id	sid	tid	token	lemma	pos
brj-24958	1	1	peer	peer	NOUN
brj-24958	1	2	-	-	PUNCT
brj-24958	1	3	review	review	NOUN
brj-24958	1	4	article	article	NOUN
brj-24958	1	5	peer	peer	NOUN
brj-24958	1	6	-	-	PUNCT
brj-24958	1	7	reviewed	review	VERB
brj-24958	1	8	article	article	NOUN
brj-24958	1	9	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	1	10	yang	yang	PROPN
brj-24958	1	11	et	et	PROPN
brj-24958	1	12	al	al	PROPN
brj-24958	1	13	.	.	PROPN
brj-24958	2	1	(	(	PUNCT
brj-24958	2	2	2025	2025	NUM
brj-24958	2	3	)	)	PUNCT
brj-24958	2	4	.	.	PUNCT
brj-24958	3	1	“	"	PUNCT
brj-24958	3	2	glulam	glulam	NOUN
brj-24958	3	3	-	-	PUNCT
brj-24958	3	4	concrete	concrete	ADJ
brj-24958	3	5	connectors	connector	NOUN
brj-24958	3	6	,	,	PUNCT
brj-24958	3	7	”	"	PUNCT
brj-24958	3	8	bioresources	bioresource	NOUN
brj-24958	3	9	20(4	20(4	NOUN
brj-24958	3	10	)	)	PUNCT
brj-24958	3	11	,	,	PUNCT
brj-24958	3	12	10460	10460	NUM
brj-24958	3	13	-	-	SYM
brj-24958	3	14	10486	10486	NUM
brj-24958	3	15	.	.	PUNCT
brj-24958	4	1	10460	10460	NUM
brj-24958	4	2	numerical	numerical	ADJ
brj-24958	4	3	modelling	modelling	NOUN
brj-24958	4	4	and	and	CCONJ
brj-24958	4	5	theoretical	theoretical	ADJ
brj-24958	4	6	analysis	analysis	NOUN
brj-24958	4	7	of	of	ADP
brj-24958	4	8	timber	timber	NOUN
brj-24958	4	9	-	-	PUNCT
brj-24958	4	10	concrete	concrete	NOUN
brj-24958	4	11	glued	glue	VERB
brj-24958	4	12	-	-	PUNCT
brj-24958	4	13	in	in	ADP
brj-24958	4	14	threaded	thread	VERB
brj-24958	4	15	rod	rod	NOUN
brj-24958	4	16	shear	shear	NOUN
brj-24958	4	17	connectors	connector	NOUN
brj-24958	4	18	with	with	ADP
brj-24958	4	19	and	and	CCONJ
brj-24958	4	20	without	without	ADP
brj-24958	4	21	notches	notch	NOUN
brj-24958	4	22	chao	chao	PROPN
brj-24958	4	23	yang	yang	PROPN
brj-24958	4	24	,	,	PUNCT
brj-24958	4	25	a	a	PRON
brj-24958	4	26	,	,	PUNCT
brj-24958	4	27	*	*	PUNCT
brj-24958	4	28	zhibin	zhibin	PROPN
brj-24958	4	29	ling	ling	PROPN
brj-24958	4	30	,	,	PUNCT
brj-24958	4	31	b	b	PROPN
brj-24958	4	32	zheng	zheng	PROPN
brj-24958	4	33	li	li	PROPN
brj-24958	4	34	,	,	PUNCT
brj-24958	4	35	c	c	PROPN
brj-24958	4	36	zhiqiang	zhiqiang	PROPN
brj-24958	4	37	qin	qin	PROPN
brj-24958	4	38	,	,	PUNCT
brj-24958	4	39	d	d	PROPN
brj-24958	4	40	and	and	CCONJ
brj-24958	4	41	jie	jie	PROPN
brj-24958	4	42	shen	shen	PROPN
brj-24958	4	43	a	a	DET
brj-24958	4	44	timber	timber	NOUN
brj-24958	4	45	-	-	PUNCT
brj-24958	4	46	concrete	concrete	NOUN
brj-24958	4	47	composite	composite	NOUN
brj-24958	4	48	(	(	PUNCT
brj-24958	4	49	tcc	tcc	NOUN
brj-24958	4	50	)	)	PUNCT
brj-24958	4	51	structures	structure	NOUN
brj-24958	4	52	offer	offer	VERB
brj-24958	4	53	superior	superior	ADJ
brj-24958	4	54	bending	bending	NOUN
brj-24958	4	55	stiffness	stiffness	NOUN
brj-24958	4	56	,	,	PUNCT
brj-24958	4	57	load	load	NOUN
brj-24958	4	58	capacity	capacity	NOUN
brj-24958	4	59	,	,	PUNCT
brj-24958	4	60	and	and	CCONJ
brj-24958	4	61	environmental	environmental	ADJ
brj-24958	4	62	benefits	benefit	NOUN
brj-24958	4	63	,	,	PUNCT
brj-24958	4	64	but	but	CCONJ
brj-24958	4	65	shear	shear	NOUN
brj-24958	4	66	connector	connector	NOUN
brj-24958	4	67	performance	performance	NOUN
brj-24958	4	68	—	—	PUNCT
brj-24958	4	69	critical	critical	ADJ
brj-24958	4	70	for	for	ADP
brj-24958	4	71	timber	timber	NOUN
brj-24958	4	72	-	-	PUNCT
brj-24958	4	73	concrete	concrete	NOUN
brj-24958	4	74	integration	integration	NOUN
brj-24958	4	75	—	—	PUNCT
brj-24958	4	76	remains	remain	VERB
brj-24958	4	77	a	a	DET
brj-24958	4	78	challenge	challenge	NOUN
brj-24958	4	79	.	.	PUNCT
brj-24958	5	1	this	this	DET
brj-24958	5	2	study	study	NOUN
brj-24958	5	3	investigated	investigate	VERB
brj-24958	5	4	tcc	tcc	PROPN
brj-24958	5	5	structures	structure	NOUN
brj-24958	5	6	using	use	VERB
brj-24958	5	7	notched	notch	VERB
brj-24958	5	8	shear	shear	NOUN
brj-24958	5	9	connectors	connector	NOUN
brj-24958	5	10	and	and	CCONJ
brj-24958	5	11	glued	glue	VERB
brj-24958	5	12	-	-	PUNCT
brj-24958	5	13	in	in	ADP
brj-24958	5	14	threaded	thread	VERB
brj-24958	5	15	rods	rod	NOUN
brj-24958	5	16	(	(	PUNCT
brj-24958	5	17	girs	gir	NOUN
brj-24958	5	18	)	)	PUNCT
brj-24958	5	19	via	via	ADP
brj-24958	5	20	push	push	NOUN
brj-24958	5	21	-	-	PUNCT
brj-24958	5	22	out	out	ADP
brj-24958	5	23	tests	test	NOUN
brj-24958	5	24	,	,	PUNCT
brj-24958	5	25	finite	finite	PROPN
brj-24958	5	26	element	element	NOUN
brj-24958	5	27	(	(	PUNCT
brj-24958	5	28	fe	fe	NOUN
brj-24958	5	29	)	)	PUNCT
brj-24958	5	30	modelling	modelling	NOUN
brj-24958	5	31	,	,	PUNCT
brj-24958	5	32	and	and	CCONJ
brj-24958	5	33	parametric	parametric	ADJ
brj-24958	5	34	analyses	analysis	NOUN
brj-24958	5	35	.	.	PUNCT
brj-24958	6	1	twenty	twenty	NUM
brj-24958	6	2	-	-	PUNCT
brj-24958	6	3	seven	seven	NUM
brj-24958	6	4	specimens	specimen	NOUN
brj-24958	6	5	were	be	AUX
brj-24958	6	6	tested	test	VERB
brj-24958	6	7	,	,	PUNCT
brj-24958	6	8	and	and	CCONJ
brj-24958	6	9	the	the	DET
brj-24958	6	10	validated	validate	VERB
brj-24958	6	11	fe	fe	NOUN
brj-24958	6	12	model	model	NOUN
brj-24958	6	13	simulated	simulate	VERB
brj-24958	6	14	material	material	NOUN
brj-24958	6	15	nonlinearities	nonlinearitie	NOUN
brj-24958	6	16	and	and	CCONJ
brj-24958	6	17	contact	contact	NOUN
brj-24958	6	18	.	.	PUNCT
brj-24958	7	1	the	the	DET
brj-24958	7	2	results	result	NOUN
brj-24958	7	3	showed	show	VERB
brj-24958	7	4	increased	increase	VERB
brj-24958	7	5	gir	gir	ADJ
brj-24958	7	6	diameter	diameter	NOUN
brj-24958	7	7	and	and	CCONJ
brj-24958	7	8	embedment	embedment	ADJ
brj-24958	7	9	length	length	NOUN
brj-24958	7	10	enhance	enhance	NOUN
brj-24958	7	11	load	load	NOUN
brj-24958	7	12	capacity	capacity	NOUN
brj-24958	7	13	and	and	CCONJ
brj-24958	7	14	stiffness	stiffness	NOUN
brj-24958	7	15	(	(	PUNCT
brj-24958	7	16	gl	gl	NOUN
brj-24958	7	17	series	series	PROPN
brj-24958	7	18	)	)	PUNCT
brj-24958	7	19	,	,	PUNCT
brj-24958	7	20	with	with	ADP
brj-24958	7	21	diminishing	diminish	VERB
brj-24958	7	22	returns	return	NOUN
brj-24958	7	23	beyond	beyond	ADP
brj-24958	7	24	a	a	DET
brj-24958	7	25	certain	certain	ADJ
brj-24958	7	26	embedment	embedment	NOUN
brj-24958	7	27	.	.	PUNCT
brj-24958	8	1	a	a	DET
brj-24958	8	2	100	100	NUM
brj-24958	8	3	mm	mm	NOUN
brj-24958	8	4	notch	notch	NOUN
brj-24958	8	5	size	size	NOUN
brj-24958	8	6	optimized	optimize	VERB
brj-24958	8	7	stiffness	stiffness	NOUN
brj-24958	8	8	and	and	CCONJ
brj-24958	8	9	load	load	NOUN
brj-24958	8	10	capacity	capacity	NOUN
brj-24958	8	11	for	for	ADP
brj-24958	8	12	notched	notch	VERB
brj-24958	8	13	connectors	connector	NOUN
brj-24958	8	14	(	(	PUNCT
brj-24958	8	15	rg	rg	PROPN
brj-24958	8	16	series	series	PROPN
brj-24958	8	17	)	)	PUNCT
brj-24958	8	18	.	.	PUNCT
brj-24958	9	1	parametric	parametric	ADJ
brj-24958	9	2	studies	study	NOUN
brj-24958	9	3	highlighted	highlight	VERB
brj-24958	9	4	the	the	DET
brj-24958	9	5	influence	influence	NOUN
brj-24958	9	6	of	of	ADP
brj-24958	9	7	notch	notch	ADJ
brj-24958	9	8	size	size	NOUN
brj-24958	9	9	,	,	PUNCT
brj-24958	9	10	gir	gir	VERB
brj-24958	9	11	embedment	embedment	ADJ
brj-24958	9	12	length	length	NOUN
brj-24958	9	13	,	,	PUNCT
brj-24958	9	14	and	and	CCONJ
brj-24958	9	15	diameter	diameter	NOUN
brj-24958	9	16	on	on	ADP
brj-24958	9	17	load	load	NOUN
brj-24958	9	18	capacity	capacity	NOUN
brj-24958	9	19	,	,	PUNCT
brj-24958	9	20	stiffness	stiffness	NOUN
brj-24958	9	21	,	,	PUNCT
brj-24958	9	22	and	and	CCONJ
brj-24958	9	23	ductility	ductility	NOUN
brj-24958	9	24	.	.	PUNCT
brj-24958	10	1	the	the	DET
brj-24958	10	2	fe	fe	PROPN
brj-24958	10	3	model	model	NOUN
brj-24958	10	4	accurately	accurately	ADV
brj-24958	10	5	predicted	predict	VERB
brj-24958	10	6	structural	structural	ADJ
brj-24958	10	7	behavior	behavior	NOUN
brj-24958	10	8	,	,	PUNCT
brj-24958	10	9	and	and	CCONJ
brj-24958	10	10	theoretical	theoretical	ADJ
brj-24958	10	11	models	model	NOUN
brj-24958	10	12	for	for	ADP
brj-24958	10	13	load	load	NOUN
brj-24958	10	14	capacity	capacity	NOUN
brj-24958	10	15	prediction	prediction	NOUN
brj-24958	10	16	showed	show	VERB
brj-24958	10	17	1	1	NUM
brj-24958	10	18	to	to	PART
brj-24958	10	19	32	32	NUM
brj-24958	10	20	%	%	NOUN
brj-24958	10	21	error	error	NOUN
brj-24958	10	22	.	.	PUNCT
brj-24958	11	1	this	this	DET
brj-24958	11	2	study	study	NOUN
brj-24958	11	3	provides	provide	VERB
brj-24958	11	4	valuable	valuable	ADJ
brj-24958	11	5	insights	insight	NOUN
brj-24958	11	6	for	for	ADP
brj-24958	11	7	optimizing	optimize	VERB
brj-24958	11	8	tcc	tcc	PROPN
brj-24958	11	9	shear	shear	NOUN
brj-24958	11	10	connector	connector	NOUN
brj-24958	11	11	design	design	NOUN
brj-24958	11	12	and	and	CCONJ
brj-24958	11	13	enhancing	enhance	VERB
brj-24958	11	14	structural	structural	ADJ
brj-24958	11	15	performance	performance	NOUN
brj-24958	11	16	.	.	PUNCT
brj-24958	12	1	doi	doi	NOUN
brj-24958	12	2	:	:	PUNCT
brj-24958	12	3	10.15376	10.15376	NUM
brj-24958	12	4	/	/	SYM
brj-24958	12	5	biores.20.4.10460	biores.20.4.10460	NOUN
brj-24958	12	6	-	-	PUNCT
brj-24958	12	7	10486	10486	NUM
brj-24958	12	8	keywords	keyword	NOUN
brj-24958	12	9	:	:	PUNCT
brj-24958	12	10	finite	finite	PROPN
brj-24958	12	11	element	element	NOUN
brj-24958	12	12	;	;	PUNCT
brj-24958	12	13	push	push	VERB
brj-24958	12	14	-	-	PUNCT
brj-24958	12	15	out	out	ADP
brj-24958	12	16	tests	test	NOUN
brj-24958	12	17	;	;	PUNCT
brj-24958	12	18	timber	timber	NOUN
brj-24958	12	19	-	-	PUNCT
brj-24958	12	20	concrete	concrete	NOUN
brj-24958	12	21	composite	composite	NOUN
brj-24958	12	22	;	;	PUNCT
brj-24958	12	23	shear	shear	NOUN
brj-24958	12	24	connectors	connector	NOUN
brj-24958	12	25	;	;	PUNCT
brj-24958	12	26	glued	glue	VERB
brj-24958	12	27	-	-	PUNCT
brj-24958	12	28	in	in	ADP
brj-24958	12	29	rod	rod	NOUN
brj-24958	12	30	contact	contact	NOUN
brj-24958	12	31	information	information	NOUN
brj-24958	12	32	:	:	PUNCT
brj-24958	12	33	a	a	X
brj-24958	12	34	:	:	PUNCT
brj-24958	12	35	college	college	NOUN
brj-24958	12	36	of	of	ADP
brj-24958	12	37	mechanical	mechanical	ADJ
brj-24958	12	38	and	and	CCONJ
brj-24958	12	39	electrical	electrical	ADJ
brj-24958	12	40	engineering	engineering	NOUN
brj-24958	12	41	,	,	PUNCT
brj-24958	12	42	northeast	northeast	ADJ
brj-24958	12	43	forestry	forestry	PROPN
brj-24958	12	44	university	university	PROPN
brj-24958	12	45	,	,	PUNCT
brj-24958	12	46	harbin	harbin	PROPN
brj-24958	12	47	150040	150040	NUM
brj-24958	12	48	,	,	PUNCT
brj-24958	12	49	china	china	PROPN
brj-24958	12	50	;	;	PUNCT
brj-24958	12	51	b	b	X
brj-24958	12	52	:	:	PUNCT
brj-24958	12	53	school	school	NOUN
brj-24958	12	54	of	of	ADP
brj-24958	12	55	civil	civil	ADJ
brj-24958	12	56	engineering	engineering	NOUN
brj-24958	12	57	,	,	PUNCT
brj-24958	12	58	suzhou	suzhou	PROPN
brj-24958	12	59	university	university	PROPN
brj-24958	12	60	of	of	ADP
brj-24958	12	61	science	science	NOUN
brj-24958	12	62	and	and	CCONJ
brj-24958	12	63	technology	technology	NOUN
brj-24958	12	64	,	,	PUNCT
brj-24958	12	65	suzhou	suzhou	PROPN
brj-24958	12	66	215011	215011	NUM
brj-24958	12	67	,	,	PUNCT
brj-24958	12	68	china	china	PROPN
brj-24958	12	69	;	;	PUNCT
brj-24958	12	70	c	c	X
brj-24958	12	71	:	:	PUNCT
brj-24958	12	72	college	college	NOUN
brj-24958	12	73	of	of	ADP
brj-24958	12	74	material	material	NOUN
brj-24958	12	75	science	science	NOUN
brj-24958	12	76	and	and	CCONJ
brj-24958	12	77	engineering	engineering	NOUN
brj-24958	12	78	,	,	PUNCT
brj-24958	12	79	northeast	northeast	ADJ
brj-24958	12	80	forestry	forestry	PROPN
brj-24958	12	81	university	university	PROPN
brj-24958	12	82	,	,	PUNCT
brj-24958	12	83	harbin	harbin	PROPN
brj-24958	12	84	150040	150040	NUM
brj-24958	12	85	,	,	PUNCT
brj-24958	12	86	china	china	PROPN
brj-24958	12	87	;	;	PUNCT
brj-24958	12	88	d	d	X
brj-24958	12	89	:	:	PUNCT
brj-24958	12	90	school	school	NOUN
brj-24958	12	91	of	of	ADP
brj-24958	12	92	civil	civil	ADJ
brj-24958	12	93	engineering	engineering	NOUN
brj-24958	12	94	and	and	CCONJ
brj-24958	12	95	transportation	transportation	NOUN
brj-24958	12	96	,	,	PUNCT
brj-24958	12	97	northeast	northeast	ADJ
brj-24958	12	98	forestry	forestry	PROPN
brj-24958	12	99	university	university	PROPN
brj-24958	12	100	,	,	PUNCT
brj-24958	12	101	harbin	harbin	PROPN
brj-24958	12	102	150040	150040	NUM
brj-24958	12	103	,	,	PUNCT
brj-24958	12	104	china	china	PROPN
brj-24958	12	105	;	;	PUNCT
brj-24958	12	106	*	*	PUNCT
brj-24958	12	107	corresponding	correspond	VERB
brj-24958	12	108	author	author	NOUN
brj-24958	12	109	:	:	PUNCT
brj-24958	13	1	yangchaoedc@163.com	yangchaoedc@163.com	X
brj-24958	13	2	introduction	introduction	NOUN
brj-24958	13	3	timber	timber	NOUN
brj-24958	13	4	-	-	PUNCT
brj-24958	13	5	concrete	concrete	NOUN
brj-24958	13	6	composite	composite	NOUN
brj-24958	13	7	(	(	PUNCT
brj-24958	13	8	tcc	tcc	NOUN
brj-24958	13	9	)	)	PUNCT
brj-24958	13	10	structures	structure	NOUN
brj-24958	13	11	,	,	PUNCT
brj-24958	13	12	which	which	PRON
brj-24958	13	13	strategically	strategically	ADV
brj-24958	13	14	integrate	integrate	VERB
brj-24958	13	15	dissimilar	dissimilar	ADJ
brj-24958	13	16	materials	material	NOUN
brj-24958	13	17	to	to	PART
brj-24958	13	18	maximize	maximize	VERB
brj-24958	13	19	their	their	PRON
brj-24958	13	20	individual	individual	ADJ
brj-24958	13	21	advantages	advantage	NOUN
brj-24958	13	22	,	,	PUNCT
brj-24958	13	23	have	have	AUX
brj-24958	13	24	gained	gain	VERB
brj-24958	13	25	widespread	widespread	ADJ
brj-24958	13	26	adoption	adoption	NOUN
brj-24958	13	27	in	in	ADP
brj-24958	13	28	recent	recent	ADJ
brj-24958	13	29	years	year	NOUN
brj-24958	13	30	for	for	ADP
brj-24958	13	31	applications	application	NOUN
brj-24958	13	32	ranging	range	VERB
brj-24958	13	33	from	from	ADP
brj-24958	13	34	the	the	DET
brj-24958	13	35	retrofitting	retrofitting	NOUN
brj-24958	13	36	of	of	ADP
brj-24958	13	37	existing	exist	VERB
brj-24958	13	38	timber	timber	NOUN
brj-24958	13	39	floors	floor	NOUN
brj-24958	13	40	to	to	ADP
brj-24958	13	41	new	new	ADJ
brj-24958	13	42	construction	construction	NOUN
brj-24958	13	43	projects	project	NOUN
brj-24958	13	44	and	and	CCONJ
brj-24958	13	45	bridge	bridge	NOUN
brj-24958	13	46	systems	system	NOUN
brj-24958	13	47	(	(	PUNCT
brj-24958	13	48	djoubissie	djoubissie	ADV
brj-24958	13	49	et	et	PROPN
brj-24958	13	50	al	al	PROPN
brj-24958	13	51	.	.	PROPN
brj-24958	13	52	2018	2018	NUM
brj-24958	13	53	)	)	PUNCT
brj-24958	13	54	.	.	PUNCT
brj-24958	14	1	life	life	NOUN
brj-24958	14	2	cycle	cycle	NOUN
brj-24958	14	3	assessment	assessment	NOUN
brj-24958	14	4	(	(	PUNCT
brj-24958	14	5	lca	lca	PROPN
brj-24958	14	6	)	)	PUNCT
brj-24958	14	7	studies	study	NOUN
brj-24958	14	8	using	use	VERB
brj-24958	14	9	standard	standard	ADJ
brj-24958	14	10	tools	tool	NOUN
brj-24958	14	11	(	(	PUNCT
brj-24958	14	12	e.g.	e.g.	ADV
brj-24958	14	13	,	,	PUNCT
brj-24958	14	14	simapro	simapro	ADJ
brj-24958	14	15	9.0	9.0	NUM
brj-24958	14	16	)	)	PUNCT
brj-24958	14	17	have	have	AUX
brj-24958	14	18	shown	show	VERB
brj-24958	14	19	that	that	SCONJ
brj-24958	14	20	tcc	tcc	PROPN
brj-24958	14	21	structures	structure	NOUN
brj-24958	14	22	exhibit	exhibit	VERB
brj-24958	14	23	30	30	NUM
brj-24958	14	24	to	to	PART
brj-24958	14	25	40	40	NUM
brj-24958	14	26	%	%	NOUN
brj-24958	14	27	lower	low	ADJ
brj-24958	14	28	embodied	embody	VERB
brj-24958	14	29	carbon	carbon	NOUN
brj-24958	14	30	per	per	ADP
brj-24958	14	31	kn	kn	PROPN
brj-24958	14	32	load	load	NOUN
brj-24958	14	33	capacity	capacity	NOUN
brj-24958	14	34	compared	compare	VERB
brj-24958	14	35	to	to	ADP
brj-24958	14	36	steel	steel	NOUN
brj-24958	14	37	-	-	PUNCT
brj-24958	14	38	concrete	concrete	ADJ
brj-24958	14	39	composite	composite	ADJ
brj-24958	14	40	structures	structure	NOUN
brj-24958	14	41	(	(	PUNCT
brj-24958	14	42	rodrigues	rodrigue	NOUN
brj-24958	14	43	et	et	PROPN
brj-24958	14	44	al	al	PROPN
brj-24958	14	45	.	.	PROPN
brj-24958	14	46	2017	2017	NUM
brj-24958	14	47	;	;	PUNCT
brj-24958	14	48	eslami	eslami	ADJ
brj-24958	14	49	2023	2023	NUM
brj-24958	14	50	)	)	PUNCT
brj-24958	14	51	.	.	PUNCT
brj-24958	15	1	this	this	DET
brj-24958	15	2	advantage	advantage	NOUN
brj-24958	15	3	stems	stem	VERB
brj-24958	15	4	from	from	ADP
brj-24958	15	5	the	the	DET
brj-24958	15	6	renewable	renewable	ADJ
brj-24958	15	7	nature	nature	NOUN
brj-24958	15	8	of	of	ADP
brj-24958	15	9	timber	timber	NOUN
brj-24958	15	10	and	and	CCONJ
brj-24958	15	11	lower	low	ADJ
brj-24958	15	12	energy	energy	NOUN
brj-24958	15	13	consumption	consumption	NOUN
brj-24958	15	14	during	during	ADP
brj-24958	15	15	glulam	glulam	NOUN
brj-24958	15	16	production	production	NOUN
brj-24958	15	17	.	.	PUNCT
brj-24958	16	1	a	a	DET
brj-24958	16	2	typical	typical	ADJ
brj-24958	16	3	tcc	tcc	PROPN
brj-24958	16	4	system	system	NOUN
brj-24958	16	5	includes	include	VERB
brj-24958	16	6	a	a	DET
brj-24958	16	7	concrete	concrete	ADJ
brj-24958	16	8	slab	slab	NOUN
brj-24958	16	9	,	,	PUNCT
brj-24958	16	10	a	a	DET
brj-24958	16	11	timber	timber	NOUN
brj-24958	16	12	beam	beam	NOUN
brj-24958	16	13	under	under	ADP
brj-24958	16	14	tension	tension	NOUN
brj-24958	16	15	and	and	CCONJ
brj-24958	16	16	bending	bending	NOUN
brj-24958	16	17	,	,	PUNCT
brj-24958	16	18	and	and	CCONJ
brj-24958	16	19	shear	shear	NOUN
brj-24958	16	20	connectors	connector	NOUN
brj-24958	16	21	(	(	PUNCT
brj-24958	16	22	di	di	X
brj-24958	16	23	nino	nino	PROPN
brj-24958	16	24	et	et	PROPN
brj-24958	16	25	al	al	PROPN
brj-24958	16	26	.	.	PROPN
brj-24958	16	27	2020	2020	NUM
brj-24958	16	28	)	)	PUNCT
brj-24958	16	29	.	.	PUNCT
brj-24958	17	1	compared	compare	VERB
brj-24958	17	2	to	to	ADP
brj-24958	17	3	timber	timber	NOUN
brj-24958	17	4	floors	floor	NOUN
brj-24958	17	5	,	,	PUNCT
brj-24958	17	6	tcc	tcc	PROPN
brj-24958	17	7	floors	floor	NOUN
brj-24958	17	8	offer	offer	VERB
brj-24958	17	9	greater	great	ADJ
brj-24958	17	10	stiffness	stiffness	NOUN
brj-24958	17	11	,	,	PUNCT
brj-24958	17	12	load	load	NOUN
brj-24958	17	13	capacity	capacity	NOUN
brj-24958	17	14	,	,	PUNCT
brj-24958	17	15	and	and	CCONJ
brj-24958	17	16	better	well	ADJ
brj-24958	17	17	insulation	insulation	NOUN
brj-24958	17	18	,	,	PUNCT
brj-24958	17	19	while	while	SCONJ
brj-24958	17	20	protecting	protect	VERB
brj-24958	17	21	timber	timber	NOUN
brj-24958	17	22	from	from	ADP
brj-24958	17	23	climate	climate	NOUN
brj-24958	17	24	effects	effect	NOUN
brj-24958	17	25	.	.	PUNCT
brj-24958	18	1	compared	compare	VERB
brj-24958	18	2	to	to	ADP
brj-24958	18	3	reinforced	reinforce	VERB
brj-24958	18	4	concrete	concrete	ADJ
brj-24958	18	5	floors	floor	NOUN
brj-24958	18	6	,	,	PUNCT
brj-24958	18	7	tcc	tcc	PROPN
brj-24958	18	8	floors	floor	NOUN
brj-24958	18	9	reduce	reduce	VERB
brj-24958	18	10	weight	weight	NOUN
brj-24958	18	11	and	and	CCONJ
brj-24958	18	12	construction	construction	NOUN
brj-24958	18	13	time	time	NOUN
brj-24958	18	14	(	(	PUNCT
brj-24958	18	15	dias	dias	PROPN
brj-24958	18	16	et	et	PROPN
brj-24958	18	17	al	al	PROPN
brj-24958	18	18	.	.	PROPN
brj-24958	18	19	2015	2015	NUM
brj-24958	18	20	)	)	PUNCT
brj-24958	18	21	.	.	PUNCT
brj-24958	19	1	peer	peer	NOUN
brj-24958	19	2	-	-	PUNCT
brj-24958	19	3	reviewed	review	VERB
brj-24958	19	4	article	article	NOUN
brj-24958	19	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	19	6	yang	yang	PROPN
brj-24958	19	7	et	et	PROPN
brj-24958	19	8	al	al	PROPN
brj-24958	19	9	.	.	PROPN
brj-24958	20	1	(	(	PUNCT
brj-24958	20	2	2025	2025	NUM
brj-24958	20	3	)	)	PUNCT
brj-24958	20	4	.	.	PUNCT
brj-24958	21	1	“	"	PUNCT
brj-24958	21	2	glulam	glulam	NOUN
brj-24958	21	3	-	-	PUNCT
brj-24958	21	4	concrete	concrete	ADJ
brj-24958	21	5	connectors	connector	NOUN
brj-24958	21	6	,	,	PUNCT
brj-24958	21	7	”	"	PUNCT
brj-24958	21	8	bioresources	bioresource	NOUN
brj-24958	21	9	20(4	20(4	NOUN
brj-24958	21	10	)	)	PUNCT
brj-24958	21	11	,	,	PUNCT
brj-24958	21	12	10460	10460	NUM
brj-24958	21	13	-	-	SYM
brj-24958	21	14	10486	10486	NUM
brj-24958	21	15	.	.	PUNCT
brj-24958	22	1	10461	10461	NUM
brj-24958	22	2	the	the	DET
brj-24958	22	3	shear	shear	NOUN
brj-24958	22	4	connector	connector	NOUN
brj-24958	22	5	is	be	AUX
brj-24958	22	6	crucial	crucial	ADJ
brj-24958	22	7	for	for	ADP
brj-24958	22	8	integrating	integrate	VERB
brj-24958	22	9	timber	timber	NOUN
brj-24958	22	10	and	and	CCONJ
brj-24958	22	11	concrete	concrete	NOUN
brj-24958	22	12	in	in	ADP
brj-24958	22	13	composite	composite	ADJ
brj-24958	22	14	systems	system	NOUN
brj-24958	22	15	,	,	PUNCT
brj-24958	22	16	determining	determine	VERB
brj-24958	22	17	both	both	CCONJ
brj-24958	22	18	performance	performance	NOUN
brj-24958	22	19	and	and	CCONJ
brj-24958	22	20	installation	installation	NOUN
brj-24958	22	21	feasibility	feasibility	NOUN
brj-24958	22	22	.	.	PUNCT
brj-24958	23	1	extensive	extensive	ADJ
brj-24958	23	2	prior	prior	ADJ
brj-24958	23	3	research	research	NOUN
brj-24958	23	4	has	have	AUX
brj-24958	23	5	focused	focus	VERB
brj-24958	23	6	on	on	ADP
brj-24958	23	7	optimizing	optimize	VERB
brj-24958	23	8	connector	connector	NOUN
brj-24958	23	9	geometries	geometry	NOUN
brj-24958	23	10	and	and	CCONJ
brj-24958	23	11	associated	associate	VERB
brj-24958	23	12	parameters	parameter	NOUN
brj-24958	23	13	to	to	PART
brj-24958	23	14	enhance	enhance	VERB
brj-24958	23	15	the	the	DET
brj-24958	23	16	performance	performance	NOUN
brj-24958	23	17	of	of	ADP
brj-24958	23	18	tcc	tcc	PROPN
brj-24958	23	19	systems	system	NOUN
brj-24958	23	20	.	.	PUNCT
brj-24958	24	1	research	research	NOUN
brj-24958	24	2	has	have	AUX
brj-24958	24	3	explored	explore	VERB
brj-24958	24	4	various	various	ADJ
brj-24958	24	5	connectors	connector	NOUN
brj-24958	24	6	such	such	ADJ
brj-24958	24	7	as	as	ADP
brj-24958	24	8	nails	nail	NOUN
brj-24958	24	9	(	(	PUNCT
brj-24958	24	10	ahmadi	ahmadi	NOUN
brj-24958	24	11	and	and	CCONJ
brj-24958	24	12	saka	saka	PROPN
brj-24958	24	13	1993	1993	NUM
brj-24958	24	14	)	)	PUNCT
brj-24958	24	15	,	,	PUNCT
brj-24958	24	16	screws	screw	NOUN
brj-24958	24	17	(	(	PUNCT
brj-24958	24	18	quang	quang	INTJ
brj-24958	24	19	mai	mai	PROPN
brj-24958	24	20	et	et	PROPN
brj-24958	24	21	al	al	PROPN
brj-24958	24	22	.	.	PROPN
brj-24958	24	23	2018	2018	NUM
brj-24958	24	24	;	;	PUNCT
brj-24958	24	25	derikvand	derikvand	NOUN
brj-24958	24	26	and	and	CCONJ
brj-24958	24	27	fink	fink	VERB
brj-24958	24	28	2022	2022	NUM
brj-24958	24	29	)	)	PUNCT
brj-24958	24	30	,	,	PUNCT
brj-24958	24	31	bolts	bolt	NOUN
brj-24958	24	32	(	(	PUNCT
brj-24958	24	33	cao	cao	PROPN
brj-24958	24	34	et	et	PROPN
brj-24958	24	35	al	al	PROPN
brj-24958	24	36	.	.	PROPN
brj-24958	24	37	2021a	2021a	NUM
brj-24958	24	38	)	)	PUNCT
brj-24958	24	39	,	,	PUNCT
brj-24958	24	40	reinforcement	reinforcement	NOUN
brj-24958	24	41	bars	bar	NOUN
brj-24958	24	42	(	(	PUNCT
brj-24958	24	43	dias	dias	PROPN
brj-24958	24	44	et	et	PROPN
brj-24958	24	45	al	al	PROPN
brj-24958	24	46	.	.	PROPN
brj-24958	24	47	2007a	2007a	NOUN
brj-24958	24	48	;	;	PUNCT
brj-24958	24	49	djoubissie	djoubissie	PROPN
brj-24958	24	50	et	et	PROPN
brj-24958	24	51	al	al	PROPN
brj-24958	24	52	.	.	PROPN
brj-24958	24	53	2018	2018	NUM
brj-24958	24	54	)	)	PUNCT
brj-24958	24	55	,	,	PUNCT
brj-24958	24	56	steel	steel	NOUN
brj-24958	24	57	tubes	tube	NOUN
brj-24958	24	58	(	(	PUNCT
brj-24958	24	59	gurkšnys	gurkšny	NOUN
brj-24958	24	60	et	et	PROPN
brj-24958	24	61	al	al	PROPN
brj-24958	24	62	.	.	PROPN
brj-24958	24	63	2005	2005	NUM
brj-24958	24	64	;	;	PUNCT
brj-24958	24	65	fragiacomo	fragiacomo	NOUN
brj-24958	24	66	and	and	CCONJ
brj-24958	24	67	lukaszewska	lukaszewska	ADJ
brj-24958	24	68	2013	2013	NUM
brj-24958	24	69	)	)	PUNCT
brj-24958	24	70	,	,	PUNCT
brj-24958	24	71	steel	steel	NOUN
brj-24958	24	72	plates	plate	NOUN
brj-24958	24	73	(	(	PUNCT
brj-24958	24	74	shi	shi	PROPN
brj-24958	24	75	et	et	PROPN
brj-24958	24	76	al	al	PROPN
brj-24958	24	77	.	.	PROPN
brj-24958	24	78	2021	2021	NUM
brj-24958	24	79	;	;	PUNCT
brj-24958	24	80	shahnewaz	shahnewaz	NOUN
brj-24958	24	81	et	et	PROPN
brj-24958	24	82	al	al	PROPN
brj-24958	24	83	.	.	PROPN
brj-24958	24	84	2022	2022	NUM
brj-24958	24	85	;	;	PUNCT
brj-24958	24	86	zeman	zeman	PROPN
brj-24958	24	87	et	et	PROPN
brj-24958	24	88	al	al	PROPN
brj-24958	24	89	.	.	PROPN
brj-24958	24	90	2024	2024	NUM
brj-24958	24	91	)	)	PUNCT
brj-24958	24	92	,	,	PUNCT
brj-24958	24	93	notches	notch	NOUN
brj-24958	24	94	(	(	PUNCT
brj-24958	24	95	boccadoro	boccadoro	VERB
brj-24958	24	96	and	and	CCONJ
brj-24958	24	97	frangi	frangi	NOUN
brj-24958	24	98	2014	2014	NUM
brj-24958	24	99	;	;	PUNCT
brj-24958	24	100	boccadoro	boccadoro	VERB
brj-24958	24	101	et	et	PROPN
brj-24958	24	102	al	al	PROPN
brj-24958	24	103	.	.	PROPN
brj-24958	24	104	2017	2017	NUM
brj-24958	24	105	)	)	PUNCT
brj-24958	24	106	and	and	CCONJ
brj-24958	24	107	hybrid	hybrid	ADJ
brj-24958	24	108	connections	connection	NOUN
brj-24958	24	109	(	(	PUNCT
brj-24958	24	110	ling	ling	NOUN
brj-24958	24	111	et	et	PROPN
brj-24958	24	112	al	al	PROPN
brj-24958	24	113	.	.	PROPN
brj-24958	24	114	2022	2022	NUM
brj-24958	24	115	;	;	PUNCT
brj-24958	24	116	shi	shi	PROPN
brj-24958	24	117	et	et	PROPN
brj-24958	24	118	al	al	PROPN
brj-24958	24	119	.	.	PROPN
brj-24958	24	120	2022	2022	NUM
brj-24958	24	121	;	;	PUNCT
brj-24958	24	122	zhang	zhang	PROPN
brj-24958	24	123	et	et	PROPN
brj-24958	24	124	al	al	PROPN
brj-24958	24	125	.	.	PROPN
brj-24958	24	126	2022	2022	NUM
brj-24958	24	127	;	;	PUNCT
brj-24958	24	128	ling	le	VERB
brj-24958	24	129	et	et	PROPN
brj-24958	24	130	al	al	PROPN
brj-24958	24	131	.	.	PROPN
brj-24958	24	132	2023	2023	NUM
brj-24958	24	133	)	)	PUNCT
brj-24958	24	134	.	.	PUNCT
brj-24958	25	1	the	the	DET
brj-24958	25	2	adoption	adoption	NOUN
brj-24958	25	3	of	of	ADP
brj-24958	25	4	metal	metal	NOUN
brj-24958	25	5	-	-	PUNCT
brj-24958	25	6	type	type	NOUN
brj-24958	25	7	connections	connection	NOUN
brj-24958	25	8	,	,	PUNCT
brj-24958	25	9	while	while	SCONJ
brj-24958	25	10	contributing	contribute	VERB
brj-24958	25	11	to	to	ADP
brj-24958	25	12	the	the	DET
brj-24958	25	13	ease	ease	NOUN
brj-24958	25	14	of	of	ADP
brj-24958	25	15	construction	construction	NOUN
brj-24958	25	16	,	,	PUNCT
brj-24958	25	17	does	do	AUX
brj-24958	25	18	not	not	PART
brj-24958	25	19	effectively	effectively	ADV
brj-24958	25	20	utilize	utilize	VERB
brj-24958	25	21	the	the	DET
brj-24958	25	22	function	function	NOUN
brj-24958	25	23	of	of	ADP
brj-24958	25	24	bonding	bond	VERB
brj-24958	25	25	concrete	concrete	NOUN
brj-24958	25	26	to	to	ADP
brj-24958	25	27	timber	timber	NOUN
brj-24958	25	28	.	.	PUNCT
brj-24958	26	1	dias	dias	PROPN
brj-24958	26	2	et	et	PROPN
brj-24958	26	3	al	al	PROPN
brj-24958	26	4	.	.	PROPN
brj-24958	27	1	(	(	PUNCT
brj-24958	27	2	2011	2011	NUM
brj-24958	27	3	)	)	PUNCT
brj-24958	27	4	proposed	propose	VERB
brj-24958	27	5	a	a	DET
brj-24958	27	6	maximum	maximum	ADJ
brj-24958	27	7	spacing	spacing	NOUN
brj-24958	27	8	that	that	PRON
brj-24958	27	9	should	should	AUX
brj-24958	27	10	be	be	AUX
brj-24958	27	11	allowed	allow	VERB
brj-24958	27	12	to	to	PART
brj-24958	27	13	optimize	optimize	VERB
brj-24958	27	14	the	the	DET
brj-24958	27	15	performance	performance	NOUN
brj-24958	27	16	of	of	ADP
brj-24958	27	17	tcc	tcc	PROPN
brj-24958	27	18	systems	system	NOUN
brj-24958	27	19	by	by	ADP
brj-24958	27	20	comparing	compare	VERB
brj-24958	27	21	the	the	DET
brj-24958	27	22	ductility	ductility	NOUN
brj-24958	27	23	and	and	CCONJ
brj-24958	27	24	load	load	NOUN
brj-24958	27	25	-	-	PUNCT
brj-24958	27	26	bearing	bear	VERB
brj-24958	27	27	capacity	capacity	NOUN
brj-24958	27	28	of	of	ADP
brj-24958	27	29	notch	notch	ADJ
brj-24958	27	30	connections	connection	NOUN
brj-24958	27	31	,	,	PUNCT
brj-24958	27	32	glued	glue	VERB
brj-24958	27	33	connections	connection	NOUN
brj-24958	27	34	,	,	PUNCT
brj-24958	27	35	and	and	CCONJ
brj-24958	27	36	metal	metal	NOUN
brj-24958	27	37	-	-	PUNCT
brj-24958	27	38	based	base	VERB
brj-24958	27	39	connections	connection	NOUN
brj-24958	27	40	.	.	PUNCT
brj-24958	28	1	although	although	SCONJ
brj-24958	28	2	the	the	DET
brj-24958	28	3	approach	approach	NOUN
brj-24958	28	4	can	can	AUX
brj-24958	28	5	somewhat	somewhat	ADV
brj-24958	28	6	balance	balance	VERB
brj-24958	28	7	the	the	DET
brj-24958	28	8	ductility	ductility	NOUN
brj-24958	28	9	and	and	CCONJ
brj-24958	28	10	load	load	NOUN
brj-24958	28	11	carrying	carry	VERB
brj-24958	28	12	capacity	capacity	NOUN
brj-24958	28	13	of	of	ADP
brj-24958	28	14	the	the	DET
brj-24958	28	15	structure	structure	NOUN
brj-24958	28	16	,	,	PUNCT
brj-24958	28	17	the	the	DET
brj-24958	28	18	results	result	NOUN
brj-24958	28	19	showed	show	VERB
brj-24958	28	20	that	that	SCONJ
brj-24958	28	21	the	the	DET
brj-24958	28	22	approach	approach	NOUN
brj-24958	28	23	is	be	AUX
brj-24958	28	24	limited	limited	ADJ
brj-24958	28	25	.	.	PUNCT
brj-24958	29	1	boccadoro	boccadoro	PROPN
brj-24958	29	2	and	and	CCONJ
brj-24958	29	3	frangi	frangi	PROPN
brj-24958	29	4	(	(	PUNCT
brj-24958	29	5	2014	2014	NUM
brj-24958	29	6	)	)	PUNCT
brj-24958	29	7	has	have	AUX
brj-24958	29	8	proved	prove	VERB
brj-24958	29	9	that	that	SCONJ
brj-24958	29	10	tcc	tcc	PROPN
brj-24958	29	11	notch	notch	NOUN
brj-24958	29	12	connection	connection	NOUN
brj-24958	29	13	can	can	AUX
brj-24958	29	14	effectively	effectively	ADV
brj-24958	29	15	reduce	reduce	VERB
brj-24958	29	16	the	the	DET
brj-24958	29	17	construction	construction	NOUN
brj-24958	29	18	cost	cost	NOUN
brj-24958	29	19	and	and	CCONJ
brj-24958	29	20	ensure	ensure	VERB
brj-24958	29	21	the	the	DET
brj-24958	29	22	composite	composite	ADJ
brj-24958	29	23	efficiency	efficiency	NOUN
brj-24958	29	24	through	through	ADP
brj-24958	29	25	six	six	NUM
brj-24958	29	26	sets	set	NOUN
brj-24958	29	27	of	of	ADP
brj-24958	29	28	four	four	NUM
brj-24958	29	29	-	-	PUNCT
brj-24958	29	30	point	point	NOUN
brj-24958	29	31	bending	bend	VERB
brj-24958	29	32	tests	test	NOUN
brj-24958	29	33	with	with	ADP
brj-24958	29	34	different	different	ADJ
brj-24958	29	35	notched	notch	VERB
brj-24958	29	36	connection	connection	NOUN
brj-24958	29	37	forms	form	NOUN
brj-24958	29	38	.	.	PUNCT
brj-24958	30	1	however	however	ADV
brj-24958	30	2	,	,	PUNCT
brj-24958	30	3	although	although	SCONJ
brj-24958	30	4	the	the	DET
brj-24958	30	5	composite	composite	ADJ
brj-24958	30	6	efficiency	efficiency	NOUN
brj-24958	30	7	is	be	AUX
brj-24958	30	8	excellent	excellent	ADJ
brj-24958	30	9	,	,	PUNCT
brj-24958	30	10	the	the	DET
brj-24958	30	11	brittle	brittle	ADJ
brj-24958	30	12	failure	failure	NOUN
brj-24958	30	13	mode	mode	NOUN
brj-24958	30	14	still	still	ADV
brj-24958	30	15	requires	require	VERB
brj-24958	30	16	careful	careful	ADJ
brj-24958	30	17	attention	attention	NOUN
brj-24958	30	18	.	.	PUNCT
brj-24958	31	1	hybrid	hybrid	ADJ
brj-24958	31	2	connector	connector	NOUN
brj-24958	31	3	configurations	configuration	NOUN
brj-24958	31	4	,	,	PUNCT
brj-24958	31	5	combining	combine	VERB
brj-24958	31	6	metal	metal	NOUN
brj-24958	31	7	-	-	PUNCT
brj-24958	31	8	based	base	VERB
brj-24958	31	9	connections	connection	NOUN
brj-24958	31	10	(	(	PUNCT
brj-24958	31	11	which	which	PRON
brj-24958	31	12	offer	offer	VERB
brj-24958	31	13	superior	superior	ADJ
brj-24958	31	14	ductility	ductility	NOUN
brj-24958	31	15	but	but	CCONJ
brj-24958	31	16	lower	low	ADJ
brj-24958	31	17	stiffness	stiffness	NOUN
brj-24958	31	18	and	and	CCONJ
brj-24958	31	19	load	load	NOUN
brj-24958	31	20	capacity	capacity	NOUN
brj-24958	31	21	)	)	PUNCT
brj-24958	31	22	with	with	ADP
brj-24958	31	23	notched	notch	VERB
brj-24958	31	24	connections	connection	NOUN
brj-24958	31	25	(	(	PUNCT
brj-24958	31	26	which	which	PRON
brj-24958	31	27	provide	provide	VERB
brj-24958	31	28	inferior	inferior	ADJ
brj-24958	31	29	ductility	ductility	NOUN
brj-24958	31	30	but	but	CCONJ
brj-24958	31	31	higher	high	ADJ
brj-24958	31	32	stiffness	stiffness	NOUN
brj-24958	31	33	and	and	CCONJ
brj-24958	31	34	load	load	NOUN
brj-24958	31	35	capacity	capacity	NOUN
brj-24958	31	36	)	)	PUNCT
brj-24958	31	37	,	,	PUNCT
brj-24958	31	38	have	have	AUX
brj-24958	31	39	garnered	garner	VERB
brj-24958	31	40	increasing	increase	VERB
brj-24958	31	41	attention	attention	NOUN
brj-24958	31	42	.	.	PUNCT
brj-24958	32	1	yeoh	yeoh	PROPN
brj-24958	32	2	et	et	PROPN
brj-24958	32	3	al	al	PROPN
brj-24958	32	4	.	.	PROPN
brj-24958	33	1	(	(	PUNCT
brj-24958	33	2	2011	2011	NUM
brj-24958	33	3	)	)	PUNCT
brj-24958	33	4	conducted	conduct	VERB
brj-24958	33	5	30	30	NUM
brj-24958	33	6	double	double	ADJ
brj-24958	33	7	shear	shear	NOUN
brj-24958	33	8	push	push	NOUN
brj-24958	33	9	-	-	PUNCT
brj-24958	33	10	out	out	ADP
brj-24958	33	11	tests	test	NOUN
brj-24958	33	12	,	,	PUNCT
brj-24958	33	13	including	include	VERB
brj-24958	33	14	notched	notch	VERB
brj-24958	33	15	connections	connection	NOUN
brj-24958	33	16	with	with	ADP
brj-24958	33	17	lag	lag	NOUN
brj-24958	33	18	screws	screw	NOUN
brj-24958	33	19	and	and	CCONJ
brj-24958	33	20	steel	steel	NOUN
brj-24958	33	21	toothed	toothed	ADJ
brj-24958	33	22	plates	plate	NOUN
brj-24958	33	23	.	.	PUNCT
brj-24958	34	1	the	the	DET
brj-24958	34	2	notch	notch	ADJ
brj-24958	34	3	length	length	NOUN
brj-24958	34	4	enhanced	enhance	VERB
brj-24958	34	5	connection	connection	NOUN
brj-24958	34	6	strength	strength	NOUN
brj-24958	34	7	,	,	PUNCT
brj-24958	34	8	lag	lag	NOUN
brj-24958	34	9	screws	screw	NOUN
brj-24958	34	10	improved	improve	VERB
brj-24958	34	11	post	post	ADJ
brj-24958	34	12	-	-	ADJ
brj-24958	34	13	peak	peak	ADJ
brj-24958	34	14	behavior	behavior	NOUN
brj-24958	34	15	and	and	CCONJ
brj-24958	34	16	ductile	ductile	NOUN
brj-24958	34	17	failure	failure	NOUN
brj-24958	34	18	,	,	PUNCT
brj-24958	34	19	and	and	CCONJ
brj-24958	34	20	a	a	DET
brj-24958	34	21	300	300	NUM
brj-24958	34	22	mm	mm	NOUN
brj-24958	34	23	notch	notch	NOUN
brj-24958	34	24	with	with	ADP
brj-24958	34	25	lag	lag	NOUN
brj-24958	34	26	screws	screw	NOUN
brj-24958	34	27	was	be	AUX
brj-24958	34	28	3×	3×	NUM
brj-24958	34	29	stronger	strong	ADJ
brj-24958	34	30	and	and	CCONJ
brj-24958	34	31	8.5×	8.5×	NUM
brj-24958	34	32	stiffer	stiff	ADJ
brj-24958	34	33	than	than	ADP
brj-24958	34	34	un	un	ADJ
brj-24958	34	35	-	-	ADJ
brj-24958	34	36	notched	notch	VERB
brj-24958	34	37	lag	lag	NOUN
brj-24958	34	38	-	-	PUNCT
brj-24958	34	39	screw	screw	NOUN
brj-24958	34	40	-	-	PUNCT
brj-24958	34	41	only	only	ADJ
brj-24958	34	42	connections	connection	NOUN
brj-24958	34	43	.	.	PUNCT
brj-24958	35	1	notched	notch	VERB
brj-24958	35	2	connections	connection	NOUN
brj-24958	35	3	with	with	ADP
brj-24958	35	4	lag	lag	NOUN
brj-24958	35	5	screws	screw	NOUN
brj-24958	35	6	avoided	avoid	VERB
brj-24958	35	7	brittle	brittle	ADJ
brj-24958	35	8	failure	failure	NOUN
brj-24958	35	9	,	,	PUNCT
brj-24958	35	10	unlike	unlike	ADP
brj-24958	35	11	abrupt	abrupt	ADJ
brj-24958	35	12	steel	steel	NOUN
brj-24958	35	13	toothed	toothe	VERB
brj-24958	35	14	-	-	PUNCT
brj-24958	35	15	plate	plate	NOUN
brj-24958	35	16	failures	failure	NOUN
brj-24958	35	17	.	.	PUNCT
brj-24958	36	1	deam	deam	VERB
brj-24958	36	2	et	et	PROPN
brj-24958	36	3	al	al	PROPN
brj-24958	36	4	.	.	PROPN
brj-24958	37	1	(	(	PUNCT
brj-24958	37	2	2007	2007	NUM
brj-24958	37	3	)	)	PUNCT
brj-24958	37	4	evaluated	evaluate	VERB
brj-24958	37	5	the	the	DET
brj-24958	37	6	stiffness	stiffness	NOUN
brj-24958	37	7	,	,	PUNCT
brj-24958	37	8	strength	strength	NOUN
brj-24958	37	9	,	,	PUNCT
brj-24958	37	10	and	and	CCONJ
brj-24958	37	11	ductility	ductility	NOUN
brj-24958	37	12	of	of	ADP
brj-24958	37	13	various	various	ADJ
brj-24958	37	14	connections	connection	NOUN
brj-24958	37	15	using	use	VERB
brj-24958	37	16	asymmetric	asymmetric	ADJ
brj-24958	37	17	shear	shear	NOUN
brj-24958	37	18	tests	test	NOUN
brj-24958	37	19	,	,	PUNCT
brj-24958	37	20	demonstrating	demonstrate	VERB
brj-24958	37	21	that	that	SCONJ
brj-24958	37	22	rectangular	rectangular	ADJ
brj-24958	37	23	notches	notch	NOUN
brj-24958	37	24	with	with	ADP
brj-24958	37	25	screw	screw	ADJ
brj-24958	37	26	reinforcement	reinforcement	NOUN
brj-24958	37	27	performed	perform	VERB
brj-24958	37	28	optimally	optimally	ADV
brj-24958	37	29	.	.	PUNCT
brj-24958	38	1	their	their	PRON
brj-24958	38	2	research	research	NOUN
brj-24958	38	3	showed	show	VERB
brj-24958	38	4	that	that	SCONJ
brj-24958	38	5	rectangular	rectangular	ADJ
brj-24958	38	6	concrete	concrete	ADJ
brj-24958	38	7	notches	notch	NOUN
brj-24958	38	8	reinforced	reinforce	VERB
brj-24958	38	9	with	with	ADP
brj-24958	38	10	cruciform	cruciform	ADJ
brj-24958	38	11	screws	screw	NOUN
brj-24958	38	12	at	at	ADP
brj-24958	38	13	500	500	NUM
brj-24958	38	14	mm	mm	NOUN
brj-24958	38	15	spacing	space	VERB
brj-24958	38	16	enabled	enable	VERB
brj-24958	38	17	composite	composite	ADJ
brj-24958	38	18	action	action	NOUN
brj-24958	38	19	for	for	ADP
brj-24958	38	20	8	8	NUM
brj-24958	38	21	m	m	NOUN
brj-24958	38	22	spans	span	NOUN
brj-24958	38	23	.	.	PUNCT
brj-24958	39	1	djoubissie	djoubissie	PROPN
brj-24958	39	2	et	et	PROPN
brj-24958	39	3	al	al	PROPN
brj-24958	39	4	.	.	PROPN
brj-24958	40	1	(	(	PUNCT
brj-24958	40	2	2018	2018	NUM
brj-24958	40	3	)	)	PUNCT
brj-24958	40	4	analyzed	analyze	VERB
brj-24958	40	5	connections	connection	NOUN
brj-24958	40	6	formed	form	VERB
brj-24958	40	7	by	by	ADP
brj-24958	40	8	notched	notch	VERB
brj-24958	40	9	and	and	CCONJ
brj-24958	40	10	threaded	thread	VERB
brj-24958	40	11	bars	bar	NOUN
brj-24958	40	12	;	;	PUNCT
brj-24958	40	13	these	these	DET
brj-24958	40	14	hybrid	hybrid	ADJ
brj-24958	40	15	configurations	configuration	NOUN
brj-24958	40	16	combined	combine	VERB
brj-24958	40	17	the	the	DET
brj-24958	40	18	stiffness	stiffness	ADJ
brj-24958	40	19	advantages	advantage	NOUN
brj-24958	40	20	of	of	ADP
brj-24958	40	21	notched	notch	VERB
brj-24958	40	22	connections	connection	NOUN
brj-24958	40	23	with	with	ADP
brj-24958	40	24	the	the	DET
brj-24958	40	25	ductility	ductility	NOUN
brj-24958	40	26	benefits	benefit	NOUN
brj-24958	40	27	of	of	ADP
brj-24958	40	28	steel	steel	NOUN
brj-24958	40	29	connections	connection	NOUN
brj-24958	40	30	.	.	PUNCT
brj-24958	41	1	while	while	SCONJ
brj-24958	41	2	notch	notch	ADJ
brj-24958	41	3	-	-	PUNCT
brj-24958	41	4	dowel	dowel	ADJ
brj-24958	41	5	connections	connection	NOUN
brj-24958	41	6	demonstrated	demonstrate	VERB
brj-24958	41	7	adequate	adequate	ADJ
brj-24958	41	8	composite	composite	ADJ
brj-24958	41	9	efficiency	efficiency	NOUN
brj-24958	41	10	in	in	ADP
brj-24958	41	11	numerous	numerous	ADJ
brj-24958	41	12	cases	case	NOUN
brj-24958	41	13	,	,	PUNCT
brj-24958	41	14	the	the	DET
brj-24958	41	15	embedded	embed	VERB
brj-24958	41	16	timber	timber	NOUN
brj-24958	41	17	regions	region	NOUN
brj-24958	41	18	and	and	CCONJ
brj-24958	41	19	timber	timber	NOUN
brj-24958	41	20	-	-	PUNCT
brj-24958	41	21	concrete	concrete	NOUN
brj-24958	41	22	bond	bond	NOUN
brj-24958	41	23	performance	performance	NOUN
brj-24958	41	24	often	often	ADV
brj-24958	41	25	remained	remain	VERB
brj-24958	41	26	suboptimal	suboptimal	ADJ
brj-24958	41	27	,	,	PUNCT
brj-24958	41	28	with	with	ADP
brj-24958	41	29	certain	certain	ADJ
brj-24958	41	30	configurations	configuration	NOUN
brj-24958	41	31	inducing	induce	VERB
brj-24958	41	32	initial	initial	ADJ
brj-24958	41	33	timber	timber	NOUN
brj-24958	41	34	damage	damage	NOUN
brj-24958	41	35	during	during	ADP
brj-24958	41	36	installation	installation	NOUN
brj-24958	41	37	.	.	PUNCT
brj-24958	42	1	to	to	PART
brj-24958	42	2	investigate	investigate	VERB
brj-24958	42	3	how	how	SCONJ
brj-24958	42	4	different	different	ADJ
brj-24958	42	5	fixation	fixation	NOUN
brj-24958	42	6	methods	method	NOUN
brj-24958	42	7	affect	affect	VERB
brj-24958	42	8	joint	joint	ADJ
brj-24958	42	9	performance	performance	NOUN
brj-24958	42	10	,	,	PUNCT
brj-24958	42	11	molina	molina	PROPN
brj-24958	42	12	et	et	PROPN
brj-24958	42	13	al	al	PROPN
brj-24958	42	14	.	.	PROPN
brj-24958	43	1	(	(	PUNCT
brj-24958	43	2	2020	2020	NUM
brj-24958	43	3	)	)	PUNCT
brj-24958	43	4	compared	compare	VERB
brj-24958	43	5	reinforcement	reinforcement	NOUN
brj-24958	43	6	bar	bar	NOUN
brj-24958	43	7	connections	connection	NOUN
brj-24958	43	8	installed	instal	VERB
brj-24958	43	9	via	via	ADP
brj-24958	43	10	epoxy	epoxy	NOUN
brj-24958	43	11	adhesion	adhesion	NOUN
brj-24958	43	12	versus	versus	ADP
brj-24958	43	13	those	those	PRON
brj-24958	43	14	inserted	insert	VERB
brj-24958	43	15	into	into	ADP
brj-24958	43	16	undersized	undersized	ADJ
brj-24958	43	17	timber	timber	NOUN
brj-24958	43	18	holes	hole	NOUN
brj-24958	43	19	(	(	PUNCT
brj-24958	43	20	without	without	ADP
brj-24958	43	21	adhesive	adhesive	ADJ
brj-24958	43	22	bonding	bonding	NOUN
brj-24958	43	23	)	)	PUNCT
brj-24958	43	24	.	.	PUNCT
brj-24958	44	1	their	their	PRON
brj-24958	44	2	results	result	NOUN
brj-24958	44	3	indicated	indicate	VERB
brj-24958	44	4	that	that	SCONJ
brj-24958	44	5	epoxy	epoxy	NOUN
brj-24958	44	6	-	-	PUNCT
brj-24958	44	7	bonded	bond	VERB
brj-24958	44	8	rebar	rebar	NOUN
brj-24958	44	9	connections	connection	NOUN
brj-24958	44	10	exhibited	exhibit	VERB
brj-24958	44	11	superior	superior	ADJ
brj-24958	44	12	stiffness	stiffness	NOUN
brj-24958	44	13	and	and	CCONJ
brj-24958	44	14	strength	strength	NOUN
brj-24958	44	15	compared	compare	VERB
brj-24958	44	16	to	to	ADP
brj-24958	44	17	friction	friction	NOUN
brj-24958	44	18	-	-	PUNCT
brj-24958	44	19	fit	fit	NOUN
brj-24958	44	20	alternatives	alternative	NOUN
brj-24958	44	21	,	,	PUNCT
brj-24958	44	22	highlighting	highlight	VERB
brj-24958	44	23	the	the	DET
brj-24958	44	24	importance	importance	NOUN
brj-24958	44	25	of	of	ADP
brj-24958	44	26	mechanical	mechanical	ADJ
brj-24958	44	27	fixation	fixation	NOUN
brj-24958	44	28	strategies	strategy	NOUN
brj-24958	44	29	on	on	ADP
brj-24958	44	30	overall	overall	ADJ
brj-24958	44	31	connection	connection	NOUN
brj-24958	44	32	performance	performance	NOUN
brj-24958	44	33	.	.	PUNCT
brj-24958	45	1	in	in	ADP
brj-24958	45	2	addition	addition	NOUN
brj-24958	45	3	to	to	ADP
brj-24958	45	4	the	the	DET
brj-24958	45	5	studies	study	NOUN
brj-24958	45	6	mentioned	mention	VERB
brj-24958	45	7	above	above	ADV
brj-24958	45	8	,	,	PUNCT
brj-24958	45	9	numerical	numerical	ADJ
brj-24958	45	10	modeling	modeling	NOUN
brj-24958	45	11	,	,	PUNCT
brj-24958	45	12	especially	especially	ADV
brj-24958	45	13	finite	finite	ADJ
brj-24958	45	14	element	element	NOUN
brj-24958	45	15	(	(	PUNCT
brj-24958	45	16	fe	fe	NOUN
brj-24958	45	17	)	)	PUNCT
brj-24958	45	18	analysis	analysis	NOUN
brj-24958	45	19	,	,	PUNCT
brj-24958	45	20	has	have	AUX
brj-24958	45	21	been	be	AUX
brj-24958	45	22	used	use	VERB
brj-24958	45	23	to	to	PART
brj-24958	45	24	simulate	simulate	VERB
brj-24958	45	25	the	the	DET
brj-24958	45	26	behavior	behavior	NOUN
brj-24958	45	27	of	of	ADP
brj-24958	45	28	tcc	tcc	PROPN
brj-24958	45	29	system	system	NOUN
brj-24958	45	30	under	under	ADP
brj-24958	45	31	different	different	ADJ
brj-24958	45	32	loading	loading	NOUN
brj-24958	45	33	conditions	condition	NOUN
brj-24958	45	34	.	.	PUNCT
brj-24958	46	1	dias	dias	PROPN
brj-24958	46	2	et	et	PROPN
brj-24958	46	3	al	al	PROPN
brj-24958	46	4	.	.	PROPN
brj-24958	46	5	(	(	PUNCT
brj-24958	46	6	2007b	2007b	NUM
brj-24958	46	7	)	)	PUNCT
brj-24958	46	8	developed	develop	VERB
brj-24958	46	9	a	a	DET
brj-24958	46	10	numerical	numerical	ADJ
brj-24958	46	11	model	model	NOUN
brj-24958	46	12	for	for	ADP
brj-24958	46	13	simulating	simulate	VERB
brj-24958	46	14	tcc	tcc	PROPN
brj-24958	46	15	dowel	dowel	NOUN
brj-24958	46	16	connections	connection	NOUN
brj-24958	46	17	.	.	PUNCT
brj-24958	47	1	however	however	ADV
brj-24958	47	2	,	,	PUNCT
brj-24958	47	3	the	the	DET
brj-24958	47	4	simplified	simplified	ADJ
brj-24958	47	5	wood	wood	NOUN
brj-24958	47	6	constitutive	constitutive	ADJ
brj-24958	47	7	model	model	NOUN
brj-24958	47	8	peer	peer	NOUN
brj-24958	47	9	-	-	PUNCT
brj-24958	47	10	reviewed	review	VERB
brj-24958	47	11	article	article	NOUN
brj-24958	47	12	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	47	13	yang	yang	PROPN
brj-24958	47	14	et	et	PROPN
brj-24958	47	15	al	al	PROPN
brj-24958	47	16	.	.	PROPN
brj-24958	48	1	(	(	PUNCT
brj-24958	48	2	2025	2025	NUM
brj-24958	48	3	)	)	PUNCT
brj-24958	48	4	.	.	PUNCT
brj-24958	49	1	“	"	PUNCT
brj-24958	49	2	glulam	glulam	NOUN
brj-24958	49	3	-	-	PUNCT
brj-24958	49	4	concrete	concrete	ADJ
brj-24958	49	5	connectors	connector	NOUN
brj-24958	49	6	,	,	PUNCT
brj-24958	49	7	”	"	PUNCT
brj-24958	49	8	bioresources	bioresource	NOUN
brj-24958	49	9	20(4	20(4	NOUN
brj-24958	49	10	)	)	PUNCT
brj-24958	49	11	,	,	PUNCT
brj-24958	49	12	10460	10460	NUM
brj-24958	49	13	-	-	SYM
brj-24958	49	14	10486	10486	NUM
brj-24958	49	15	.	.	PUNCT
brj-24958	50	1	10462	10462	NUM
brj-24958	50	2	enabled	enable	VERB
brj-24958	50	3	accurate	accurate	ADJ
brj-24958	50	4	prediction	prediction	NOUN
brj-24958	50	5	of	of	ADP
brj-24958	50	6	load	load	NOUN
brj-24958	50	7	-	-	PUNCT
brj-24958	50	8	slip	slip	NOUN
brj-24958	50	9	behavior	behavior	NOUN
brj-24958	50	10	but	but	CCONJ
brj-24958	50	11	simultaneously	simultaneously	ADV
brj-24958	50	12	overestimated	overestimate	VERB
brj-24958	50	13	maximum	maximum	ADJ
brj-24958	50	14	load	load	NOUN
brj-24958	50	15	capacities	capacity	NOUN
brj-24958	50	16	and	and	CCONJ
brj-24958	50	17	initial	initial	ADJ
brj-24958	50	18	stiffness	stiffness	ADJ
brj-24958	50	19	values	value	NOUN
brj-24958	50	20	.	.	PUNCT
brj-24958	51	1	oudjene	oudjene	VERB
brj-24958	51	2	et	et	PROPN
brj-24958	51	3	al	al	PROPN
brj-24958	51	4	.	.	PROPN
brj-24958	52	1	(	(	PUNCT
brj-24958	52	2	2013	2013	NUM
brj-24958	52	3	)	)	PUNCT
brj-24958	52	4	introduced	introduce	VERB
brj-24958	52	5	a	a	DET
brj-24958	52	6	beam	beam	NOUN
brj-24958	52	7	-	-	PUNCT
brj-24958	52	8	solid	solid	ADJ
brj-24958	52	9	fe	fe	NOUN
brj-24958	52	10	model	model	NOUN
brj-24958	52	11	for	for	ADP
brj-24958	52	12	analyzing	analyze	VERB
brj-24958	52	13	the	the	DET
brj-24958	52	14	nonlinear	nonlinear	ADJ
brj-24958	52	15	behavior	behavior	NOUN
brj-24958	52	16	of	of	ADP
brj-24958	52	17	screw	screw	NOUN
brj-24958	52	18	-	-	PUNCT
brj-24958	52	19	type	type	NOUN
brj-24958	52	20	tcc	tcc	PROPN
brj-24958	52	21	connections	connection	NOUN
brj-24958	52	22	.	.	PUNCT
brj-24958	53	1	while	while	SCONJ
brj-24958	53	2	effective	effective	ADJ
brj-24958	53	3	for	for	ADP
brj-24958	53	4	load	load	NOUN
brj-24958	53	5	-	-	PUNCT
brj-24958	53	6	slip	slip	NOUN
brj-24958	53	7	behavior	behavior	NOUN
brj-24958	53	8	prediction	prediction	NOUN
brj-24958	53	9	,	,	PUNCT
brj-24958	53	10	this	this	DET
brj-24958	53	11	approach	approach	NOUN
brj-24958	53	12	neglected	neglect	VERB
brj-24958	53	13	metal	metal	NOUN
brj-24958	53	14	fastener	fastener	NOUN
brj-24958	53	15	failure	failure	NOUN
brj-24958	53	16	mechanisms	mechanism	NOUN
brj-24958	53	17	and	and	CCONJ
brj-24958	53	18	provided	provide	VERB
brj-24958	53	19	limited	limited	ADJ
brj-24958	53	20	insight	insight	NOUN
brj-24958	53	21	into	into	ADP
brj-24958	53	22	failure	failure	NOUN
brj-24958	53	23	mode	mode	NOUN
brj-24958	53	24	transitions	transition	NOUN
brj-24958	53	25	through	through	ADP
brj-24958	53	26	parametric	parametric	ADJ
brj-24958	53	27	analyses	analysis	NOUN
brj-24958	53	28	.	.	PUNCT
brj-24958	54	1	bedon	bedon	NOUN
brj-24958	54	2	and	and	CCONJ
brj-24958	54	3	fragiacomo	fragiacomo	ADV
brj-24958	54	4	(	(	PUNCT
brj-24958	54	5	2017	2017	NUM
brj-24958	54	6	)	)	PUNCT
brj-24958	54	7	employed	employ	VERB
brj-24958	54	8	idealized	idealize	VERB
brj-24958	54	9	elastoplastic	elastoplastic	ADJ
brj-24958	54	10	constitutive	constitutive	ADJ
brj-24958	54	11	relationships	relationship	NOUN
brj-24958	54	12	with	with	ADP
brj-24958	54	13	cohesive	cohesive	ADJ
brj-24958	54	14	zone	zone	NOUN
brj-24958	54	15	elements	element	NOUN
brj-24958	54	16	to	to	PART
brj-24958	54	17	predict	predict	VERB
brj-24958	54	18	the	the	DET
brj-24958	54	19	nonlinear	nonlinear	ADJ
brj-24958	54	20	behavior	behavior	NOUN
brj-24958	54	21	of	of	ADP
brj-24958	54	22	tcc	tcc	PROPN
brj-24958	54	23	notched	notch	VERB
brj-24958	54	24	joints	joint	NOUN
brj-24958	54	25	.	.	PUNCT
brj-24958	55	1	while	while	SCONJ
brj-24958	55	2	their	their	PRON
brj-24958	55	3	model	model	NOUN
brj-24958	55	4	accurately	accurately	ADV
brj-24958	55	5	predicted	predict	VERB
brj-24958	55	6	failure	failure	NOUN
brj-24958	55	7	loads	load	NOUN
brj-24958	55	8	and	and	CCONJ
brj-24958	55	9	modes	mode	NOUN
brj-24958	55	10	,	,	PUNCT
brj-24958	55	11	it	it	PRON
brj-24958	55	12	significantly	significantly	ADV
brj-24958	55	13	overestimated	overestimate	VERB
brj-24958	55	14	ultimate	ultimate	ADJ
brj-24958	55	15	tangent	tangent	NOUN
brj-24958	55	16	stiffness	stiffness	ADJ
brj-24958	55	17	values	value	NOUN
brj-24958	55	18	,	,	PUNCT
brj-24958	55	19	highlighting	highlight	VERB
brj-24958	55	20	the	the	DET
brj-24958	55	21	need	need	NOUN
brj-24958	55	22	for	for	ADP
brj-24958	55	23	improved	improve	VERB
brj-24958	55	24	material	material	NOUN
brj-24958	55	25	characterization	characterization	NOUN
brj-24958	55	26	in	in	ADP
brj-24958	55	27	numerical	numerical	ADJ
brj-24958	55	28	simulations	simulation	NOUN
brj-24958	55	29	.	.	PUNCT
brj-24958	56	1	numerous	numerous	ADJ
brj-24958	56	2	studies	study	NOUN
brj-24958	56	3	have	have	AUX
brj-24958	56	4	explored	explore	VERB
brj-24958	56	5	the	the	DET
brj-24958	56	6	behavior	behavior	NOUN
brj-24958	56	7	of	of	ADP
brj-24958	56	8	tcc	tcc	PROPN
brj-24958	56	9	shear	shear	NOUN
brj-24958	56	10	connectors	connector	NOUN
brj-24958	56	11	,	,	PUNCT
brj-24958	56	12	yet	yet	ADV
brj-24958	56	13	challenges	challenge	NOUN
brj-24958	56	14	remain	remain	VERB
brj-24958	56	15	in	in	ADP
brj-24958	56	16	understanding	understand	VERB
brj-24958	56	17	the	the	DET
brj-24958	56	18	influence	influence	NOUN
brj-24958	56	19	of	of	ADP
brj-24958	56	20	various	various	ADJ
brj-24958	56	21	parameters	parameter	NOUN
brj-24958	56	22	on	on	ADP
brj-24958	56	23	their	their	PRON
brj-24958	56	24	load	load	NOUN
brj-24958	56	25	capacity	capacity	NOUN
brj-24958	56	26	,	,	PUNCT
brj-24958	56	27	stiffness	stiffness	NOUN
brj-24958	56	28	,	,	PUNCT
brj-24958	56	29	and	and	CCONJ
brj-24958	56	30	ductility	ductility	NOUN
brj-24958	56	31	,	,	PUNCT
brj-24958	56	32	and	and	CCONJ
brj-24958	56	33	in	in	ADP
brj-24958	56	34	accurately	accurately	ADV
brj-24958	56	35	predicting	predict	VERB
brj-24958	56	36	their	their	PRON
brj-24958	56	37	performance	performance	NOUN
brj-24958	56	38	across	across	ADP
brj-24958	56	39	different	different	ADJ
brj-24958	56	40	configurations	configuration	NOUN
brj-24958	56	41	.	.	PUNCT
brj-24958	57	1	recent	recent	ADJ
brj-24958	57	2	advances	advance	NOUN
brj-24958	57	3	in	in	ADP
brj-24958	57	4	composite	composite	ADJ
brj-24958	57	5	structure	structure	NOUN
brj-24958	57	6	analysis	analysis	NOUN
brj-24958	57	7	have	have	AUX
brj-24958	57	8	highlighted	highlight	VERB
brj-24958	57	9	the	the	DET
brj-24958	57	10	value	value	NOUN
brj-24958	57	11	of	of	ADP
brj-24958	57	12	reliability	reliability	NOUN
brj-24958	57	13	-	-	PUNCT
brj-24958	57	14	based	base	VERB
brj-24958	57	15	modeling	modeling	NOUN
brj-24958	57	16	(	(	PUNCT
brj-24958	57	17	harrach	harrach	NOUN
brj-24958	57	18	et	et	PROPN
brj-24958	57	19	al	al	PROPN
brj-24958	57	20	.	.	PROPN
brj-24958	57	21	2022	2022	NUM
brj-24958	57	22	)	)	PUNCT
brj-24958	57	23	and	and	CCONJ
brj-24958	57	24	hybrid	hybrid	ADJ
brj-24958	57	25	material	material	NOUN
brj-24958	57	26	reinforcement	reinforcement	NOUN
brj-24958	57	27	(	(	PUNCT
brj-24958	57	28	khaleel	khaleel	PROPN
brj-24958	57	29	ibrahim	ibrahim	PROPN
brj-24958	57	30	et	et	PROPN
brj-24958	57	31	al	al	PROPN
brj-24958	57	32	.	.	PROPN
brj-24958	57	33	2023	2023	NUM
brj-24958	57	34	)	)	PUNCT
brj-24958	57	35	.	.	PUNCT
brj-24958	58	1	these	these	DET
brj-24958	58	2	works	work	NOUN
brj-24958	58	3	emphasize	emphasize	VERB
brj-24958	58	4	the	the	DET
brj-24958	58	5	integration	integration	NOUN
brj-24958	58	6	of	of	ADP
brj-24958	58	7	advanced	advanced	ADJ
brj-24958	58	8	modeling	modeling	NOUN
brj-24958	58	9	techniques	technique	NOUN
brj-24958	58	10	with	with	ADP
brj-24958	58	11	multi	multi	ADJ
brj-24958	58	12	-	-	ADJ
brj-24958	58	13	material	material	ADJ
brj-24958	58	14	synergy	synergy	NOUN
brj-24958	58	15	,	,	PUNCT
brj-24958	58	16	providing	provide	VERB
brj-24958	58	17	a	a	DET
brj-24958	58	18	relevant	relevant	ADJ
brj-24958	58	19	framework	framework	NOUN
brj-24958	58	20	for	for	ADP
brj-24958	58	21	the	the	DET
brj-24958	58	22	present	present	ADJ
brj-24958	58	23	study	study	NOUN
brj-24958	58	24	—	—	PUNCT
brj-24958	58	25	which	which	PRON
brj-24958	58	26	combines	combine	VERB
brj-24958	58	27	gir	gir	NOUN
brj-24958	58	28	(	(	PUNCT
brj-24958	58	29	metal	metal	NOUN
brj-24958	58	30	)	)	PUNCT
brj-24958	58	31	and	and	CCONJ
brj-24958	58	32	notched	notch	VERB
brj-24958	58	33	(	(	PUNCT
brj-24958	58	34	timberconcrete	timberconcrete	NOUN
brj-24958	58	35	)	)	PUNCT
brj-24958	58	36	connections	connection	NOUN
brj-24958	58	37	to	to	PART
brj-24958	58	38	optimize	optimize	VERB
brj-24958	58	39	tcc	tcc	PROPN
brj-24958	58	40	performance	performance	NOUN
brj-24958	58	41	through	through	ADP
brj-24958	58	42	experimental	experimental	ADJ
brj-24958	58	43	and	and	CCONJ
brj-24958	58	44	fe	fe	NOUN
brj-24958	58	45	approaches	approach	NOUN
brj-24958	58	46	.	.	PUNCT
brj-24958	59	1	this	this	DET
brj-24958	59	2	study	study	NOUN
brj-24958	59	3	aims	aim	VERB
brj-24958	59	4	to	to	PART
brj-24958	59	5	address	address	VERB
brj-24958	59	6	these	these	DET
brj-24958	59	7	gaps	gap	NOUN
brj-24958	59	8	by	by	ADP
brj-24958	59	9	investigating	investigate	VERB
brj-24958	59	10	the	the	DET
brj-24958	59	11	performance	performance	NOUN
brj-24958	59	12	of	of	ADP
brj-24958	59	13	tcc	tcc	PROPN
brj-24958	59	14	structures	structure	NOUN
brj-24958	59	15	with	with	ADP
brj-24958	59	16	notched	notch	VERB
brj-24958	59	17	shear	shear	NOUN
brj-24958	59	18	connectors	connector	NOUN
brj-24958	59	19	and	and	CCONJ
brj-24958	59	20	glued	glue	VERB
brj-24958	59	21	-	-	PUNCT
brj-24958	59	22	in	in	ADP
brj-24958	59	23	threaded	thread	VERB
brj-24958	59	24	rods	rod	NOUN
brj-24958	59	25	(	(	PUNCT
brj-24958	59	26	gir	gir	PROPN
brj-24958	59	27	)	)	PUNCT
brj-24958	59	28	through	through	ADP
brj-24958	59	29	experimental	experimental	ADJ
brj-24958	59	30	push	push	VERB
brj-24958	59	31	-	-	PUNCT
brj-24958	59	32	out	out	ADP
brj-24958	59	33	tests	test	NOUN
brj-24958	59	34	,	,	PUNCT
brj-24958	59	35	three	three	NUM
brj-24958	59	36	-	-	PUNCT
brj-24958	59	37	dimensional	dimensional	ADJ
brj-24958	59	38	finite	finite	ADJ
brj-24958	59	39	element	element	NOUN
brj-24958	59	40	modeling	modeling	NOUN
brj-24958	59	41	,	,	PUNCT
brj-24958	59	42	and	and	CCONJ
brj-24958	59	43	parametric	parametric	ADJ
brj-24958	59	44	analyses	analysis	NOUN
brj-24958	59	45	.	.	PUNCT
brj-24958	60	1	a	a	DET
brj-24958	60	2	schematic	schematic	ADJ
brj-24958	60	3	diagram	diagram	NOUN
brj-24958	60	4	of	of	ADP
brj-24958	60	5	the	the	DET
brj-24958	60	6	connection	connection	NOUN
brj-24958	60	7	is	be	AUX
brj-24958	60	8	shown	show	VERB
brj-24958	60	9	in	in	ADP
brj-24958	60	10	fig	fig	NOUN
brj-24958	60	11	.	.	PUNCT
brj-24958	61	1	1	1	X
brj-24958	61	2	.	.	PUNCT
brj-24958	61	3	the	the	DET
brj-24958	61	4	main	main	ADJ
brj-24958	61	5	objectives	objective	NOUN
brj-24958	61	6	were	be	AUX
brj-24958	61	7	to	to	PART
brj-24958	61	8	develop	develop	VERB
brj-24958	61	9	a	a	DET
brj-24958	61	10	validated	validate	VERB
brj-24958	61	11	fe	fe	NOUN
brj-24958	61	12	model	model	NOUN
brj-24958	61	13	to	to	PART
brj-24958	61	14	predict	predict	VERB
brj-24958	61	15	the	the	DET
brj-24958	61	16	structural	structural	ADJ
brj-24958	61	17	behavior	behavior	NOUN
brj-24958	61	18	of	of	ADP
brj-24958	61	19	tcc	tcc	PROPN
brj-24958	61	20	connectors	connector	NOUN
brj-24958	61	21	,	,	PUNCT
brj-24958	61	22	analyze	analyze	VERB
brj-24958	61	23	the	the	DET
brj-24958	61	24	effects	effect	NOUN
brj-24958	61	25	of	of	ADP
brj-24958	61	26	key	key	ADJ
brj-24958	61	27	parameters	parameter	NOUN
brj-24958	61	28	such	such	ADJ
brj-24958	61	29	as	as	ADP
brj-24958	61	30	notch	notch	ADJ
brj-24958	61	31	size	size	NOUN
brj-24958	61	32	,	,	PUNCT
brj-24958	61	33	gir	gir	VERB
brj-24958	61	34	diameter	diameter	NOUN
brj-24958	61	35	,	,	PUNCT
brj-24958	61	36	and	and	CCONJ
brj-24958	61	37	embedment	embedment	ADJ
brj-24958	61	38	length	length	NOUN
brj-24958	61	39	on	on	ADP
brj-24958	61	40	connector	connector	NOUN
brj-24958	61	41	performance	performance	NOUN
brj-24958	61	42	,	,	PUNCT
brj-24958	61	43	and	and	CCONJ
brj-24958	61	44	propose	propose	VERB
brj-24958	61	45	theoretical	theoretical	ADJ
brj-24958	61	46	models	model	NOUN
brj-24958	61	47	for	for	ADP
brj-24958	61	48	load	load	NOUN
brj-24958	61	49	capacity	capacity	NOUN
brj-24958	61	50	prediction	prediction	NOUN
brj-24958	61	51	.	.	PUNCT
brj-24958	62	1	this	this	DET
brj-24958	62	2	study	study	NOUN
brj-24958	62	3	provides	provide	VERB
brj-24958	62	4	valuable	valuable	ADJ
brj-24958	62	5	insights	insight	NOUN
brj-24958	62	6	for	for	ADP
brj-24958	62	7	optimizing	optimize	VERB
brj-24958	62	8	tcc	tcc	PROPN
brj-24958	62	9	shear	shear	NOUN
brj-24958	62	10	connector	connector	NOUN
brj-24958	62	11	design	design	NOUN
brj-24958	62	12	and	and	CCONJ
brj-24958	62	13	enhancing	enhance	VERB
brj-24958	62	14	structural	structural	ADJ
brj-24958	62	15	performance	performance	NOUN
brj-24958	62	16	.	.	PUNCT
brj-24958	63	1	fig	fig	NOUN
brj-24958	63	2	.	.	PUNCT
brj-24958	64	1	1	1	X
brj-24958	64	2	.	.	PUNCT
brj-24958	65	1	the	the	DET
brj-24958	65	2	schematic	schematic	ADJ
brj-24958	65	3	diagram	diagram	NOUN
brj-24958	65	4	of	of	ADP
brj-24958	65	5	the	the	DET
brj-24958	65	6	gir	gir	PROPN
brj-24958	65	7	connection	connection	NOUN
brj-24958	65	8	and	and	CCONJ
brj-24958	65	9	notched	notch	VERB
brj-24958	65	10	shear	shear	NOUN
brj-24958	65	11	connectors	connector	NOUN
brj-24958	65	12	peer	peer	NOUN
brj-24958	65	13	-	-	PUNCT
brj-24958	65	14	reviewed	review	VERB
brj-24958	65	15	article	article	NOUN
brj-24958	65	16	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	65	17	yang	yang	PROPN
brj-24958	65	18	et	et	PROPN
brj-24958	65	19	al	al	PROPN
brj-24958	65	20	.	.	PROPN
brj-24958	66	1	(	(	PUNCT
brj-24958	66	2	2025	2025	NUM
brj-24958	66	3	)	)	PUNCT
brj-24958	66	4	.	.	PUNCT
brj-24958	67	1	“	"	PUNCT
brj-24958	67	2	glulam	glulam	NOUN
brj-24958	67	3	-	-	PUNCT
brj-24958	67	4	concrete	concrete	ADJ
brj-24958	67	5	connectors	connector	NOUN
brj-24958	67	6	,	,	PUNCT
brj-24958	67	7	”	"	PUNCT
brj-24958	67	8	bioresources	bioresource	NOUN
brj-24958	67	9	20(4	20(4	NOUN
brj-24958	67	10	)	)	PUNCT
brj-24958	67	11	,	,	PUNCT
brj-24958	67	12	10460	10460	NUM
brj-24958	67	13	-	-	SYM
brj-24958	67	14	10486	10486	NUM
brj-24958	67	15	.	.	PUNCT
brj-24958	68	1	10463	10463	NUM
brj-24958	68	2	experimental	experimental	ADJ
brj-24958	68	3	push	push	NOUN
brj-24958	68	4	-	-	PUNCT
brj-24958	68	5	out	out	ADP
brj-24958	68	6	test	test	NOUN
brj-24958	68	7	a	a	DET
brj-24958	68	8	systematic	systematic	ADJ
brj-24958	68	9	and	and	CCONJ
brj-24958	68	10	comprehensive	comprehensive	ADJ
brj-24958	68	11	series	series	NOUN
brj-24958	68	12	of	of	ADP
brj-24958	68	13	push	push	NOUN
brj-24958	68	14	-	-	PUNCT
brj-24958	68	15	out	out	ADP
brj-24958	68	16	tests	test	NOUN
brj-24958	68	17	was	be	AUX
brj-24958	68	18	conducted	conduct	VERB
brj-24958	68	19	on	on	ADP
brj-24958	68	20	gir	gir	ADJ
brj-24958	68	21	connections	connection	NOUN
brj-24958	68	22	,	,	PUNCT
brj-24958	68	23	evaluating	evaluate	VERB
brj-24958	68	24	both	both	DET
brj-24958	68	25	configurations	configuration	NOUN
brj-24958	68	26	with	with	ADP
brj-24958	68	27	and	and	CCONJ
brj-24958	68	28	without	without	ADP
brj-24958	68	29	notched	notch	VERB
brj-24958	68	30	connectors	connector	NOUN
brj-24958	68	31	.	.	PUNCT
brj-24958	69	1	the	the	DET
brj-24958	69	2	detailed	detailed	ADJ
brj-24958	69	3	specimen	speciman	NOUN
brj-24958	69	4	geometries	geometry	NOUN
brj-24958	69	5	and	and	CCONJ
brj-24958	69	6	specific	specific	ADJ
brj-24958	69	7	configurations	configuration	NOUN
brj-24958	69	8	are	be	AUX
brj-24958	69	9	summarized	summarize	VERB
brj-24958	69	10	in	in	ADP
brj-24958	69	11	table	table	NOUN
brj-24958	69	12	1	1	NUM
brj-24958	69	13	and	and	CCONJ
brj-24958	69	14	illustrated	illustrate	VERB
brj-24958	69	15	in	in	ADP
brj-24958	69	16	fig	fig	NOUN
brj-24958	69	17	.	.	PUNCT
brj-24958	70	1	2	2	X
brj-24958	70	2	.	.	X
brj-24958	70	3	each	each	DET
brj-24958	70	4	push	push	VERB
brj-24958	70	5	-	-	PUNCT
brj-24958	70	6	out	out	ADP
brj-24958	70	7	test	test	NOUN
brj-24958	70	8	specimen	speciman	NOUN
brj-24958	70	9	was	be	AUX
brj-24958	70	10	designed	design	VERB
brj-24958	70	11	with	with	ADP
brj-24958	70	12	a	a	DET
brj-24958	70	13	symmetrical	symmetrical	ADJ
brj-24958	70	14	threelayer	threelayer	NOUN
brj-24958	70	15	structural	structural	ADJ
brj-24958	70	16	arrangement	arrangement	NOUN
brj-24958	70	17	,	,	PUNCT
brj-24958	70	18	comprising	comprise	VERB
brj-24958	70	19	two	two	NUM
brj-24958	70	20	reinforced	reinforce	VERB
brj-24958	70	21	concrete	concrete	ADJ
brj-24958	70	22	slabs	slab	NOUN
brj-24958	70	23	enclosing	enclose	VERB
brj-24958	70	24	a	a	DET
brj-24958	70	25	glued	glue	VERB
brj-24958	70	26	laminated	laminate	VERB
brj-24958	70	27	timber	timber	NOUN
brj-24958	70	28	(	(	PUNCT
brj-24958	70	29	glt	glt	PROPN
brj-24958	70	30	)	)	PUNCT
brj-24958	70	31	beam	beam	NOUN
brj-24958	70	32	.	.	PUNCT
brj-24958	71	1	the	the	DET
brj-24958	71	2	glt	glt	PROPN
brj-24958	71	3	was	be	AUX
brj-24958	71	4	manufactured	manufacture	VERB
brj-24958	71	5	from	from	ADP
brj-24958	71	6	norway	norway	PROPN
brj-24958	71	7	spruce	spruce	NOUN
brj-24958	71	8	(	(	PUNCT
brj-24958	71	9	picea	picea	NOUN
brj-24958	71	10	abies	abie	NOUN
brj-24958	71	11	)	)	PUNCT
brj-24958	71	12	(	(	PUNCT
brj-24958	71	13	a	a	DET
brj-24958	71	14	commonly	commonly	ADV
brj-24958	71	15	used	use	VERB
brj-24958	71	16	structural	structural	ADJ
brj-24958	71	17	softwood	softwood	NOUN
brj-24958	71	18	)	)	PUNCT
brj-24958	71	19	,	,	PUNCT
brj-24958	71	20	with	with	ADP
brj-24958	71	21	a	a	DET
brj-24958	71	22	strength	strength	NOUN
brj-24958	71	23	class	class	NOUN
brj-24958	71	24	of	of	ADP
brj-24958	71	25	c24	c24	NOUN
brj-24958	71	26	per	per	ADP
brj-24958	71	27	en	en	X
brj-24958	71	28	338	338	NUM
brj-24958	71	29	(	(	PUNCT
brj-24958	71	30	1995	1995	NUM
brj-24958	71	31	)	)	PUNCT
brj-24958	71	32	(	(	PUNCT
brj-24958	71	33	density	density	NOUN
brj-24958	71	34	=	=	SYM
brj-24958	71	35	420	420	NUM
brj-24958	71	36	kg	kg	NOUN
brj-24958	71	37	/	/	SYM
brj-24958	71	38	m³	m³	ADJ
brj-24958	71	39	,	,	PUNCT
brj-24958	71	40	longitudinal	longitudinal	ADJ
brj-24958	71	41	compressive	compressive	ADJ
brj-24958	71	42	strength	strength	NOUN
brj-24958	71	43	=	=	SYM
brj-24958	71	44	35.5	35.5	NUM
brj-24958	71	45	mpa	mpa	NOUN
brj-24958	71	46	)	)	PUNCT
brj-24958	71	47	.	.	PUNCT
brj-24958	72	1	the	the	DET
brj-24958	72	2	glt	glt	PROPN
brj-24958	72	3	’s	’s	PART
brj-24958	72	4	grain	grain	NOUN
brj-24958	72	5	orientation	orientation	NOUN
brj-24958	72	6	was	be	AUX
brj-24958	72	7	parallel	parallel	ADJ
brj-24958	72	8	to	to	ADP
brj-24958	72	9	the	the	DET
brj-24958	72	10	beam	beam	NOUN
brj-24958	72	11	’s	’s	PART
brj-24958	72	12	length	length	NOUN
brj-24958	72	13	direction	direction	NOUN
brj-24958	72	14	(	(	PUNCT
brj-24958	72	15	longitudinal	longitudinal	ADJ
brj-24958	72	16	axis	axis	NOUN
brj-24958	72	17	)	)	PUNCT
brj-24958	72	18	,	,	PUNCT
brj-24958	72	19	as	as	SCONJ
brj-24958	72	20	labeled	label	VERB
brj-24958	72	21	in	in	ADP
brj-24958	72	22	fig	fig	NOUN
brj-24958	72	23	.	.	PUNCT
brj-24958	73	1	1	1	NUM
brj-24958	73	2	(	(	PUNCT
brj-24958	73	3	d	d	NOUN
brj-24958	73	4	)	)	PUNCT
brj-24958	73	5	,	,	PUNCT
brj-24958	73	6	to	to	PART
brj-24958	73	7	ensure	ensure	VERB
brj-24958	73	8	alignment	alignment	NOUN
brj-24958	73	9	with	with	ADP
brj-24958	73	10	the	the	DET
brj-24958	73	11	primary	primary	ADJ
brj-24958	73	12	bending	bending	NOUN
brj-24958	73	13	/	/	SYM
brj-24958	73	14	tension	tension	NOUN
brj-24958	73	15	forces	force	NOUN
brj-24958	73	16	in	in	ADP
brj-24958	73	17	tcc	tcc	PROPN
brj-24958	73	18	beams	beam	NOUN
brj-24958	73	19	.	.	PUNCT
brj-24958	74	1	the	the	DET
brj-24958	74	2	glt	glt	PROPN
brj-24958	74	3	dimensions	dimension	NOUN
brj-24958	74	4	were	be	AUX
brj-24958	74	5	130	130	NUM
brj-24958	74	6	mm	mm	NOUN
brj-24958	74	7	(	(	PUNCT
brj-24958	74	8	width	width	PROPN
brj-24958	74	9	)	)	PUNCT
brj-24958	74	10	×	×	NOUN
brj-24958	74	11	360	360	NUM
brj-24958	74	12	mm	mm	NOUN
brj-24958	74	13	(	(	PUNCT
brj-24958	74	14	height	height	NOUN
brj-24958	74	15	)	)	PUNCT
brj-24958	74	16	×	×	NOUN
brj-24958	74	17	400	400	NUM
brj-24958	74	18	mm	mm	NOUN
brj-24958	74	19	(	(	PUNCT
brj-24958	74	20	length	length	NOUN
brj-24958	74	21	)	)	PUNCT
brj-24958	74	22	,	,	PUNCT
brj-24958	74	23	with	with	ADP
brj-24958	74	24	lamella	lamella	ADJ
brj-24958	74	25	thicknesses	thickness	NOUN
brj-24958	74	26	of	of	ADP
brj-24958	74	27	30	30	NUM
brj-24958	74	28	mm	mm	NOUN
brj-24958	74	29	(	(	PUNCT
brj-24958	74	30	bonded	bond	VERB
brj-24958	74	31	with	with	ADP
brj-24958	74	32	structural	structural	ADJ
brj-24958	74	33	epoxy	epoxy	NOUN
brj-24958	74	34	adhesive	adhesive	NOUN
brj-24958	74	35	)	)	PUNCT
brj-24958	74	36	.	.	PUNCT
brj-24958	75	1	to	to	PART
brj-24958	75	2	enhance	enhance	VERB
brj-24958	75	3	structural	structural	ADJ
brj-24958	75	4	performance	performance	NOUN
brj-24958	75	5	,	,	PUNCT
brj-24958	75	6	steel	steel	NOUN
brj-24958	75	7	meshes	mesh	NOUN
brj-24958	75	8	were	be	AUX
brj-24958	75	9	embedded	embed	VERB
brj-24958	75	10	within	within	ADP
brj-24958	75	11	the	the	DET
brj-24958	75	12	concrete	concrete	ADJ
brj-24958	75	13	slabs	slab	NOUN
brj-24958	75	14	,	,	PUNCT
brj-24958	75	15	consisting	consist	VERB
brj-24958	75	16	of	of	ADP
brj-24958	75	17	8	8	NUM
brj-24958	75	18	mm	mm	NUM
brj-24958	75	19	-	-	PUNCT
brj-24958	75	20	diameter	diameter	NOUN
brj-24958	75	21	hrb400	hrb400	PROPN
brj-24958	75	22	reinforcement	reinforcement	NOUN
brj-24958	75	23	bars	bar	NOUN
brj-24958	75	24	(	(	PUNCT
brj-24958	75	25	yield	yield	NOUN
brj-24958	75	26	strength	strength	NOUN
brj-24958	75	27	=	=	SYM
brj-24958	75	28	400	400	NUM
brj-24958	75	29	mpa	mpa	NOUN
brj-24958	75	30	)	)	PUNCT
brj-24958	75	31	arranged	arrange	VERB
brj-24958	75	32	in	in	ADP
brj-24958	75	33	a	a	DET
brj-24958	75	34	bidirectional	bidirectional	ADJ
brj-24958	75	35	pattern	pattern	NOUN
brj-24958	75	36	(	(	PUNCT
brj-24958	75	37	longitudinal	longitudinal	ADJ
brj-24958	75	38	and	and	CCONJ
brj-24958	75	39	transverse	transverse	NOUN
brj-24958	75	40	directions	direction	NOUN
brj-24958	75	41	)	)	PUNCT
brj-24958	75	42	.	.	PUNCT
brj-24958	76	1	the	the	DET
brj-24958	76	2	bar	bar	NOUN
brj-24958	76	3	spacing	spacing	NOUN
brj-24958	76	4	was	be	AUX
brj-24958	76	5	uniformly	uniformly	ADV
brj-24958	76	6	set	set	VERB
brj-24958	76	7	to	to	ADP
brj-24958	76	8	100	100	NUM
brj-24958	76	9	mm	mm	NOUN
brj-24958	76	10	×	×	NOUN
brj-24958	76	11	100	100	NUM
brj-24958	76	12	mm	mm	NOUN
brj-24958	76	13	(	(	PUNCT
brj-24958	76	14	center	center	NOUN
brj-24958	76	15	-	-	PUNCT
brj-24958	76	16	to	to	ADP
brj-24958	76	17	-	-	PUNCT
brj-24958	76	18	center	center	NOUN
brj-24958	76	19	)	)	PUNCT
brj-24958	76	20	,	,	PUNCT
brj-24958	76	21	conforming	conform	VERB
brj-24958	76	22	to	to	ADP
brj-24958	76	23	the	the	DET
brj-24958	76	24	minimum	minimum	ADJ
brj-24958	76	25	reinforcement	reinforcement	NOUN
brj-24958	76	26	requirements	requirement	NOUN
brj-24958	76	27	of	of	ADP
brj-24958	76	28	en	en	PROPN
brj-24958	76	29	1992	1992	NUM
brj-24958	76	30	-	-	SYM
brj-24958	76	31	1	1	NUM
brj-24958	76	32	-	-	SYM
brj-24958	76	33	1	1	NUM
brj-24958	76	34	(	(	PUNCT
brj-24958	76	35	2005	2005	NUM
brj-24958	76	36	)	)	PUNCT
brj-24958	76	37	for	for	ADP
brj-24958	76	38	structural	structural	ADJ
brj-24958	76	39	concrete	concrete	ADJ
brj-24958	76	40	slabs	slab	NOUN
brj-24958	76	41	.	.	PUNCT
brj-24958	77	1	the	the	DET
brj-24958	77	2	mesh	mesh	NOUN
brj-24958	77	3	was	be	AUX
brj-24958	77	4	placed	place	VERB
brj-24958	77	5	20	20	NUM
brj-24958	77	6	mm	mm	NOUN
brj-24958	77	7	from	from	ADP
brj-24958	77	8	the	the	DET
brj-24958	77	9	slab	slab	NOUN
brj-24958	77	10	surface	surface	NOUN
brj-24958	77	11	(	(	PUNCT
brj-24958	77	12	cover	cover	NOUN
brj-24958	77	13	depth	depth	NOUN
brj-24958	77	14	)	)	PUNCT
brj-24958	77	15	to	to	PART
brj-24958	77	16	prevent	prevent	VERB
brj-24958	77	17	corrosion	corrosion	NOUN
brj-24958	77	18	.	.	PUNCT
brj-24958	78	1	the	the	DET
brj-24958	78	2	gir	gir	PROPN
brj-24958	78	3	connectors	connector	NOUN
brj-24958	78	4	were	be	AUX
brj-24958	78	5	installed	instal	VERB
brj-24958	78	6	into	into	ADP
brj-24958	78	7	the	the	DET
brj-24958	78	8	timber	timber	NOUN
brj-24958	78	9	beam	beam	NOUN
brj-24958	78	10	using	use	VERB
brj-24958	78	11	a	a	DET
brj-24958	78	12	thin	thin	ADJ
brj-24958	78	13	1	1	NUM
brj-24958	78	14	mm	mm	NOUN
brj-24958	78	15	adhesive	adhesive	ADJ
brj-24958	78	16	layer	layer	NOUN
brj-24958	78	17	to	to	PART
brj-24958	78	18	ensure	ensure	VERB
brj-24958	78	19	proper	proper	ADJ
brj-24958	78	20	bonding	bonding	NOUN
brj-24958	78	21	.	.	PUNCT
brj-24958	79	1	a	a	DET
brj-24958	79	2	structural	structural	ADJ
brj-24958	79	3	nut	nut	NOUN
brj-24958	79	4	was	be	AUX
brj-24958	79	5	securely	securely	ADV
brj-24958	79	6	fastened	fasten	VERB
brj-24958	79	7	at	at	ADP
brj-24958	79	8	the	the	DET
brj-24958	79	9	top	top	NOUN
brj-24958	79	10	of	of	ADP
brj-24958	79	11	each	each	DET
brj-24958	79	12	threaded	thread	VERB
brj-24958	79	13	steel	steel	NOUN
brj-24958	79	14	rod	rod	NOUN
brj-24958	79	15	to	to	PART
brj-24958	79	16	improve	improve	VERB
brj-24958	79	17	the	the	DET
brj-24958	79	18	anchorage	anchorage	NOUN
brj-24958	79	19	mechanism	mechanism	NOUN
brj-24958	79	20	within	within	ADP
brj-24958	79	21	the	the	DET
brj-24958	79	22	concrete	concrete	ADJ
brj-24958	79	23	slab	slab	NOUN
brj-24958	79	24	,	,	PUNCT
brj-24958	79	25	thereby	thereby	ADV
brj-24958	79	26	enhancing	enhance	VERB
brj-24958	79	27	the	the	DET
brj-24958	79	28	overall	overall	ADJ
brj-24958	79	29	load	load	NOUN
brj-24958	79	30	transfer	transfer	NOUN
brj-24958	79	31	capacity	capacity	NOUN
brj-24958	79	32	of	of	ADP
brj-24958	79	33	the	the	DET
brj-24958	79	34	connection	connection	NOUN
brj-24958	79	35	.	.	PUNCT
brj-24958	80	1	table	table	NOUN
brj-24958	80	2	1	1	NUM
brj-24958	80	3	.	.	X
brj-24958	80	4	geometry	geometry	NOUN
brj-24958	80	5	and	and	CCONJ
brj-24958	80	6	details	detail	NOUN
brj-24958	80	7	of	of	ADP
brj-24958	80	8	the	the	DET
brj-24958	80	9	tested	test	VERB
brj-24958	80	10	tcc	tcc	PROPN
brj-24958	80	11	connector	connector	NOUN
brj-24958	80	12	for	for	ADP
brj-24958	80	13	gir	gir	VERB
brj-24958	80	14	with	with	ADP
brj-24958	80	15	and	and	CCONJ
brj-24958	80	16	without	without	ADP
brj-24958	80	17	notch	notch	ADJ
brj-24958	80	18	connections	connection	NOUN
brj-24958	80	19	specimen	speciman	NOUN
brj-24958	80	20	code	code	PROPN
brj-24958	81	1	d	d	X
brj-24958	81	2	(	(	PUNCT
brj-24958	81	3	mm	mm	INTJ
brj-24958	81	4	)	)	PUNCT
brj-24958	81	5	l	l	NOUN
brj-24958	81	6	(	(	PUNCT
brj-24958	81	7	mm	mm	NOUN
brj-24958	81	8	)	)	PUNCT
brj-24958	81	9	lc	lc	PROPN
brj-24958	81	10	(	(	PUNCT
brj-24958	81	11	mm	mm	INTJ
brj-24958	81	12	)	)	PUNCT
brj-24958	81	13	ln	ln	NOUN
brj-24958	81	14	(	(	PUNCT
brj-24958	81	15	mm	mm	INTJ
brj-24958	81	16	)	)	PUNCT
brj-24958	81	17	h	h	NOUN
brj-24958	81	18	(	(	PUNCT
brj-24958	81	19	mm	mm	NOUN
brj-24958	81	20	)	)	PUNCT
brj-24958	81	21	number	number	NOUN
brj-24958	81	22	of	of	ADP
brj-24958	81	23	replicates	replicate	NOUN
brj-24958	81	24	gl10	gl10	PROPN
brj-24958	81	25	-	-	SYM
brj-24958	81	26	150	150	NUM
brj-24958	81	27	10	10	NUM
brj-24958	81	28	150	150	NUM
brj-24958	81	29	50	50	NUM
brj-24958	81	30	3	3	NUM
brj-24958	81	31	gl12	gl12	PROPN
brj-24958	81	32	-	-	PUNCT
brj-24958	81	33	170	170	NUM
brj-24958	81	34	12	12	NUM
brj-24958	81	35	170	170	NUM
brj-24958	81	36	50	50	NUM
brj-24958	81	37	3	3	NUM
brj-24958	81	38	gl16	gl16	PROPN
brj-24958	81	39	-	-	PUNCT
brj-24958	81	40	210	210	NUM
brj-24958	81	41	16	16	NUM
brj-24958	81	42	210	210	NUM
brj-24958	81	43	50	50	NUM
brj-24958	81	44	3	3	NUM
brj-24958	81	45	rg12	rg12	PROPN
brj-24958	81	46	-	-	PUNCT
brj-24958	81	47	50	50	NUM
brj-24958	81	48	12	12	NUM
brj-24958	81	49	170	170	NUM
brj-24958	81	50	100	100	NUM
brj-24958	81	51	50	50	NUM
brj-24958	81	52	50	50	NUM
brj-24958	81	53	3	3	NUM
brj-24958	81	54	rg12	rg12	PROPN
brj-24958	81	55	-	-	PUNCT
brj-24958	81	56	100	100	NUM
brj-24958	81	57	12	12	NUM
brj-24958	81	58	170	170	NUM
brj-24958	81	59	100	100	NUM
brj-24958	81	60	100	100	NUM
brj-24958	81	61	50	50	NUM
brj-24958	81	62	3	3	NUM
brj-24958	81	63	rg12	rg12	PROPN
brj-24958	81	64	-	-	SYM
brj-24958	81	65	150	150	NUM
brj-24958	81	66	12	12	NUM
brj-24958	81	67	170	170	NUM
brj-24958	81	68	150	150	NUM
brj-24958	81	69	150	150	NUM
brj-24958	81	70	50	50	NUM
brj-24958	81	71	3	3	NUM
brj-24958	81	72	note	note	NOUN
brj-24958	81	73	:	:	PUNCT
brj-24958	81	74	d	d	X
brj-24958	81	75	is	be	AUX
brj-24958	81	76	the	the	DET
brj-24958	81	77	nominal	nominal	ADJ
brj-24958	81	78	diameter	diameter	NOUN
brj-24958	81	79	of	of	ADP
brj-24958	81	80	gir	gir	PROPN
brj-24958	81	81	,	,	PUNCT
brj-24958	81	82	l	l	NOUN
brj-24958	81	83	is	be	AUX
brj-24958	81	84	the	the	DET
brj-24958	81	85	total	total	ADJ
brj-24958	81	86	length	length	NOUN
brj-24958	81	87	of	of	ADP
brj-24958	81	88	the	the	DET
brj-24958	81	89	gir	gir	PROPN
brj-24958	81	90	,	,	PUNCT
brj-24958	81	91	lc	lc	PROPN
brj-24958	81	92	is	be	AUX
brj-24958	81	93	the	the	DET
brj-24958	81	94	embedment	embedment	ADJ
brj-24958	81	95	length	length	NOUN
brj-24958	81	96	of	of	ADP
brj-24958	81	97	the	the	DET
brj-24958	81	98	gir	gir	NOUN
brj-24958	81	99	within	within	ADP
brj-24958	81	100	the	the	DET
brj-24958	81	101	concrete	concrete	NOUN
brj-24958	81	102	,	,	PUNCT
brj-24958	81	103	ln	ln	ADV
brj-24958	81	104	is	be	AUX
brj-24958	81	105	the	the	DET
brj-24958	81	106	length	length	NOUN
brj-24958	81	107	of	of	ADP
brj-24958	81	108	notch	notch	NOUN
brj-24958	81	109	,	,	PUNCT
brj-24958	81	110	and	and	CCONJ
brj-24958	81	111	h	h	NOUN
brj-24958	81	112	is	be	AUX
brj-24958	81	113	the	the	DET
brj-24958	81	114	height	height	NOUN
brj-24958	81	115	of	of	ADP
brj-24958	81	116	notch	notch	NOUN
brj-24958	81	117	.	.	PUNCT
brj-24958	82	1	a	a	DET
brj-24958	82	2	high	high	ADJ
brj-24958	82	3	-	-	PUNCT
brj-24958	82	4	precision	precision	NOUN
brj-24958	82	5	force	force	NOUN
brj-24958	82	6	transducer	transducer	NOUN
brj-24958	82	7	(	(	PUNCT
brj-24958	82	8	model	model	NOUN
brj-24958	82	9	:	:	PUNCT
brj-24958	82	10	hbm	hbm	PROPN
brj-24958	82	11	u9c	u9c	X
brj-24958	82	12	)	)	PUNCT
brj-24958	82	13	with	with	ADP
brj-24958	82	14	a	a	DET
brj-24958	82	15	range	range	NOUN
brj-24958	82	16	of	of	ADP
brj-24958	82	17	0	0	NUM
brj-24958	82	18	to	to	PART
brj-24958	82	19	500	500	NUM
brj-24958	82	20	kn	kn	NOUN
brj-24958	82	21	and	and	CCONJ
brj-24958	82	22	precision	precision	NOUN
brj-24958	82	23	of	of	ADP
brj-24958	82	24	±0.1	±0.1	NOUN
brj-24958	82	25	%	%	NOUN
brj-24958	82	26	full	full	ADJ
brj-24958	82	27	scale	scale	NOUN
brj-24958	82	28	(	(	PUNCT
brj-24958	82	29	fs	f	NOUN
brj-24958	82	30	)	)	PUNCT
brj-24958	82	31	was	be	AUX
brj-24958	82	32	installed	instal	VERB
brj-24958	82	33	between	between	ADP
brj-24958	82	34	the	the	DET
brj-24958	82	35	testing	testing	NOUN
brj-24958	82	36	machine	machine	NOUN
brj-24958	82	37	and	and	CCONJ
brj-24958	82	38	the	the	DET
brj-24958	82	39	specimen	speciman	NOUN
brj-24958	82	40	to	to	PART
brj-24958	82	41	measure	measure	VERB
brj-24958	82	42	applied	applied	ADJ
brj-24958	82	43	load	load	NOUN
brj-24958	82	44	.	.	PUNCT
brj-24958	83	1	furthermore	furthermore	ADV
brj-24958	83	2	,	,	PUNCT
brj-24958	83	3	four	four	NUM
brj-24958	83	4	linear	linear	ADJ
brj-24958	83	5	displacement	displacement	NOUN
brj-24958	83	6	transducers	transducer	NOUN
brj-24958	83	7	(	(	PUNCT
brj-24958	83	8	model	model	NOUN
brj-24958	83	9	:	:	PUNCT
brj-24958	83	10	keyence	keyence	PROPN
brj-24958	83	11	gt2	gt2	PROPN
brj-24958	83	12	)	)	PUNCT
brj-24958	83	13	with	with	ADP
brj-24958	83	14	a	a	DET
brj-24958	83	15	range	range	NOUN
brj-24958	83	16	of	of	ADP
brj-24958	83	17	0	0	NUM
brj-24958	83	18	to	to	PART
brj-24958	83	19	50	50	NUM
brj-24958	83	20	mm	mm	NOUN
brj-24958	83	21	and	and	CCONJ
brj-24958	83	22	precision	precision	NOUN
brj-24958	83	23	of	of	ADP
brj-24958	83	24	±0.01	±0.01	PROPN
brj-24958	83	25	mm	mm	PROPN
brj-24958	83	26	were	be	AUX
brj-24958	83	27	positioned	position	VERB
brj-24958	83	28	at	at	ADP
brj-24958	83	29	critical	critical	ADJ
brj-24958	83	30	locations	location	NOUN
brj-24958	83	31	(	(	PUNCT
brj-24958	83	32	e.g.	e.g.	ADV
brj-24958	83	33	,	,	PUNCT
brj-24958	83	34	timber	timber	NOUN
brj-24958	83	35	-	-	PUNCT
brj-24958	83	36	concrete	concrete	ADJ
brj-24958	83	37	interface	interface	NOUN
brj-24958	83	38	corners	corner	NOUN
brj-24958	83	39	)	)	PUNCT
brj-24958	83	40	to	to	PART
brj-24958	83	41	capture	capture	VERB
brj-24958	83	42	maximum	maximum	ADJ
brj-24958	83	43	relative	relative	ADJ
brj-24958	83	44	slip	slip	NOUN
brj-24958	83	45	,	,	PUNCT
brj-24958	83	46	as	as	SCONJ
brj-24958	83	47	these	these	DET
brj-24958	83	48	regions	region	NOUN
brj-24958	83	49	are	be	AUX
brj-24958	83	50	most	most	ADV
brj-24958	83	51	representative	representative	NOUN
brj-24958	83	52	of	of	ADP
brj-24958	83	53	the	the	DET
brj-24958	83	54	deformation	deformation	NOUN
brj-24958	83	55	behavior	behavior	NOUN
brj-24958	83	56	of	of	ADP
brj-24958	83	57	the	the	DET
brj-24958	83	58	specimens	specimen	NOUN
brj-24958	83	59	.	.	PUNCT
brj-24958	83	60	peer	peer	NOUN
brj-24958	83	61	-	-	PUNCT
brj-24958	83	62	reviewed	review	VERB
brj-24958	83	63	article	article	NOUN
brj-24958	83	64	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	84	1	yang	yang	PROPN
brj-24958	84	2	et	et	PROPN
brj-24958	84	3	al	al	PROPN
brj-24958	84	4	.	.	PROPN
brj-24958	84	5	(	(	PUNCT
brj-24958	84	6	2025	2025	NUM
brj-24958	84	7	)	)	PUNCT
brj-24958	84	8	.	.	PUNCT
brj-24958	85	1	“	"	PUNCT
brj-24958	85	2	glulam	glulam	NOUN
brj-24958	85	3	-	-	PUNCT
brj-24958	85	4	concrete	concrete	ADJ
brj-24958	85	5	connectors	connector	NOUN
brj-24958	85	6	,	,	PUNCT
brj-24958	85	7	”	"	PUNCT
brj-24958	85	8	bioresources	bioresource	NOUN
brj-24958	85	9	20(4	20(4	NOUN
brj-24958	85	10	)	)	PUNCT
brj-24958	85	11	,	,	PUNCT
brj-24958	85	12	10460	10460	NUM
brj-24958	85	13	-	-	SYM
brj-24958	85	14	10486	10486	NUM
brj-24958	85	15	.	.	PUNCT
brj-24958	86	1	10464	10464	NUM
brj-24958	86	2	fig	fig	NOUN
brj-24958	86	3	.	.	PUNCT
brj-24958	87	1	2	2	NUM
brj-24958	87	2	.	.	X
brj-24958	87	3	tcc	tcc	PROPN
brj-24958	87	4	push	push	VERB
brj-24958	87	5	-	-	PUNCT
brj-24958	87	6	out	out	ADP
brj-24958	87	7	specimens	specimen	NOUN
brj-24958	87	8	for	for	ADP
brj-24958	87	9	gir	gir	VERB
brj-24958	87	10	with	with	ADP
brj-24958	87	11	and	and	CCONJ
brj-24958	87	12	without	without	ADP
brj-24958	87	13	notch	notch	ADJ
brj-24958	87	14	connections	connection	NOUN
brj-24958	87	15	(	(	PUNCT
brj-24958	87	16	all	all	DET
brj-24958	87	17	dimensions	dimension	NOUN
brj-24958	87	18	in	in	ADP
brj-24958	87	19	mm	mm	PROPN
brj-24958	87	20	):	):	PUNCT
brj-24958	87	21	(	(	PUNCT
brj-24958	87	22	a	a	X
brj-24958	87	23	)	)	PUNCT
brj-24958	87	24	gl	gl	PROPN
brj-24958	87	25	series	series	PROPN
brj-24958	87	26	configuration	configuration	NOUN
brj-24958	87	27	(	(	PUNCT
brj-24958	87	28	no	no	DET
brj-24958	87	29	notch	notch	NOUN
brj-24958	87	30	)	)	PUNCT
brj-24958	87	31	,	,	PUNCT
brj-24958	87	32	showing	show	VERB
brj-24958	87	33	full	full	ADJ
brj-24958	87	34	-	-	PUNCT
brj-24958	87	35	threaded	thread	VERB
brj-24958	87	36	gir	gir	NOUN
brj-24958	88	1	(	(	PUNCT
brj-24958	88	2	d	d	SYM
brj-24958	88	3	=	=	SYM
brj-24958	88	4	10–16	10–16	NUM
brj-24958	88	5	mm	mm	NOUN
brj-24958	88	6	)	)	PUNCT
brj-24958	88	7	,	,	PUNCT
brj-24958	88	8	timber	timber	NOUN
brj-24958	88	9	beam	beam	NOUN
brj-24958	88	10	(	(	PUNCT
brj-24958	88	11	130	130	NUM
brj-24958	88	12	×	×	NOUN
brj-24958	88	13	360	360	NUM
brj-24958	88	14	×	×	NOUN
brj-24958	88	15	400	400	NUM
brj-24958	88	16	mm	mm	NOUN
brj-24958	88	17	)	)	PUNCT
brj-24958	88	18	,	,	PUNCT
brj-24958	88	19	and	and	CCONJ
brj-24958	88	20	concrete	concrete	ADJ
brj-24958	88	21	slabs	slab	NOUN
brj-24958	88	22	(	(	PUNCT
brj-24958	88	23	400	400	NUM
brj-24958	88	24	×	×	NOUN
brj-24958	88	25	400	400	NUM
brj-24958	88	26	×	×	NOUN
brj-24958	88	27	80	80	NUM
brj-24958	88	28	mm	mm	NOUN
brj-24958	88	29	)	)	PUNCT
brj-24958	88	30	;	;	PUNCT
brj-24958	88	31	(	(	PUNCT
brj-24958	88	32	b	b	X
brj-24958	88	33	)	)	PUNCT
brj-24958	88	34	rg	rg	PROPN
brj-24958	88	35	series	series	PROPN
brj-24958	88	36	configuration	configuration	NOUN
brj-24958	88	37	(	(	PUNCT
brj-24958	88	38	with	with	ADP
brj-24958	88	39	notch	notch	NOUN
brj-24958	88	40	)	)	PUNCT
brj-24958	88	41	,	,	PUNCT
brj-24958	88	42	adding	add	VERB
brj-24958	88	43	a	a	DET
brj-24958	88	44	notch	notch	NOUN
brj-24958	88	45	(	(	PUNCT
brj-24958	88	46	ln	ln	NOUN
brj-24958	88	47	=	=	SYM
brj-24958	88	48	50–150	50–150	NUM
brj-24958	88	49	mm	mm	NOUN
brj-24958	88	50	,	,	PUNCT
brj-24958	88	51	h	h	NOUN
brj-24958	88	52	=	=	NOUN
brj-24958	88	53	50	50	NUM
brj-24958	88	54	mm	mm	NOUN
brj-24958	88	55	)	)	PUNCT
brj-24958	88	56	at	at	ADP
brj-24958	88	57	the	the	DET
brj-24958	88	58	timber	timber	NOUN
brj-24958	88	59	-	-	PUNCT
brj-24958	88	60	concrete	concrete	NOUN
brj-24958	88	61	interface	interface	NOUN
brj-24958	88	62	;	;	PUNCT
brj-24958	88	63	(	(	PUNCT
brj-24958	88	64	c	c	X
brj-24958	88	65	)	)	PUNCT
brj-24958	88	66	cross	cross	NOUN
brj-24958	88	67	-	-	NOUN
brj-24958	88	68	section	section	NOUN
brj-24958	88	69	of	of	ADP
brj-24958	88	70	the	the	DET
brj-24958	88	71	reinforced	reinforce	VERB
brj-24958	88	72	concrete	concrete	ADJ
brj-24958	88	73	slab	slab	NOUN
brj-24958	88	74	,	,	PUNCT
brj-24958	88	75	showing	show	VERB
brj-24958	88	76	8	8	NUM
brj-24958	88	77	mm	mm	NUM
brj-24958	88	78	-	-	PUNCT
brj-24958	88	79	diameter	diameter	NOUN
brj-24958	88	80	rebar	rebar	NOUN
brj-24958	88	81	mesh	mesh	NOUN
brj-24958	88	82	(	(	PUNCT
brj-24958	88	83	spacing	space	VERB
brj-24958	88	84	=	=	NOUN
brj-24958	88	85	100	100	NUM
brj-24958	88	86	mm	mm	NOUN
brj-24958	88	87	×	×	PROPN
brj-24958	88	88	100	100	NUM
brj-24958	88	89	mm	mm	NOUN
brj-24958	88	90	)	)	PUNCT
brj-24958	88	91	;	;	PUNCT
brj-24958	88	92	and	and	CCONJ
brj-24958	88	93	(	(	PUNCT
brj-24958	88	94	d	d	X
brj-24958	88	95	)	)	PUNCT
brj-24958	88	96	cross	cross	NOUN
brj-24958	88	97	-	-	NOUN
brj-24958	88	98	section	section	NOUN
brj-24958	88	99	of	of	ADP
brj-24958	88	100	the	the	DET
brj-24958	88	101	glued	glue	VERB
brj-24958	88	102	laminated	laminate	VERB
brj-24958	88	103	timber	timber	NOUN
brj-24958	88	104	component	component	NOUN
brj-24958	88	105	.	.	PUNCT
brj-24958	89	1	the	the	DET
brj-24958	89	2	specific	specific	ADJ
brj-24958	89	3	arrangement	arrangement	NOUN
brj-24958	89	4	of	of	ADP
brj-24958	89	5	these	these	DET
brj-24958	89	6	transducers	transducer	NOUN
brj-24958	89	7	is	be	AUX
brj-24958	89	8	illustrated	illustrate	VERB
brj-24958	89	9	in	in	ADP
brj-24958	89	10	fig	fig	NOUN
brj-24958	89	11	.	.	PUNCT
brj-24958	90	1	3(a	3(a	NUM
brj-24958	90	2	)	)	PUNCT
brj-24958	90	3	.	.	PUNCT
brj-24958	91	1	the	the	DET
brj-24958	91	2	final	final	ADJ
brj-24958	91	3	specimen	speciman	NOUN
brj-24958	91	4	displacement	displacement	NOUN
brj-24958	91	5	was	be	AUX
brj-24958	91	6	determined	determine	VERB
brj-24958	91	7	as	as	ADP
brj-24958	91	8	the	the	DET
brj-24958	91	9	average	average	NOUN
brj-24958	91	10	of	of	ADP
brj-24958	91	11	these	these	DET
brj-24958	91	12	relative	relative	ADJ
brj-24958	91	13	displacement	displacement	ADJ
brj-24958	91	14	values	value	NOUN
brj-24958	91	15	.	.	PUNCT
brj-24958	92	1	this	this	DET
brj-24958	92	2	multi	multi	ADJ
brj-24958	92	3	-	-	ADJ
brj-24958	92	4	transducer	transducer	ADJ
brj-24958	92	5	configuration	configuration	NOUN
brj-24958	92	6	facilitated	facilitate	VERB
brj-24958	92	7	comprehensive	comprehensive	ADJ
brj-24958	92	8	monitoring	monitoring	NOUN
brj-24958	92	9	of	of	ADP
brj-24958	92	10	both	both	DET
brj-24958	92	11	force	force	NOUN
brj-24958	92	12	transmission	transmission	NOUN
brj-24958	92	13	and	and	CCONJ
brj-24958	92	14	deformation	deformation	NOUN
brj-24958	92	15	characteristics	characteristic	NOUN
brj-24958	92	16	during	during	ADP
brj-24958	92	17	the	the	DET
brj-24958	92	18	push	push	VERB
brj-24958	92	19	-	-	PUNCT
brj-24958	92	20	out	out	ADP
brj-24958	92	21	tests	test	NOUN
brj-24958	92	22	,	,	PUNCT
brj-24958	92	23	thereby	thereby	ADV
brj-24958	92	24	providing	provide	VERB
brj-24958	92	25	reliable	reliable	ADJ
brj-24958	92	26	data	datum	NOUN
brj-24958	92	27	for	for	ADP
brj-24958	92	28	subsequent	subsequent	ADJ
brj-24958	92	29	analysis	analysis	NOUN
brj-24958	92	30	of	of	ADP
brj-24958	92	31	connection	connection	NOUN
brj-24958	92	32	behavior	behavior	NOUN
brj-24958	92	33	.	.	PUNCT
brj-24958	93	1	the	the	DET
brj-24958	93	2	loading	loading	NOUN
brj-24958	93	3	protocol	protocol	NOUN
brj-24958	93	4	strictly	strictly	ADV
brj-24958	93	5	conformed	conform	VERB
brj-24958	93	6	to	to	ADP
brj-24958	93	7	the	the	DET
brj-24958	93	8	standardized	standardized	ADJ
brj-24958	93	9	procedures	procedure	NOUN
brj-24958	93	10	specified	specify	VERB
brj-24958	93	11	in	in	ADP
brj-24958	93	12	en	en	ADP
brj-24958	93	13	26891	26891	NUM
brj-24958	93	14	(	(	PUNCT
brj-24958	93	15	1991	1991	NUM
brj-24958	93	16	)	)	PUNCT
brj-24958	93	17	,	,	PUNCT
brj-24958	93	18	as	as	SCONJ
brj-24958	93	19	shown	show	VERB
brj-24958	93	20	in	in	ADP
brj-24958	93	21	fig	fig	NOUN
brj-24958	93	22	.	.	PUNCT
brj-24958	94	1	4	4	X
brj-24958	94	2	.	.	PUNCT
brj-24958	94	3	to	to	PART
brj-24958	94	4	prevent	prevent	VERB
brj-24958	94	5	overturning	overturn	VERB
brj-24958	94	6	during	during	ADP
brj-24958	94	7	loading	loading	NOUN
brj-24958	94	8	,	,	PUNCT
brj-24958	94	9	angle	angle	NOUN
brj-24958	94	10	steels	steel	NOUN
brj-24958	94	11	and	and	CCONJ
brj-24958	94	12	tie	tie	NOUN
brj-24958	94	13	rods	rod	NOUN
brj-24958	94	14	were	be	AUX
brj-24958	94	15	installed	instal	VERB
brj-24958	94	16	on	on	ADP
brj-24958	94	17	both	both	DET
brj-24958	94	18	sides	side	NOUN
brj-24958	94	19	of	of	ADP
brj-24958	94	20	the	the	DET
brj-24958	94	21	specimen	speciman	NOUN
brj-24958	94	22	.	.	PUNCT
brj-24958	95	1	peer	peer	NOUN
brj-24958	95	2	-	-	PUNCT
brj-24958	95	3	reviewed	review	VERB
brj-24958	95	4	article	article	NOUN
brj-24958	95	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	95	6	yang	yang	PROPN
brj-24958	95	7	et	et	PROPN
brj-24958	95	8	al	al	PROPN
brj-24958	95	9	.	.	PROPN
brj-24958	96	1	(	(	PUNCT
brj-24958	96	2	2025	2025	NUM
brj-24958	96	3	)	)	PUNCT
brj-24958	96	4	.	.	PUNCT
brj-24958	97	1	“	"	PUNCT
brj-24958	97	2	glulam	glulam	NOUN
brj-24958	97	3	-	-	PUNCT
brj-24958	97	4	concrete	concrete	ADJ
brj-24958	97	5	connectors	connector	NOUN
brj-24958	97	6	,	,	PUNCT
brj-24958	97	7	”	"	PUNCT
brj-24958	97	8	bioresources	bioresource	NOUN
brj-24958	97	9	20(4	20(4	NOUN
brj-24958	97	10	)	)	PUNCT
brj-24958	97	11	,	,	PUNCT
brj-24958	97	12	10460	10460	NUM
brj-24958	97	13	-	-	SYM
brj-24958	97	14	10486	10486	NUM
brj-24958	97	15	.	.	PUNCT
brj-24958	98	1	10465	10465	NUM
brj-24958	98	2	fig	fig	NOUN
brj-24958	98	3	.	.	PUNCT
brj-24958	99	1	3	3	X
brj-24958	99	2	.	.	X
brj-24958	99	3	test	test	NOUN
brj-24958	99	4	set	set	NOUN
brj-24958	99	5	-	-	PUNCT
brj-24958	99	6	up	up	NOUN
brj-24958	99	7	of	of	ADP
brj-24958	99	8	tcc	tcc	PROPN
brj-24958	99	9	push	push	VERB
brj-24958	99	10	-	-	PUNCT
brj-24958	99	11	out	out	ADP
brj-24958	99	12	specimens	specimen	NOUN
brj-24958	99	13	for	for	ADP
brj-24958	99	14	gir	gir	VERB
brj-24958	99	15	with	with	ADP
brj-24958	99	16	and	and	CCONJ
brj-24958	99	17	without	without	ADP
brj-24958	99	18	notch	notch	ADJ
brj-24958	99	19	connections	connection	NOUN
brj-24958	99	20	:	:	PUNCT
brj-24958	99	21	(	(	PUNCT
brj-24958	99	22	a	a	X
brj-24958	99	23	)	)	PUNCT
brj-24958	99	24	diagram	diagram	NOUN
brj-24958	99	25	of	of	ADP
brj-24958	99	26	the	the	DET
brj-24958	99	27	measuring	measuring	NOUN
brj-24958	99	28	and	and	CCONJ
brj-24958	99	29	loading	loading	NOUN
brj-24958	99	30	device	device	NOUN
brj-24958	99	31	;	;	PUNCT
brj-24958	99	32	(	(	PUNCT
brj-24958	99	33	b	b	X
brj-24958	99	34	)	)	PUNCT
brj-24958	99	35	gl	gl	PROPN
brj-24958	99	36	series	series	PROPN
brj-24958	99	37	shear	shear	PROPN
brj-24958	99	38	connector	connector	NOUN
brj-24958	99	39	loading	loading	NOUN
brj-24958	99	40	graph	graph	NOUN
brj-24958	99	41	;	;	PUNCT
brj-24958	99	42	and	and	CCONJ
brj-24958	99	43	(	(	PUNCT
brj-24958	99	44	c	c	X
brj-24958	99	45	)	)	PUNCT
brj-24958	99	46	rg	rg	PROPN
brj-24958	99	47	series	series	PROPN
brj-24958	99	48	shear	shear	PROPN
brj-24958	99	49	connector	connector	NOUN
brj-24958	99	50	loading	loading	NOUN
brj-24958	99	51	graph	graph	NOUN
brj-24958	99	52	fig	fig	NOUN
brj-24958	99	53	.	.	PUNCT
brj-24958	100	1	4	4	X
brj-24958	100	2	.	.	X
brj-24958	100	3	loading	load	VERB
brj-24958	100	4	regime	regime	NOUN
brj-24958	100	5	of	of	ADP
brj-24958	100	6	en	en	PROPN
brj-24958	100	7	26891	26891	NUM
brj-24958	100	8	(	(	PUNCT
brj-24958	100	9	1991	1991	NUM
brj-24958	100	10	)	)	PUNCT
brj-24958	100	11	and	and	CCONJ
brj-24958	100	12	the	the	DET
brj-24958	100	13	corresponding	corresponding	ADJ
brj-24958	100	14	load	load	NOUN
brj-24958	100	15	-	-	PUNCT
brj-24958	100	16	slip	slip	NOUN
brj-24958	100	17	curve	curve	NOUN
brj-24958	100	18	numerical	numerical	PROPN
brj-24958	100	19	model	model	PROPN
brj-24958	100	20	a	a	DET
brj-24958	100	21	three	three	NUM
brj-24958	100	22	-	-	PUNCT
brj-24958	100	23	dimensional	dimensional	ADJ
brj-24958	100	24	fe	fe	NOUN
brj-24958	100	25	model	model	NOUN
brj-24958	100	26	in	in	ADP
brj-24958	100	27	the	the	DET
brj-24958	100	28	abaqus	abaqus	PROPN
brj-24958	100	29	cae	cae	PROPN
brj-24958	100	30	/	/	SYM
brj-24958	100	31	standard	standard	ADJ
brj-24958	100	32	2020	2020	NUM
brj-24958	100	33	(	(	PUNCT
brj-24958	100	34	abaqus	abaqus	NOUN
brj-24958	100	35	user	user	NOUN
brj-24958	100	36	manual	manual	NOUN
brj-24958	100	37	2021	2021	NUM
brj-24958	100	38	)	)	PUNCT
brj-24958	100	39	was	be	AUX
brj-24958	100	40	developed	develop	VERB
brj-24958	100	41	.	.	PUNCT
brj-24958	101	1	reinforced	reinforce	VERB
brj-24958	101	2	concrete	concrete	ADJ
brj-24958	101	3	slabs	slab	NOUN
brj-24958	101	4	,	,	PUNCT
brj-24958	101	5	glulam	glulam	NOUN
brj-24958	101	6	,	,	PUNCT
brj-24958	101	7	and	and	CCONJ
brj-24958	101	8	gir	gir	VERB
brj-24958	101	9	with	with	ADP
brj-24958	101	10	a	a	DET
brj-24958	101	11	nut	nut	NOUN
brj-24958	101	12	were	be	AUX
brj-24958	101	13	taken	take	VERB
brj-24958	101	14	into	into	ADP
brj-24958	101	15	consideration	consideration	NOUN
brj-24958	101	16	for	for	ADP
brj-24958	101	17	the	the	DET
brj-24958	101	18	fe	fe	PROPN
brj-24958	101	19	modelling	modelling	NOUN
brj-24958	101	20	.	.	PUNCT
brj-24958	102	1	the	the	DET
brj-24958	102	2	material	material	PROPN
brj-24958	102	3	nonlinear	nonlinear	ADJ
brj-24958	102	4	properties	property	NOUN
brj-24958	102	5	and	and	CCONJ
brj-24958	102	6	contact	contact	NOUN
brj-24958	102	7	nonlinearities	nonlinearitie	NOUN
brj-24958	102	8	of	of	ADP
brj-24958	102	9	timber	timber	NOUN
brj-24958	102	10	as	as	ADV
brj-24958	102	11	well	well	ADV
brj-24958	102	12	as	as	ADP
brj-24958	102	13	concrete	concrete	ADJ
brj-24958	102	14	were	be	AUX
brj-24958	102	15	also	also	ADV
brj-24958	102	16	considered	consider	VERB
brj-24958	102	17	to	to	PART
brj-24958	102	18	ensure	ensure	VERB
brj-24958	102	19	effective	effective	ADJ
brj-24958	102	20	failure	failure	NOUN
brj-24958	102	21	mode	mode	NOUN
brj-24958	102	22	prediction	prediction	NOUN
brj-24958	102	23	.	.	PUNCT
brj-24958	103	1	peer	peer	NOUN
brj-24958	103	2	-	-	PUNCT
brj-24958	103	3	reviewed	review	VERB
brj-24958	103	4	article	article	NOUN
brj-24958	103	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	103	6	yang	yang	PROPN
brj-24958	103	7	et	et	PROPN
brj-24958	103	8	al	al	PROPN
brj-24958	103	9	.	.	PROPN
brj-24958	104	1	(	(	PUNCT
brj-24958	104	2	2025	2025	NUM
brj-24958	104	3	)	)	PUNCT
brj-24958	104	4	.	.	PUNCT
brj-24958	105	1	“	"	PUNCT
brj-24958	105	2	glulam	glulam	NOUN
brj-24958	105	3	-	-	PUNCT
brj-24958	105	4	concrete	concrete	ADJ
brj-24958	105	5	connectors	connector	NOUN
brj-24958	105	6	,	,	PUNCT
brj-24958	105	7	”	"	PUNCT
brj-24958	105	8	bioresources	bioresource	NOUN
brj-24958	105	9	20(4	20(4	NOUN
brj-24958	105	10	)	)	PUNCT
brj-24958	105	11	,	,	PUNCT
brj-24958	105	12	10460	10460	NUM
brj-24958	105	13	-	-	SYM
brj-24958	105	14	10486	10486	NUM
brj-24958	105	15	.	.	PUNCT
brj-24958	105	16	10466	10466	NUM
brj-24958	105	17	results	result	NOUN
brj-24958	105	18	and	and	CCONJ
brj-24958	105	19	discussion	discussion	NOUN
brj-24958	105	20	material	material	NOUN
brj-24958	105	21	properties	property	NOUN
brj-24958	105	22	and	and	CCONJ
brj-24958	105	23	constitutive	constitutive	ADJ
brj-24958	105	24	laws	law	NOUN
brj-24958	105	25	the	the	DET
brj-24958	105	26	constitutive	constitutive	ADJ
brj-24958	105	27	model	model	NOUN
brj-24958	105	28	of	of	ADP
brj-24958	105	29	a	a	DET
brj-24958	105	30	material	material	NOUN
brj-24958	105	31	serves	serve	VERB
brj-24958	105	32	as	as	ADP
brj-24958	105	33	the	the	DET
brj-24958	105	34	most	most	ADV
brj-24958	105	35	critical	critical	ADJ
brj-24958	105	36	factor	factor	NOUN
brj-24958	105	37	determining	determine	VERB
brj-24958	105	38	the	the	DET
brj-24958	105	39	accuracy	accuracy	NOUN
brj-24958	105	40	of	of	ADP
brj-24958	105	41	numerical	numerical	ADJ
brj-24958	105	42	simulations	simulation	NOUN
brj-24958	105	43	,	,	PUNCT
brj-24958	105	44	making	make	VERB
brj-24958	105	45	the	the	DET
brj-24958	105	46	rational	rational	ADJ
brj-24958	105	47	selection	selection	NOUN
brj-24958	105	48	of	of	ADP
brj-24958	105	49	a	a	DET
brj-24958	105	50	constitutive	constitutive	ADJ
brj-24958	105	51	relationship	relationship	NOUN
brj-24958	105	52	that	that	PRON
brj-24958	105	53	can	can	AUX
brj-24958	105	54	precisely	precisely	ADV
brj-24958	105	55	characterize	characterize	VERB
brj-24958	105	56	material	material	NOUN
brj-24958	105	57	behavior	behavior	NOUN
brj-24958	105	58	essential	essential	ADJ
brj-24958	105	59	to	to	ADP
brj-24958	105	60	the	the	DET
brj-24958	105	61	validity	validity	NOUN
brj-24958	105	62	of	of	ADP
brj-24958	105	63	this	this	DET
brj-24958	105	64	study	study	NOUN
brj-24958	105	65	.	.	PUNCT
brj-24958	106	1	in	in	ADP
brj-24958	106	2	tcc	tcc	PROPN
brj-24958	106	3	connectors	connector	NOUN
brj-24958	106	4	,	,	PUNCT
brj-24958	106	5	three	three	NUM
brj-24958	106	6	fundamentally	fundamentally	ADV
brj-24958	106	7	different	different	ADJ
brj-24958	106	8	materials	material	NOUN
brj-24958	106	9	are	be	AUX
brj-24958	106	10	involved	involve	VERB
brj-24958	106	11	:	:	PUNCT
brj-24958	106	12	timber	timber	NOUN
brj-24958	106	13	,	,	PUNCT
brj-24958	106	14	reinforced	reinforce	VERB
brj-24958	106	15	concrete	concrete	NOUN
brj-24958	106	16	,	,	PUNCT
brj-24958	106	17	and	and	CCONJ
brj-24958	106	18	metal	metal	NOUN
brj-24958	106	19	shear	shear	NOUN
brj-24958	106	20	members	member	NOUN
brj-24958	106	21	.	.	PUNCT
brj-24958	107	1	the	the	DET
brj-24958	107	2	improper	improper	ADJ
brj-24958	107	3	selection	selection	NOUN
brj-24958	107	4	of	of	ADP
brj-24958	107	5	a	a	DET
brj-24958	107	6	constitutive	constitutive	ADJ
brj-24958	107	7	relationship	relationship	NOUN
brj-24958	107	8	for	for	ADP
brj-24958	107	9	any	any	PRON
brj-24958	107	10	of	of	ADP
brj-24958	107	11	these	these	DET
brj-24958	107	12	materials	material	NOUN
brj-24958	107	13	could	could	AUX
brj-24958	107	14	significantly	significantly	ADV
brj-24958	107	15	undermine	undermine	VERB
brj-24958	107	16	the	the	DET
brj-24958	107	17	reliability	reliability	NOUN
brj-24958	107	18	and	and	CCONJ
brj-24958	107	19	accuracy	accuracy	NOUN
brj-24958	107	20	of	of	ADP
brj-24958	107	21	the	the	DET
brj-24958	107	22	simulation	simulation	NOUN
brj-24958	107	23	results	result	VERB
brj-24958	107	24	.	.	PUNCT
brj-24958	108	1	the	the	DET
brj-24958	108	2	constitutive	constitutive	ADJ
brj-24958	108	3	relationships	relationship	NOUN
brj-24958	108	4	utilized	utilize	VERB
brj-24958	108	5	in	in	ADP
brj-24958	108	6	this	this	DET
brj-24958	108	7	study	study	NOUN
brj-24958	108	8	incorporated	incorporate	VERB
brj-24958	108	9	well	well	ADV
brj-24958	108	10	-	-	PUNCT
brj-24958	108	11	established	establish	VERB
brj-24958	108	12	methodologies	methodology	NOUN
brj-24958	108	13	from	from	ADP
brj-24958	108	14	previous	previous	ADJ
brj-24958	108	15	research	research	NOUN
brj-24958	108	16	while	while	SCONJ
brj-24958	108	17	introducing	introduce	VERB
brj-24958	108	18	specific	specific	ADJ
brj-24958	108	19	modifications	modification	NOUN
brj-24958	108	20	tailored	tailor	VERB
brj-24958	108	21	to	to	ADP
brj-24958	108	22	the	the	DET
brj-24958	108	23	unique	unique	ADJ
brj-24958	108	24	requirements	requirement	NOUN
brj-24958	108	25	of	of	ADP
brj-24958	108	26	this	this	DET
brj-24958	108	27	investigation	investigation	NOUN
brj-24958	108	28	.	.	PUNCT
brj-24958	109	1	timber	timber	NOUN
brj-24958	109	2	several	several	ADJ
brj-24958	109	3	yield	yield	NOUN
brj-24958	109	4	criteria	criterion	NOUN
brj-24958	109	5	have	have	AUX
brj-24958	109	6	been	be	AUX
brj-24958	109	7	employed	employ	VERB
brj-24958	109	8	to	to	PART
brj-24958	109	9	simulate	simulate	VERB
brj-24958	109	10	the	the	DET
brj-24958	109	11	stress	stress	NOUN
brj-24958	109	12	-	-	PUNCT
brj-24958	109	13	strain	strain	NOUN
brj-24958	109	14	relationships	relationship	NOUN
brj-24958	109	15	of	of	ADP
brj-24958	109	16	timber	timber	NOUN
brj-24958	109	17	material	material	NOUN
brj-24958	109	18	properties	property	NOUN
brj-24958	109	19	,	,	PUNCT
brj-24958	109	20	including	include	VERB
brj-24958	109	21	the	the	DET
brj-24958	109	22	tsai	tsai	PROPN
brj-24958	109	23	-	-	PUNCT
brj-24958	109	24	wu	wu	PROPN
brj-24958	109	25	criterion	criterion	NOUN
brj-24958	109	26	(	(	PUNCT
brj-24958	109	27	mascia	mascia	NOUN
brj-24958	109	28	and	and	CCONJ
brj-24958	109	29	nicolas	nicolas	PROPN
brj-24958	109	30	2012	2012	NUM
brj-24958	109	31	)	)	PUNCT
brj-24958	109	32	,	,	PUNCT
brj-24958	109	33	yamada	yamada	PROPN
brj-24958	109	34	-	-	PUNCT
brj-24958	109	35	sun	sun	NOUN
brj-24958	109	36	criterion	criterion	NOUN
brj-24958	109	37	(	(	PUNCT
brj-24958	109	38	mohamadzadeh	mohamadzadeh	X
brj-24958	109	39	et	et	PROPN
brj-24958	109	40	al	al	PROPN
brj-24958	109	41	.	.	PROPN
brj-24958	109	42	2012	2012	NUM
brj-24958	109	43	)	)	PUNCT
brj-24958	109	44	,	,	PUNCT
brj-24958	109	45	and	and	CCONJ
brj-24958	109	46	hoffman	hoffman	NOUN
brj-24958	109	47	criterion	criterion	NOUN
brj-24958	109	48	(	(	PUNCT
brj-24958	109	49	eslami	eslami	VERB
brj-24958	109	50	et	et	PROPN
brj-24958	109	51	al	al	PROPN
brj-24958	109	52	.	.	PROPN
brj-24958	109	53	2021	2021	NUM
brj-24958	109	54	)	)	PUNCT
brj-24958	109	55	.	.	PUNCT
brj-24958	110	1	the	the	DET
brj-24958	110	2	hill	hill	NOUN
brj-24958	110	3	-	-	PUNCT
brj-24958	110	4	potential	potential	ADJ
brj-24958	110	5	method	method	NOUN
brj-24958	110	6	implemented	implement	VERB
brj-24958	110	7	in	in	ADP
brj-24958	110	8	abaqus	abaqus	NOUN
brj-24958	110	9	has	have	AUX
brj-24958	110	10	been	be	AUX
brj-24958	110	11	demonstrated	demonstrate	VERB
brj-24958	110	12	to	to	PART
brj-24958	110	13	effectively	effectively	ADV
brj-24958	110	14	predict	predict	VERB
brj-24958	110	15	the	the	DET
brj-24958	110	16	mechanical	mechanical	ADJ
brj-24958	110	17	behavior	behavior	NOUN
brj-24958	110	18	of	of	ADP
brj-24958	110	19	timber	timber	NOUN
brj-24958	110	20	composite	composite	ADJ
brj-24958	110	21	structures	structure	NOUN
brj-24958	110	22	(	(	PUNCT
brj-24958	110	23	ling	ling	NOUN
brj-24958	110	24	et	et	PROPN
brj-24958	110	25	al	al	PROPN
brj-24958	110	26	.	.	PROPN
brj-24958	110	27	2022	2022	NUM
brj-24958	110	28	;	;	PUNCT
brj-24958	110	29	chen	chen	PROPN
brj-24958	110	30	et	et	PROPN
brj-24958	110	31	al	al	PROPN
brj-24958	110	32	.	.	PROPN
brj-24958	110	33	2025	2025	NUM
brj-24958	110	34	)	)	PUNCT
brj-24958	110	35	.	.	PUNCT
brj-24958	111	1	this	this	DET
brj-24958	111	2	study	study	NOUN
brj-24958	111	3	adopted	adopt	VERB
brj-24958	111	4	the	the	DET
brj-24958	111	5	hill	hill	NOUN
brj-24958	111	6	criterion	criterion	NOUN
brj-24958	111	7	as	as	ADP
brj-24958	111	8	the	the	DET
brj-24958	111	9	constitutive	constitutive	ADJ
brj-24958	111	10	model	model	NOUN
brj-24958	111	11	for	for	ADP
brj-24958	111	12	timber	timber	NOUN
brj-24958	111	13	material	material	NOUN
brj-24958	111	14	characterization	characterization	NOUN
brj-24958	111	15	.	.	PUNCT
brj-24958	112	1	the	the	DET
brj-24958	112	2	constitutive	constitutive	ADJ
brj-24958	112	3	modeling	modeling	NOUN
brj-24958	112	4	approach	approach	NOUN
brj-24958	112	5	presented	present	VERB
brj-24958	112	6	herein	herein	NOUN
brj-24958	112	7	treats	treat	NOUN
brj-24958	112	8	wood	wood	NOUN
brj-24958	112	9	as	as	ADP
brj-24958	112	10	an	an	DET
brj-24958	112	11	anisotropic	anisotropic	NOUN
brj-24958	112	12	material	material	NOUN
brj-24958	112	13	under	under	ADP
brj-24958	112	14	hill	hill	PROPN
brj-24958	112	15	’s	’s	PART
brj-24958	112	16	criterion	criterion	NOUN
brj-24958	112	17	,	,	PUNCT
brj-24958	112	18	with	with	ADP
brj-24958	112	19	identical	identical	ADJ
brj-24958	112	20	mechanical	mechanical	ADJ
brj-24958	112	21	properties	property	NOUN
brj-24958	112	22	assumed	assume	VERB
brj-24958	112	23	for	for	ADP
brj-24958	112	24	both	both	CCONJ
brj-24958	112	25	tension	tension	NOUN
brj-24958	112	26	and	and	CCONJ
brj-24958	112	27	compression	compression	NOUN
brj-24958	112	28	loading	loading	NOUN
brj-24958	112	29	conditions	condition	NOUN
brj-24958	112	30	.	.	PUNCT
brj-24958	113	1	while	while	SCONJ
brj-24958	113	2	this	this	DET
brj-24958	113	3	simplification	simplification	NOUN
brj-24958	113	4	may	may	AUX
brj-24958	113	5	lead	lead	VERB
brj-24958	113	6	to	to	ADP
brj-24958	113	7	deviations	deviation	NOUN
brj-24958	113	8	from	from	ADP
brj-24958	113	9	actual	actual	ADJ
brj-24958	113	10	behavior	behavior	NOUN
brj-24958	113	11	when	when	SCONJ
brj-24958	113	12	forces	force	NOUN
brj-24958	113	13	are	be	AUX
brj-24958	113	14	applied	apply	VERB
brj-24958	113	15	perpendicular	perpendicular	ADJ
brj-24958	113	16	to	to	ADP
brj-24958	113	17	the	the	DET
brj-24958	113	18	grain	grain	NOUN
brj-24958	113	19	,	,	PUNCT
brj-24958	113	20	the	the	DET
brj-24958	113	21	study	study	NOUN
brj-24958	113	22	focuses	focus	VERB
brj-24958	113	23	on	on	ADP
brj-24958	113	24	radial	radial	ADJ
brj-24958	113	25	compression	compression	NOUN
brj-24958	113	26	as	as	ADP
brj-24958	113	27	the	the	DET
brj-24958	113	28	predominant	predominant	ADJ
brj-24958	113	29	loading	loading	NOUN
brj-24958	113	30	scenario	scenario	NOUN
brj-24958	113	31	.	.	PUNCT
brj-24958	114	1	under	under	ADP
brj-24958	114	2	these	these	DET
brj-24958	114	3	conditions	condition	NOUN
brj-24958	114	4	,	,	PUNCT
brj-24958	114	5	the	the	DET
brj-24958	114	6	isotropic	isotropic	ADJ
brj-24958	114	7	assumption	assumption	NOUN
brj-24958	114	8	regarding	regard	VERB
brj-24958	114	9	tension	tension	NOUN
brj-24958	114	10	and	and	CCONJ
brj-24958	114	11	compression	compression	NOUN
brj-24958	114	12	is	be	AUX
brj-24958	114	13	considered	consider	VERB
brj-24958	114	14	to	to	PART
brj-24958	114	15	have	have	VERB
brj-24958	114	16	minimal	minimal	ADJ
brj-24958	114	17	impact	impact	NOUN
brj-24958	114	18	on	on	ADP
brj-24958	114	19	the	the	DET
brj-24958	114	20	predictive	predictive	ADJ
brj-24958	114	21	accuracy	accuracy	NOUN
brj-24958	114	22	of	of	ADP
brj-24958	114	23	the	the	DET
brj-24958	114	24	model	model	NOUN
brj-24958	114	25	.	.	PUNCT
brj-24958	115	1	the	the	DET
brj-24958	115	2	elasticity	elasticity	NOUN
brj-24958	115	3	parameters	parameter	NOUN
brj-24958	115	4	are	be	AUX
brj-24958	115	5	shown	show	VERB
brj-24958	115	6	in	in	ADP
brj-24958	115	7	table	table	NOUN
brj-24958	115	8	2	2	NUM
brj-24958	115	9	.	.	PUNCT
brj-24958	116	1	the	the	DET
brj-24958	116	2	young	young	PROPN
brj-24958	116	3	’s	’s	PART
brj-24958	116	4	modulus	modulus	ADJ
brj-24958	116	5	and	and	CCONJ
brj-24958	116	6	shear	shear	ADJ
brj-24958	116	7	modulus	modulus	ADJ
brj-24958	116	8	values	value	NOUN
brj-24958	116	9	were	be	AUX
brj-24958	116	10	determined	determine	VERB
brj-24958	116	11	based	base	VERB
brj-24958	116	12	on	on	ADP
brj-24958	116	13	the	the	DET
brj-24958	116	14	theoretical	theoretical	ADJ
brj-24958	116	15	relationship	relationship	NOUN
brj-24958	116	16	established	establish	VERB
brj-24958	116	17	by	by	ADP
brj-24958	116	18	bodig	bodig	PROPN
brj-24958	116	19	and	and	CCONJ
brj-24958	116	20	jayne	jayne	PROPN
brj-24958	116	21	(	(	PUNCT
brj-24958	116	22	1982	1982	NUM
brj-24958	116	23	)	)	PUNCT
brj-24958	116	24	,	,	PUNCT
brj-24958	116	25	with	with	ADP
brj-24958	116	26	additional	additional	ADJ
brj-24958	116	27	implementation	implementation	NOUN
brj-24958	116	28	details	detail	NOUN
brj-24958	116	29	available	available	ADJ
brj-24958	116	30	in	in	ADP
brj-24958	116	31	ling	ling	PROPN
brj-24958	116	32	et	et	PROPN
brj-24958	116	33	al	al	PROPN
brj-24958	116	34	.	.	PROPN
brj-24958	117	1	(	(	PUNCT
brj-24958	117	2	2018	2018	NUM
brj-24958	117	3	)	)	PUNCT
brj-24958	117	4	.	.	PUNCT
brj-24958	118	1	the	the	DET
brj-24958	118	2	plastic	plastic	ADJ
brj-24958	118	3	parameters	parameter	NOUN
brj-24958	118	4	calculated	calculate	VERB
brj-24958	118	5	according	accord	VERB
brj-24958	118	6	to	to	ADP
brj-24958	118	7	hill	hill	PROPN
brj-24958	118	8	’s	’s	PART
brj-24958	118	9	criterion	criterion	NOUN
brj-24958	118	10	and	and	CCONJ
brj-24958	118	11	en	en	ADP
brj-24958	118	12	338	338	NUM
brj-24958	118	13	(	(	PUNCT
brj-24958	118	14	1995	1995	NUM
brj-24958	118	15	)	)	PUNCT
brj-24958	118	16	are	be	AUX
brj-24958	118	17	shown	show	VERB
brj-24958	118	18	in	in	ADP
brj-24958	118	19	tables	table	NOUN
brj-24958	118	20	3	3	NUM
brj-24958	118	21	and	and	CCONJ
brj-24958	118	22	4	4	NUM
brj-24958	118	23	.	.	PUNCT
brj-24958	119	1	the	the	DET
brj-24958	119	2	specific	specific	ADJ
brj-24958	119	3	calculation	calculation	NOUN
brj-24958	119	4	formula	formula	NOUN
brj-24958	119	5	is	be	AUX
brj-24958	119	6	shown	show	VERB
brj-24958	119	7	in	in	ADP
brj-24958	119	8	eq	eq	ADJ
brj-24958	119	9	.	.	PROPN
brj-24958	119	10	1	1	NUM
brj-24958	119	11	,	,	PUNCT
brj-24958	119	12	(	(	PUNCT
brj-24958	119	13	1	1	X
brj-24958	119	14	)	)	PUNCT
brj-24958	119	15	where	where	SCONJ
brj-24958	119	16	σ0	σ0	NOUN
brj-24958	119	17	is	be	AUX
brj-24958	119	18	the	the	DET
brj-24958	119	19	yield	yield	NOUN
brj-24958	119	20	stress	stress	NOUN
brj-24958	119	21	that	that	PRON
brj-24958	119	22	defines	define	VERB
brj-24958	119	23	the	the	DET
brj-24958	119	24	material	material	NOUN
brj-24958	119	25	entering	enter	VERB
brj-24958	119	26	the	the	DET
brj-24958	119	27	plastic	plastic	ADJ
brj-24958	119	28	stage	stage	NOUN
brj-24958	119	29	,	,	PUNCT
brj-24958	119	30	which	which	PRON
brj-24958	119	31	is	be	AUX
brj-24958	119	32	taken	take	VERB
brj-24958	119	33	as	as	ADP
brj-24958	119	34	the	the	DET
brj-24958	119	35	longitudinal	longitudinal	ADJ
brj-24958	119	36	compressive	compressive	ADJ
brj-24958	119	37	strength	strength	NOUN
brj-24958	119	38	of	of	ADP
brj-24958	119	39	timber	timber	NOUN
brj-24958	119	40	.	.	PUNCT
brj-24958	120	1	the	the	DET
brj-24958	120	2	parameter	parameter	NOUN
brj-24958	120	3	is	be	AUX
brj-24958	120	4	the	the	DET
brj-24958	120	5	yield	yield	NOUN
brj-24958	120	6	stress	stress	NOUN
brj-24958	120	7	value	value	NOUN
brj-24958	120	8	measured	measure	VERB
brj-24958	120	9	in	in	ADP
brj-24958	120	10	each	each	DET
brj-24958	120	11	direction	direction	NOUN
brj-24958	120	12	,	,	PUNCT
brj-24958	120	13	which	which	PRON
brj-24958	120	14	is	be	AUX
brj-24958	120	15	taken	take	VERB
brj-24958	120	16	as	as	ADP
brj-24958	120	17	the	the	DET
brj-24958	120	18	compressive	compressive	ADJ
brj-24958	120	19	strength	strength	NOUN
brj-24958	120	20	and	and	CCONJ
brj-24958	120	21	shear	shear	NOUN
brj-24958	120	22	strength	strength	NOUN
brj-24958	120	23	of	of	ADP
brj-24958	120	24	the	the	DET
brj-24958	120	25	timber	timber	NOUN
brj-24958	120	26	in	in	ADP
brj-24958	120	27	each	each	DET
brj-24958	120	28	direction	direction	NOUN
brj-24958	120	29	.	.	PUNCT
brj-24958	121	1	table	table	NOUN
brj-24958	121	2	2	2	NUM
brj-24958	121	3	.	.	PUNCT
brj-24958	121	4	material	material	NOUN
brj-24958	121	5	properties	property	NOUN
brj-24958	121	6	for	for	ADP
brj-24958	121	7	glt	glt	PROPN
brj-24958	121	8	in	in	ADP
brj-24958	121	9	elasticity	elasticity	NOUN
brj-24958	121	10	modulus	modulus	NOUN
brj-24958	121	11	of	of	ADP
brj-24958	121	12	elasticity	elasticity	NOUN
brj-24958	121	13	(	(	PUNCT
brj-24958	121	14	mpa	mpa	PROPN
brj-24958	121	15	)	)	PUNCT
brj-24958	121	16	poisson	poisson	PROPN
brj-24958	121	17	’s	’s	PART
brj-24958	121	18	ratio	ratio	NOUN
brj-24958	121	19	shear	shear	NOUN
brj-24958	121	20	modulus	modulus	PROPN
brj-24958	121	21	(	(	PUNCT
brj-24958	121	22	mpa	mpa	PROPN
brj-24958	121	23	)	)	PUNCT
brj-24958	121	24	e11	e11	PROPN
brj-24958	121	25	e22	e22	PROPN
brj-24958	121	26	e33	e33	PROPN
brj-24958	121	27	υ12	υ12	PROPN
brj-24958	121	28	υ13	υ13	PROPN
brj-24958	121	29	υ23	υ23	PROPN
brj-24958	121	30	g12	g12	PROPN
brj-24958	121	31	g13	g13	PROPN
brj-24958	121	32	g23	g23	PROPN
brj-24958	121	33	12800	12800	NUM
brj-24958	121	34	1024	1024	NUM
brj-24958	121	35	640	640	NUM
brj-24958	121	36	0.37	0.37	NUM
brj-24958	121	37	0.43	0.43	NUM
brj-24958	121	38	0.63	0.63	NUM
brj-24958	121	39	914	914	NUM
brj-24958	121	40	859	859	NUM
brj-24958	121	41	91	91	NUM
brj-24958	121	42	11	11	NUM
brj-24958	121	43	22	22	NUM
brj-24958	121	44	33	33	NUM
brj-24958	121	45	12	12	NUM
brj-24958	121	46	13	13	NUM
brj-24958	121	47	23	23	NUM
brj-24958	121	48	11	11	NUM
brj-24958	121	49	22	22	NUM
brj-24958	121	50	33	33	NUM
brj-24958	121	51	12	12	NUM
brj-24958	121	52	13	13	NUM
brj-24958	121	53	230	230	NUM
brj-24958	121	54	0	0	NUM
brj-24958	121	55	0	0	NUM
brj-24958	121	56	0	0	NUM
brj-24958	121	57	0	0	NUM
brj-24958	121	58	0	0	NUM
brj-24958	121	59	3	3	NUM
brj-24958	121	60	3	3	NUM
brj-24958	121	61	3	3	NUM
brj-24958	121	62	,	,	PUNCT
brj-24958	121	63	r	r	NOUN
brj-24958	121	64	r	r	NOUN
brj-24958	121	65	r	r	NOUN
brj-24958	121	66	r	r	NOUN
brj-24958	121	67	r	r	NOUN
brj-24958	121	68	r	r	NOUN
brj-24958	121	69			X
brj-24958	121	70			X
brj-24958	121	71			X
brj-24958	121	72			X
brj-24958	121	73			X
brj-24958	121	74			X
brj-24958	121	75			X
brj-24958	121	76			X
brj-24958	121	77			X
brj-24958	121	78			X
brj-24958	121	79			X
brj-24958	121	80			NOUN
brj-24958	121	81	=	=	SYM
brj-24958	121	82	=	=	PUNCT
brj-24958	122	1	=	=	PUNCT
brj-24958	122	2	=	=	PUNCT
brj-24958	122	3	=	=	PUNCT
brj-24958	123	1	=	=	NOUN
brj-24958	123	2	，	，	PROPN
brj-24958	123	3	，	，	SCONJ
brj-24958	123	4	，	，	PUNCT
brj-24958	123	5	，	，	PUNCT
brj-24958	123	6	ij	ij	ADJ
brj-24958	123	7	peer	peer	NOUN
brj-24958	123	8	-	-	PUNCT
brj-24958	123	9	reviewed	review	VERB
brj-24958	123	10	article	article	NOUN
brj-24958	123	11	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	123	12	yang	yang	PROPN
brj-24958	123	13	et	et	PROPN
brj-24958	123	14	al	al	PROPN
brj-24958	123	15	.	.	PROPN
brj-24958	123	16	(	(	PUNCT
brj-24958	123	17	2025	2025	NUM
brj-24958	123	18	)	)	PUNCT
brj-24958	123	19	.	.	PUNCT
brj-24958	124	1	“	"	PUNCT
brj-24958	124	2	glulam	glulam	NOUN
brj-24958	124	3	-	-	PUNCT
brj-24958	124	4	concrete	concrete	ADJ
brj-24958	124	5	connectors	connector	NOUN
brj-24958	124	6	,	,	PUNCT
brj-24958	124	7	”	"	PUNCT
brj-24958	124	8	bioresources	bioresource	NOUN
brj-24958	124	9	20(4	20(4	NOUN
brj-24958	124	10	)	)	PUNCT
brj-24958	124	11	,	,	PUNCT
brj-24958	124	12	10460	10460	NUM
brj-24958	124	13	-	-	SYM
brj-24958	124	14	10486	10486	NUM
brj-24958	124	15	.	.	PUNCT
brj-24958	125	1	10467	10467	NUM
brj-24958	125	2	table	table	NOUN
brj-24958	125	3	3	3	NUM
brj-24958	125	4	.	.	PUNCT
brj-24958	125	5	material	material	NOUN
brj-24958	125	6	properties	property	NOUN
brj-24958	125	7	for	for	ADP
brj-24958	125	8	glt	glt	PROPN
brj-24958	125	9	in	in	ADP
brj-24958	125	10	plasticity	plasticity	NOUN
brj-24958	125	11	compressive	compressive	ADJ
brj-24958	125	12	yield	yield	NOUN
brj-24958	125	13	stress	stress	NOUN
brj-24958	125	14	(	(	PUNCT
brj-24958	125	15	mpa	mpa	NOUN
brj-24958	125	16	)	)	PUNCT
brj-24958	125	17	tensile	tensile	NOUN
brj-24958	125	18	strength	strength	NOUN
brj-24958	125	19	(	(	PUNCT
brj-24958	125	20	mpa	mpa	PROPN
brj-24958	125	21	)	)	PUNCT
brj-24958	125	22	shear	shear	NOUN
brj-24958	125	23	yield	yield	NOUN
brj-24958	125	24	stress	stress	NOUN
brj-24958	125	25	(	(	PUNCT
brj-24958	125	26	mpa	mpa	NOUN
brj-24958	125	27	)	)	PUNCT
brj-24958	125	28	l	l	NOUN
brj-24958	125	29	r	r	NOUN
brj-24958	125	30	t	t	NOUN
brj-24958	125	31	l	l	NOUN
brj-24958	125	32	r	r	NOUN
brj-24958	125	33	t	t	NOUN
brj-24958	125	34	l	l	NOUN
brj-24958	125	35	r	r	NOUN
brj-24958	125	36	t	t	PROPN
brj-24958	125	37	35.5	35.5	NUM
brj-24958	125	38	5.25	5.25	NUM
brj-24958	125	39	5.05	5.05	NUM
brj-24958	125	40	35.5	35.5	NUM
brj-24958	125	41	5.25	5.25	NUM
brj-24958	125	42	5.05	5.05	NUM
brj-24958	125	43	35.5	35.5	NUM
brj-24958	125	44	5.25	5.25	NUM
brj-24958	125	45	5.05	5.05	NUM
brj-24958	125	46	note	note	NOUN
brj-24958	125	47	:	:	PUNCT
brj-24958	125	48	t	t	NOUN
brj-24958	125	49	=	=	SYM
brj-24958	125	50	tangential	tangential	ADJ
brj-24958	125	51	,	,	PUNCT
brj-24958	125	52	r	r	NOUN
brj-24958	125	53	=	=	SYM
brj-24958	125	54	radial	radial	NOUN
brj-24958	125	55	and	and	CCONJ
brj-24958	125	56	l	l	NOUN
brj-24958	125	57	=	=	SYM
brj-24958	125	58	longitudinal	longitudinal	ADJ
brj-24958	125	59	direction	direction	NOUN
brj-24958	125	60	table	table	NOUN
brj-24958	125	61	4	4	NUM
brj-24958	125	62	.	.	PUNCT
brj-24958	125	63	input	input	NOUN
brj-24958	125	64	parameters	parameter	NOUN
brj-24958	125	65	of	of	ADP
brj-24958	125	66	the	the	DET
brj-24958	125	67	hill	hill	NOUN
brj-24958	125	68	yield	yield	NOUN
brj-24958	125	69	criterion	criterion	NOUN
brj-24958	125	70	in	in	ADP
brj-24958	125	71	abaqus	abaqus	NOUN
brj-24958	125	72	r11	r11	NOUN
brj-24958	125	73	r22	r22	NOUN
brj-24958	125	74	r33	r33	NUM
brj-24958	125	75	r12	r12	NOUN
brj-24958	125	76	r13	r13	NOUN
brj-24958	125	77	r11	r11	NOUN
brj-24958	125	78	1	1	NUM
brj-24958	125	79	0.148	0.148	NUM
brj-24958	125	80	0.142	0.142	NUM
brj-24958	125	81	0.4	0.4	NUM
brj-24958	125	82	0.36	0.36	NUM
brj-24958	125	83	0.36	0.36	NUM
brj-24958	125	84	reinforced	reinforce	VERB
brj-24958	125	85	concrete	concrete	NOUN
brj-24958	125	86	the	the	DET
brj-24958	125	87	elastic	elastic	ADJ
brj-24958	125	88	-	-	PUNCT
brj-24958	125	89	plastic	plastic	NOUN
brj-24958	125	90	behavior	behavior	NOUN
brj-24958	125	91	of	of	ADP
brj-24958	125	92	concrete	concrete	NOUN
brj-24958	125	93	in	in	ADP
brj-24958	125	94	this	this	DET
brj-24958	125	95	study	study	NOUN
brj-24958	125	96	was	be	AUX
brj-24958	125	97	determined	determine	VERB
brj-24958	125	98	based	base	VERB
brj-24958	125	99	on	on	ADP
brj-24958	125	100	the	the	DET
brj-24958	125	101	calculation	calculation	NOUN
brj-24958	125	102	methods	method	NOUN
brj-24958	125	103	outlined	outline	VERB
brj-24958	125	104	in	in	ADP
brj-24958	125	105	eurocode	eurocode	PROPN
brj-24958	125	106	2	2	NUM
brj-24958	125	107	(	(	PUNCT
brj-24958	125	108	en	en	PROPN
brj-24958	125	109	1992	1992	NUM
brj-24958	125	110	-	-	SYM
brj-24958	125	111	1	1	NUM
brj-24958	125	112	-	-	SYM
brj-24958	125	113	1	1	NUM
brj-24958	125	114	2005	2005	NUM
brj-24958	125	115	)	)	PUNCT
brj-24958	125	116	,	,	PUNCT
brj-24958	125	117	incorporating	incorporate	VERB
brj-24958	125	118	experimental	experimental	ADJ
brj-24958	125	119	data	datum	NOUN
brj-24958	125	120	from	from	ADP
brj-24958	125	121	concrete	concrete	ADJ
brj-24958	125	122	specimen	speciman	NOUN
brj-24958	125	123	material	material	NOUN
brj-24958	125	124	property	property	NOUN
brj-24958	125	125	tests	test	NOUN
brj-24958	125	126	.	.	PUNCT
brj-24958	126	1	the	the	DET
brj-24958	126	2	elastic	elastic	ADJ
brj-24958	126	3	modulus	modulus	NOUN
brj-24958	126	4	(	(	PUNCT
brj-24958	126	5	ecm	ecm	NOUN
brj-24958	126	6	)	)	PUNCT
brj-24958	126	7	of	of	ADP
brj-24958	126	8	the	the	DET
brj-24958	126	9	concrete	concrete	NOUN
brj-24958	126	10	was	be	AUX
brj-24958	126	11	calculated	calculate	VERB
brj-24958	126	12	using	use	VERB
brj-24958	126	13	eq	eq	ADP
brj-24958	126	14	.	.	PROPN
brj-24958	126	15	2	2	X
brj-24958	126	16	.	.	PUNCT
brj-24958	127	1	(	(	PUNCT
brj-24958	127	2	2	2	X
brj-24958	127	3	)	)	PUNCT
brj-24958	127	4	the	the	DET
brj-24958	127	5	concrete	concrete	ADJ
brj-24958	127	6	damaged	damage	VERB
brj-24958	127	7	plasticity	plasticity	NOUN
brj-24958	127	8	(	(	PUNCT
brj-24958	127	9	cdp	cdp	NOUN
brj-24958	127	10	)	)	PUNCT
brj-24958	127	11	model	model	NOUN
brj-24958	127	12	,	,	PUNCT
brj-24958	127	13	originally	originally	ADV
brj-24958	127	14	proposed	propose	VERB
brj-24958	127	15	by	by	ADP
brj-24958	127	16	lee	lee	PROPN
brj-24958	127	17	and	and	CCONJ
brj-24958	127	18	fenves	fenve	NOUN
brj-24958	127	19	(	(	PUNCT
brj-24958	127	20	1998	1998	NUM
brj-24958	127	21	)	)	PUNCT
brj-24958	127	22	,	,	PUNCT
brj-24958	127	23	is	be	AUX
brj-24958	127	24	an	an	DET
brj-24958	127	25	advanced	advanced	ADJ
brj-24958	127	26	material	material	NOUN
brj-24958	127	27	model	model	NOUN
brj-24958	127	28	integrated	integrate	VERB
brj-24958	127	29	within	within	ADP
brj-24958	127	30	the	the	DET
brj-24958	127	31	abaqus	abaqus	PROPN
brj-24958	127	32	fe	fe	PROPN
brj-24958	127	33	software	software	NOUN
brj-24958	127	34	specifically	specifically	ADV
brj-24958	127	35	designed	design	VERB
brj-24958	127	36	to	to	PART
brj-24958	127	37	simulate	simulate	VERB
brj-24958	127	38	the	the	DET
brj-24958	127	39	nonlinear	nonlinear	ADJ
brj-24958	127	40	mechanical	mechanical	ADJ
brj-24958	127	41	behavior	behavior	NOUN
brj-24958	127	42	of	of	ADP
brj-24958	127	43	concrete	concrete	NOUN
brj-24958	127	44	.	.	PUNCT
brj-24958	128	1	this	this	DET
brj-24958	128	2	model	model	NOUN
brj-24958	128	3	has	have	AUX
brj-24958	128	4	been	be	AUX
brj-24958	128	5	extensively	extensively	ADV
brj-24958	128	6	validated	validate	VERB
brj-24958	128	7	and	and	CCONJ
brj-24958	128	8	demonstrated	demonstrate	VERB
brj-24958	128	9	its	its	PRON
brj-24958	128	10	effectiveness	effectiveness	NOUN
brj-24958	128	11	in	in	ADP
brj-24958	128	12	accurately	accurately	ADV
brj-24958	128	13	predicting	predict	VERB
brj-24958	128	14	the	the	DET
brj-24958	128	15	mechanical	mechanical	ADJ
brj-24958	128	16	response	response	NOUN
brj-24958	128	17	of	of	ADP
brj-24958	128	18	concrete	concrete	NOUN
brj-24958	128	19	under	under	ADP
brj-24958	128	20	various	various	ADJ
brj-24958	128	21	loading	loading	NOUN
brj-24958	128	22	conditions	condition	NOUN
brj-24958	128	23	,	,	PUNCT
brj-24958	128	24	as	as	SCONJ
brj-24958	128	25	evidenced	evidence	VERB
brj-24958	128	26	by	by	ADP
brj-24958	128	27	recent	recent	ADJ
brj-24958	128	28	studies	study	NOUN
brj-24958	128	29	(	(	PUNCT
brj-24958	128	30	hassanieh	hassanieh	PROPN
brj-24958	128	31	et	et	PROPN
brj-24958	128	32	al	al	PROPN
brj-24958	128	33	.	.	PROPN
brj-24958	128	34	2018	2018	NUM
brj-24958	128	35	;	;	PUNCT
brj-24958	128	36	tao	tao	PROPN
brj-24958	128	37	et	et	PROPN
brj-24958	128	38	al	al	PROPN
brj-24958	128	39	.	.	PROPN
brj-24958	128	40	2022	2022	NUM
brj-24958	128	41	)	)	PUNCT
brj-24958	128	42	.	.	PUNCT
brj-24958	129	1	fig	fig	NOUN
brj-24958	129	2	.	.	PUNCT
brj-24958	130	1	5	5	X
brj-24958	130	2	.	.	X
brj-24958	130	3	the	the	DET
brj-24958	130	4	material	material	ADJ
brj-24958	130	5	behavior	behavior	NOUN
brj-24958	130	6	for	for	ADP
brj-24958	130	7	concrete	concrete	NOUN
brj-24958	130	8	:	:	PUNCT
brj-24958	130	9	(	(	PUNCT
brj-24958	130	10	a	a	X
brj-24958	130	11	)	)	PUNCT
brj-24958	130	12	stress	stress	NOUN
brj-24958	130	13	-	-	PUNCT
brj-24958	130	14	strain	strain	NOUN
brj-24958	130	15	under	under	ADP
brj-24958	130	16	compression	compression	NOUN
brj-24958	130	17	;	;	PUNCT
brj-24958	130	18	(	(	PUNCT
brj-24958	130	19	b	b	X
brj-24958	130	20	)	)	PUNCT
brj-24958	130	21	evolution	evolution	NOUN
brj-24958	130	22	of	of	ADP
brj-24958	130	23	compressive	compressive	ADJ
brj-24958	130	24	damage	damage	NOUN
brj-24958	130	25	;	;	PUNCT
brj-24958	130	26	(	(	PUNCT
brj-24958	130	27	c	c	X
brj-24958	130	28	)	)	PUNCT
brj-24958	130	29	stress	stress	NOUN
brj-24958	130	30	-	-	PUNCT
brj-24958	130	31	strain	strain	NOUN
brj-24958	130	32	under	under	ADP
brj-24958	130	33	tension	tension	NOUN
brj-24958	130	34	and	and	CCONJ
brj-24958	130	35	(	(	PUNCT
brj-24958	130	36	d	d	NOUN
brj-24958	130	37	)	)	PUNCT
brj-24958	130	38	evolution	evolution	NOUN
brj-24958	130	39	of	of	ADP
brj-24958	130	40	tensile	tensile	NOUN
brj-24958	130	41	damage	damage	NOUN
brj-24958	130	42			NOUN
brj-24958	130	43			ADP
brj-24958	130	44	0.3	0.3	NUM
brj-24958	130	45	cm	cm	NOUN
brj-24958	130	46	(	(	PUNCT
brj-24958	130	47	gpa	gpa	PROPN
brj-24958	130	48	)	)	PUNCT
brj-24958	130	49	22	22	NUM
brj-24958	130	50	(	(	PUNCT
brj-24958	130	51	30.01	30.01	NUM
brj-24958	130	52	)	)	PUNCT
brj-24958	130	53	/10	/10	PUNCT
brj-24958	131	1	30.5	30.5	NUM
brj-24958	131	2	(	(	PUNCT
brj-24958	131	3	gpa)e	gpa)e	PROPN
brj-24958	131	4	=	=	PUNCT
brj-24958	131	5			NOUN
brj-24958	131	6	=	=	VERB
brj-24958	131	7	peer	peer	NOUN
brj-24958	131	8	-	-	PUNCT
brj-24958	131	9	reviewed	review	VERB
brj-24958	131	10	article	article	NOUN
brj-24958	131	11	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	131	12	yang	yang	PROPN
brj-24958	131	13	et	et	PROPN
brj-24958	131	14	al	al	PROPN
brj-24958	131	15	.	.	PROPN
brj-24958	132	1	(	(	PUNCT
brj-24958	132	2	2025	2025	NUM
brj-24958	132	3	)	)	PUNCT
brj-24958	132	4	.	.	PUNCT
brj-24958	133	1	“	"	PUNCT
brj-24958	133	2	glulam	glulam	NOUN
brj-24958	133	3	-	-	PUNCT
brj-24958	133	4	concrete	concrete	ADJ
brj-24958	133	5	connectors	connector	NOUN
brj-24958	133	6	,	,	PUNCT
brj-24958	133	7	”	"	PUNCT
brj-24958	133	8	bioresources	bioresource	NOUN
brj-24958	133	9	20(4	20(4	NOUN
brj-24958	133	10	)	)	PUNCT
brj-24958	133	11	,	,	PUNCT
brj-24958	133	12	10460	10460	NUM
brj-24958	133	13	-	-	SYM
brj-24958	133	14	10486	10486	NUM
brj-24958	133	15	.	.	PUNCT
brj-24958	134	1	10468	10468	NUM
brj-24958	134	2	the	the	DET
brj-24958	134	3	plasticity	plasticity	NOUN
brj-24958	134	4	parameters	parameter	NOUN
brj-24958	134	5	were	be	AUX
brj-24958	134	6	selected	select	VERB
brj-24958	134	7	in	in	ADP
brj-24958	134	8	accordance	accordance	NOUN
brj-24958	134	9	with	with	ADP
brj-24958	134	10	the	the	DET
brj-24958	134	11	recommendations	recommendation	NOUN
brj-24958	134	12	of	of	ADP
brj-24958	134	13	jankowiak	jankowiak	PROPN
brj-24958	134	14	and	and	CCONJ
brj-24958	134	15	lodygowski	lodygowski	PROPN
brj-24958	134	16	(	(	PUNCT
brj-24958	134	17	2005	2005	NUM
brj-24958	134	18	)	)	PUNCT
brj-24958	134	19	for	for	ADP
brj-24958	134	20	the	the	DET
brj-24958	134	21	flow	flow	NOUN
brj-24958	134	22	potential	potential	ADJ
brj-24958	134	23	eccentricity	eccentricity	NOUN
brj-24958	134	24	e	e	NOUN
brj-24958	134	25	=	=	SYM
brj-24958	134	26	0.1	0.1	NUM
brj-24958	134	27	and	and	CCONJ
brj-24958	134	28	dilatancy	dilatancy	PROPN
brj-24958	134	29	angle	angle	PROPN
brj-24958	134	30	w	w	PROPN
brj-24958	134	31	=	=	NOUN
brj-24958	134	32	31	31	NUM
brj-24958	134	33	.	.	PUNCT
brj-24958	135	1	a	a	DET
brj-24958	135	2	biaxial	biaxial	NOUN
brj-24958	135	3	to	to	ADP
brj-24958	135	4	uniaxial	uniaxial	ADJ
brj-24958	135	5	compressive	compressive	ADJ
brj-24958	135	6	strength	strength	NOUN
brj-24958	135	7	ratio	ratio	NOUN
brj-24958	135	8	of	of	ADP
brj-24958	135	9	1.16	1.16	NUM
brj-24958	135	10	was	be	AUX
brj-24958	135	11	adopted	adopt	VERB
brj-24958	135	12	,	,	PUNCT
brj-24958	135	13	as	as	SCONJ
brj-24958	135	14	specified	specify	VERB
brj-24958	135	15	in	in	ADP
brj-24958	135	16	the	the	DET
brj-24958	135	17	abaqus	abaqus	PROPN
brj-24958	135	18	user	user	NOUN
brj-24958	135	19	manual	manual	NOUN
brj-24958	135	20	(	(	PUNCT
brj-24958	135	21	2021	2021	NUM
brj-24958	135	22	)	)	PUNCT
brj-24958	135	23	.	.	PUNCT
brj-24958	136	1	the	the	DET
brj-24958	136	2	details	detail	NOUN
brj-24958	136	3	are	be	AUX
brj-24958	136	4	shown	show	VERB
brj-24958	136	5	in	in	ADP
brj-24958	136	6	table	table	NOUN
brj-24958	136	7	5	5	NUM
brj-24958	136	8	.	.	PUNCT
brj-24958	137	1	the	the	DET
brj-24958	137	2	resulting	result	VERB
brj-24958	137	3	stress	stress	NOUN
brj-24958	137	4	-	-	PUNCT
brj-24958	137	5	strain	strain	NOUN
brj-24958	137	6	relationships	relationship	NOUN
brj-24958	137	7	under	under	ADP
brj-24958	137	8	both	both	DET
brj-24958	137	9	tension	tension	NOUN
brj-24958	137	10	and	and	CCONJ
brj-24958	137	11	compression	compression	NOUN
brj-24958	137	12	,	,	PUNCT
brj-24958	137	13	along	along	ADP
brj-24958	137	14	with	with	ADP
brj-24958	137	15	the	the	DET
brj-24958	137	16	progression	progression	NOUN
brj-24958	137	17	of	of	ADP
brj-24958	137	18	damage	damage	NOUN
brj-24958	137	19	development	development	NOUN
brj-24958	137	20	with	with	ADP
brj-24958	137	21	increasing	increase	VERB
brj-24958	137	22	inelastic	inelastic	ADJ
brj-24958	137	23	strains	strain	NOUN
brj-24958	137	24	,	,	PUNCT
brj-24958	137	25	are	be	AUX
brj-24958	137	26	presented	present	VERB
brj-24958	137	27	in	in	ADP
brj-24958	137	28	fig	fig	NOUN
brj-24958	137	29	.	.	PUNCT
brj-24958	138	1	5	5	X
brj-24958	138	2	.	.	X
brj-24958	138	3	table	table	NOUN
brj-24958	138	4	5	5	NUM
brj-24958	138	5	.	.	PUNCT
brj-24958	138	6	material	material	NOUN
brj-24958	138	7	properties	property	NOUN
brj-24958	138	8	for	for	ADP
brj-24958	138	9	concrete	concrete	ADJ
brj-24958	138	10	e	e	NOUN
brj-24958	138	11	(	(	PUNCT
brj-24958	138	12	gpa	gpa	PROPN
brj-24958	138	13	)	)	PUNCT
brj-24958	138	14	poisson	poisson	PROPN
brj-24958	138	15	's	's	PART
brj-24958	138	16	ratio	ratio	NOUN
brj-24958	138	17	dilation	dilation	NOUN
brj-24958	138	18	angle	angle	NOUN
brj-24958	138	19	eccentricity	eccentricity	NOUN
brj-24958	138	20	ƒb0	ƒb0	PROPN
brj-24958	138	21	/	/	SYM
brj-24958	138	22	ƒc0	ƒc0	NOUN
brj-24958	138	23	k	k	PROPN
brj-24958	138	24	viscosity	viscosity	NOUN
brj-24958	138	25	parameter	parameter	NOUN
brj-24958	138	26	30.5	30.5	NUM
brj-24958	138	27	0.2	0.2	NUM
brj-24958	138	28	31	31	NUM
brj-24958	138	29	0.1	0.1	NUM
brj-24958	138	30	1.16	1.16	NUM
brj-24958	138	31	0.67	0.67	NUM
brj-24958	138	32	0.005	0.005	NUM
brj-24958	138	33	gir	gir	ADJ
brj-24958	138	34	and	and	CCONJ
brj-24958	138	35	rebar	rebar	VERB
brj-24958	138	36	for	for	ADP
brj-24958	138	37	the	the	DET
brj-24958	138	38	gir	gir	PROPN
brj-24958	138	39	components	component	NOUN
brj-24958	138	40	and	and	CCONJ
brj-24958	138	41	reinforcing	reinforce	VERB
brj-24958	138	42	bars	bar	NOUN
brj-24958	138	43	,	,	PUNCT
brj-24958	138	44	the	the	DET
brj-24958	138	45	elastic	elastic	ADJ
brj-24958	138	46	isotropic	isotropic	NOUN
brj-24958	138	47	plastic	plastic	NOUN
brj-24958	138	48	hardening	harden	VERB
brj-24958	138	49	material	material	NOUN
brj-24958	138	50	model	model	NOUN
brj-24958	138	51	was	be	AUX
brj-24958	138	52	employed	employ	VERB
brj-24958	138	53	to	to	PART
brj-24958	138	54	describe	describe	VERB
brj-24958	138	55	their	their	PRON
brj-24958	138	56	mechanical	mechanical	ADJ
brj-24958	138	57	behavior	behavior	NOUN
brj-24958	138	58	.	.	PUNCT
brj-24958	139	1	the	the	DET
brj-24958	139	2	gir	gir	PROPN
brj-24958	139	3	components	component	NOUN
brj-24958	139	4	were	be	AUX
brj-24958	139	5	fabricated	fabricate	VERB
brj-24958	139	6	from	from	ADP
brj-24958	139	7	grade	grade	NOUN
brj-24958	139	8	8.8	8.8	NUM
brj-24958	139	9	steel	steel	NOUN
brj-24958	139	10	,	,	PUNCT
brj-24958	139	11	which	which	PRON
brj-24958	139	12	exhibits	exhibit	VERB
brj-24958	139	13	a	a	DET
brj-24958	139	14	minimum	minimum	ADJ
brj-24958	139	15	yield	yield	NOUN
brj-24958	139	16	strength	strength	NOUN
brj-24958	139	17	of	of	ADP
brj-24958	139	18	600	600	NUM
brj-24958	139	19	mpa	mpa	NOUN
brj-24958	139	20	for	for	ADP
brj-24958	139	21	the	the	DET
brj-24958	139	22	gir	gir	PROPN
brj-24958	139	23	and	and	CCONJ
brj-24958	139	24	800	800	NUM
brj-24958	139	25	mpa	mpa	NOUN
brj-24958	139	26	for	for	ADP
brj-24958	139	27	the	the	DET
brj-24958	139	28	nuts	nut	NOUN
brj-24958	139	29	,	,	PUNCT
brj-24958	139	30	respectively	respectively	ADV
brj-24958	139	31	.	.	PUNCT
brj-24958	140	1	the	the	DET
brj-24958	140	2	reinforcing	reinforce	VERB
brj-24958	140	3	bars	bar	NOUN
brj-24958	140	4	utilized	utilize	VERB
brj-24958	140	5	hrb400	hrb400	PROPN
brj-24958	140	6	steel	steel	NOUN
brj-24958	140	7	with	with	ADP
brj-24958	140	8	a	a	DET
brj-24958	140	9	defined	define	VERB
brj-24958	140	10	yield	yield	NOUN
brj-24958	140	11	strength	strength	NOUN
brj-24958	140	12	of	of	ADP
brj-24958	140	13	400	400	NUM
brj-24958	140	14	mpa	mpa	NOUN
brj-24958	140	15	.	.	PUNCT
brj-24958	141	1	across	across	ADP
brj-24958	141	2	all	all	DET
brj-24958	141	3	steel	steel	NOUN
brj-24958	141	4	components	component	NOUN
brj-24958	141	5	,	,	PUNCT
brj-24958	141	6	the	the	DET
brj-24958	141	7	elastic	elastic	ADJ
brj-24958	141	8	modulus	modulus	NOUN
brj-24958	141	9	and	and	CCONJ
brj-24958	141	10	poisson	poisson	PROPN
brj-24958	141	11	’s	’s	PART
brj-24958	141	12	ratio	ratio	NOUN
brj-24958	141	13	were	be	AUX
brj-24958	141	14	standardized	standardize	VERB
brj-24958	141	15	at	at	ADP
brj-24958	141	16	206	206	NUM
brj-24958	141	17	gpa	gpa	NOUN
brj-24958	141	18	and	and	CCONJ
brj-24958	141	19	0.3	0.3	NUM
brj-24958	141	20	,	,	PUNCT
brj-24958	141	21	respectively	respectively	ADV
brj-24958	141	22	.	.	PUNCT
brj-24958	142	1	the	the	DET
brj-24958	142	2	corresponding	corresponding	ADJ
brj-24958	142	3	uniaxial	uniaxial	ADJ
brj-24958	142	4	tensile	tensile	NOUN
brj-24958	142	5	stress	stress	NOUN
brj-24958	142	6	-	-	PUNCT
brj-24958	142	7	strain	strain	NOUN
brj-24958	142	8	curves	curve	NOUN
brj-24958	142	9	are	be	AUX
brj-24958	142	10	illustrated	illustrate	VERB
brj-24958	142	11	in	in	ADP
brj-24958	142	12	fig	fig	NOUN
brj-24958	142	13	.	.	PUNCT
brj-24958	143	1	6	6	NUM
brj-24958	143	2	.	.	NOUN
brj-24958	144	1	0.00	0.00	NUM
brj-24958	144	2	0.05	0.05	NUM
brj-24958	144	3	0.10	0.10	NUM
brj-24958	144	4	0.15	0.15	NUM
brj-24958	144	5	0.20	0.20	NUM
brj-24958	144	6	0	0	NUM
brj-24958	144	7	200	200	NUM
brj-24958	144	8	400	400	NUM
brj-24958	144	9	600	600	NUM
brj-24958	144	10	800	800	NUM
brj-24958	144	11	1000	1000	NUM
brj-24958	144	12	s	s	PART
brj-24958	144	13	tr	tr	VERB
brj-24958	144	14	e	e	NOUN
brj-24958	144	15	s	s	X
brj-24958	144	16	s	s	X
brj-24958	144	17	(	(	PUNCT
brj-24958	144	18	m	m	PROPN
brj-24958	144	19	p	p	NOUN
brj-24958	144	20	a	a	PRON
brj-24958	144	21	)	)	PUNCT
brj-24958	144	22	strain	strain	NOUN
brj-24958	144	23	8.8	8.8	NUM
brj-24958	144	24	hrb355	hrb355	PROPN
brj-24958	144	25	fig	fig	NOUN
brj-24958	144	26	.	.	PUNCT
brj-24958	145	1	6	6	NUM
brj-24958	145	2	.	.	X
brj-24958	145	3	uniaxial	uniaxial	ADJ
brj-24958	145	4	stress	stress	NOUN
brj-24958	145	5	-	-	PUNCT
brj-24958	145	6	strain	strain	NOUN
brj-24958	145	7	curves	curve	NOUN
brj-24958	145	8	for	for	ADP
brj-24958	145	9	grade	grade	NOUN
brj-24958	145	10	8.8	8.8	NUM
brj-24958	145	11	and	and	CCONJ
brj-24958	145	12	hrb355	hrb355	ADJ
brj-24958	145	13	steel	steel	NOUN
brj-24958	145	14	contacts	contact	NOUN
brj-24958	145	15	,	,	PUNCT
brj-24958	145	16	loading	loading	NOUN
brj-24958	145	17	,	,	PUNCT
brj-24958	145	18	boundary	boundary	ADJ
brj-24958	145	19	conditions	condition	NOUN
brj-24958	145	20	,	,	PUNCT
brj-24958	145	21	and	and	CCONJ
brj-24958	145	22	analysis	analysis	NOUN
brj-24958	145	23	procedure	procedure	NOUN
brj-24958	145	24	the	the	DET
brj-24958	145	25	fe	fe	NOUN
brj-24958	145	26	model	model	NOUN
brj-24958	145	27	employed	employ	VERB
brj-24958	145	28	in	in	ADP
brj-24958	145	29	the	the	DET
brj-24958	145	30	analysis	analysis	NOUN
brj-24958	145	31	was	be	AUX
brj-24958	145	32	constructed	construct	VERB
brj-24958	145	33	using	use	VERB
brj-24958	145	34	a	a	DET
brj-24958	145	35	1/4	1/4	NUM
brj-24958	145	36	symmetry	symmetry	NOUN
brj-24958	145	37	model	model	NOUN
brj-24958	145	38	to	to	PART
brj-24958	145	39	optimize	optimize	VERB
brj-24958	145	40	computational	computational	ADJ
brj-24958	145	41	efficiency	efficiency	NOUN
brj-24958	145	42	while	while	SCONJ
brj-24958	145	43	maintaining	maintain	VERB
brj-24958	145	44	accuracy	accuracy	NOUN
brj-24958	145	45	.	.	PUNCT
brj-24958	146	1	to	to	PART
brj-24958	146	2	establish	establish	VERB
brj-24958	146	3	a	a	DET
brj-24958	146	4	stable	stable	ADJ
brj-24958	146	5	support	support	NOUN
brj-24958	146	6	condition	condition	NOUN
brj-24958	146	7	,	,	PUNCT
brj-24958	146	8	all	all	DET
brj-24958	146	9	degrees	degree	NOUN
brj-24958	146	10	of	of	ADP
brj-24958	146	11	freedom	freedom	NOUN
brj-24958	146	12	(	(	PUNCT
brj-24958	146	13	dofs	dofs	NOUN
brj-24958	146	14	)	)	PUNCT
brj-24958	146	15	at	at	ADP
brj-24958	146	16	the	the	DET
brj-24958	146	17	bottom	bottom	ADJ
brj-24958	146	18	surface	surface	NOUN
brj-24958	146	19	of	of	ADP
brj-24958	146	20	the	the	DET
brj-24958	146	21	concrete	concrete	ADJ
brj-24958	146	22	specimen	speciman	NOUN
brj-24958	146	23	were	be	AUX
brj-24958	146	24	fully	fully	ADV
brj-24958	146	25	constrained	constrain	VERB
brj-24958	146	26	.	.	PUNCT
brj-24958	147	1	displacement	displacement	NOUN
brj-24958	147	2	-	-	PUNCT
brj-24958	147	3	controlled	control	VERB
brj-24958	147	4	loading	loading	NOUN
brj-24958	147	5	was	be	AUX
brj-24958	147	6	applied	apply	VERB
brj-24958	147	7	at	at	ADP
brj-24958	147	8	the	the	DET
brj-24958	147	9	top	top	ADJ
brj-24958	147	10	surface	surface	NOUN
brj-24958	147	11	of	of	ADP
brj-24958	147	12	the	the	DET
brj-24958	147	13	glt	glt	PROPN
brj-24958	147	14	to	to	PART
brj-24958	147	15	simulate	simulate	VERB
brj-24958	147	16	the	the	DET
brj-24958	147	17	push	push	VERB
brj-24958	147	18	-	-	PUNCT
brj-24958	147	19	out	out	ADP
brj-24958	147	20	test	test	NOUN
brj-24958	147	21	conditions	condition	NOUN
brj-24958	147	22	.	.	PUNCT
brj-24958	148	1	symmetry	symmetry	NOUN
brj-24958	148	2	boundary	boundary	ADJ
brj-24958	148	3	conditions	condition	NOUN
brj-24958	148	4	were	be	AUX
brj-24958	148	5	imposed	impose	VERB
brj-24958	148	6	on	on	ADP
brj-24958	148	7	the	the	DET
brj-24958	148	8	remaining	remain	VERB
brj-24958	148	9	lateral	lateral	ADJ
brj-24958	148	10	surfaces	surface	NOUN
brj-24958	148	11	to	to	PART
brj-24958	148	12	ensure	ensure	VERB
brj-24958	148	13	that	that	SCONJ
brj-24958	148	14	both	both	CCONJ
brj-24958	148	15	displacement	displacement	ADJ
brj-24958	148	16	and	and	CCONJ
brj-24958	148	17	rotational	rotational	ADJ
brj-24958	148	18	degrees	degree	NOUN
brj-24958	148	19	of	of	ADP
brj-24958	148	20	freedom	freedom	NOUN
brj-24958	148	21	adhered	adhere	VERB
brj-24958	148	22	to	to	ADP
brj-24958	148	23	symmetry	symmetry	NOUN
brj-24958	148	24	requirements	requirement	NOUN
brj-24958	148	25	,	,	PUNCT
brj-24958	148	26	thereby	thereby	ADV
brj-24958	148	27	enhancing	enhance	VERB
brj-24958	148	28	the	the	DET
brj-24958	148	29	reliability	reliability	NOUN
brj-24958	148	30	of	of	ADP
brj-24958	148	31	the	the	DET
brj-24958	148	32	simulation	simulation	NOUN
brj-24958	148	33	results	result	VERB
brj-24958	148	34	.	.	PUNCT
brj-24958	149	1	the	the	DET
brj-24958	149	2	specific	specific	ADJ
brj-24958	149	3	boundary	boundary	ADJ
brj-24958	149	4	conditions	condition	NOUN
brj-24958	149	5	are	be	AUX
brj-24958	149	6	illustrated	illustrate	VERB
brj-24958	149	7	in	in	ADP
brj-24958	149	8	in	in	ADP
brj-24958	149	9	fig	fig	NOUN
brj-24958	149	10	.	.	PUNCT
brj-24958	150	1	7	7	NUM
brj-24958	150	2	(	(	PUNCT
brj-24958	150	3	a	a	NOUN
brj-24958	150	4	)	)	PUNCT
brj-24958	150	5	.	.	PUNCT
brj-24958	151	1	the	the	DET
brj-24958	151	2	contact	contact	NOUN
brj-24958	151	3	interactions	interaction	NOUN
brj-24958	151	4	within	within	ADP
brj-24958	151	5	the	the	DET
brj-24958	151	6	model	model	NOUN
brj-24958	151	7	are	be	AUX
brj-24958	151	8	defined	define	VERB
brj-24958	151	9	as	as	SCONJ
brj-24958	151	10	follows	follow	VERB
brj-24958	151	11	:	:	PUNCT
brj-24958	151	12	at	at	ADP
brj-24958	151	13	the	the	DET
brj-24958	151	14	interface	interface	NOUN
brj-24958	151	15	between	between	ADP
brj-24958	151	16	glt	glt	PROPN
brj-24958	151	17	and	and	CCONJ
brj-24958	151	18	concrete	concrete	PROPN
brj-24958	151	19	,	,	PUNCT
brj-24958	151	20	a	a	DET
brj-24958	151	21	hard	hard	ADJ
brj-24958	151	22	contact	contact	NOUN
brj-24958	151	23	formulation	formulation	NOUN
brj-24958	151	24	was	be	AUX
brj-24958	151	25	employed	employ	VERB
brj-24958	151	26	with	with	ADP
brj-24958	151	27	a	a	DET
brj-24958	151	28	friction	friction	NOUN
brj-24958	151	29	coefficient	coefficient	NOUN
brj-24958	151	30	of	of	ADP
brj-24958	151	31	0.1	0.1	NUM
brj-24958	151	32	to	to	PART
brj-24958	151	33	characterize	characterize	VERB
brj-24958	151	34	their	their	PRON
brj-24958	151	35	mechanical	mechanical	ADJ
brj-24958	151	36	interaction	interaction	NOUN
brj-24958	151	37	.	.	PUNCT
brj-24958	152	1	for	for	ADP
brj-24958	152	2	the	the	DET
brj-24958	152	3	glt	glt	PROPN
brj-24958	152	4	-	-	PUNCT
brj-24958	152	5	gir	gir	VERB
brj-24958	152	6	peer	peer	NOUN
brj-24958	152	7	-	-	PUNCT
brj-24958	152	8	reviewed	review	VERB
brj-24958	152	9	article	article	NOUN
brj-24958	152	10	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	152	11	yang	yang	PROPN
brj-24958	152	12	et	et	PROPN
brj-24958	152	13	al	al	PROPN
brj-24958	152	14	.	.	PROPN
brj-24958	153	1	(	(	PUNCT
brj-24958	153	2	2025	2025	NUM
brj-24958	153	3	)	)	PUNCT
brj-24958	153	4	.	.	PUNCT
brj-24958	154	1	“	"	PUNCT
brj-24958	154	2	glulam	glulam	NOUN
brj-24958	154	3	-	-	PUNCT
brj-24958	154	4	concrete	concrete	ADJ
brj-24958	154	5	connectors	connector	NOUN
brj-24958	154	6	,	,	PUNCT
brj-24958	154	7	”	"	PUNCT
brj-24958	154	8	bioresources	bioresource	NOUN
brj-24958	154	9	20(4	20(4	NOUN
brj-24958	154	10	)	)	PUNCT
brj-24958	154	11	,	,	PUNCT
brj-24958	154	12	10460	10460	NUM
brj-24958	154	13	-	-	SYM
brj-24958	154	14	10486	10486	NUM
brj-24958	154	15	.	.	PUNCT
brj-24958	155	1	10469	10469	NUM
brj-24958	155	2	interface	interface	NOUN
brj-24958	155	3	,	,	PUNCT
brj-24958	155	4	a	a	DET
brj-24958	155	5	cohesive	cohesive	ADJ
brj-24958	155	6	contact	contact	NOUN
brj-24958	155	7	approach	approach	NOUN
brj-24958	155	8	was	be	AUX
brj-24958	155	9	utilized	utilize	VERB
brj-24958	155	10	to	to	PART
brj-24958	155	11	accurately	accurately	ADV
brj-24958	155	12	capture	capture	VERB
brj-24958	155	13	the	the	DET
brj-24958	155	14	bonding	bonding	NOUN
brj-24958	155	15	-	-	PUNCT
brj-24958	155	16	slip	slip	NOUN
brj-24958	155	17	behavior	behavior	NOUN
brj-24958	155	18	observed	observe	VERB
brj-24958	155	19	in	in	ADP
brj-24958	155	20	this	this	DET
brj-24958	155	21	material	material	NOUN
brj-24958	155	22	combination	combination	NOUN
brj-24958	155	23	.	.	PUNCT
brj-24958	156	1	this	this	DET
brj-24958	156	2	modeling	modeling	NOUN
brj-24958	156	3	strategy	strategy	NOUN
brj-24958	156	4	has	have	AUX
brj-24958	156	5	been	be	AUX
brj-24958	156	6	validated	validate	VERB
brj-24958	156	7	as	as	ADP
brj-24958	156	8	effective	effective	ADJ
brj-24958	156	9	in	in	ADP
brj-24958	156	10	previous	previous	ADJ
brj-24958	156	11	studies	study	NOUN
brj-24958	156	12	(	(	PUNCT
brj-24958	156	13	azinović	azinović	PROPN
brj-24958	156	14	et	et	PROPN
brj-24958	156	15	al	al	PROPN
brj-24958	156	16	.	.	PROPN
brj-24958	156	17	2019	2019	NUM
brj-24958	156	18	;	;	PUNCT
brj-24958	156	19	shirmohammadli	shirmohammadli	PROPN
brj-24958	156	20	et	et	PROPN
brj-24958	156	21	al	al	PROPN
brj-24958	156	22	.	.	PROPN
brj-24958	156	23	2023	2023	NUM
brj-24958	156	24	)	)	PUNCT
brj-24958	156	25	.	.	PUNCT
brj-24958	157	1	fig	fig	NOUN
brj-24958	157	2	.	.	PUNCT
brj-24958	158	1	7	7	X
brj-24958	158	2	.	.	X
brj-24958	158	3	(	(	PUNCT
brj-24958	158	4	a	a	X
brj-24958	158	5	)	)	PUNCT
brj-24958	158	6	boundary	boundary	ADJ
brj-24958	158	7	conditions	condition	NOUN
brj-24958	158	8	and	and	CCONJ
brj-24958	158	9	(	(	PUNCT
brj-24958	158	10	b	b	NOUN
brj-24958	158	11	)	)	PUNCT
brj-24958	158	12	interface	interface	NOUN
brj-24958	158	13	/	/	SYM
brj-24958	158	14	contact	contact	NOUN
brj-24958	158	15	conditions	condition	NOUN
brj-24958	158	16	in	in	ADP
brj-24958	158	17	the	the	DET
brj-24958	158	18	finite	finite	PROPN
brj-24958	158	19	element	element	NOUN
brj-24958	158	20	models	model	NOUN
brj-24958	158	21	table	table	VERB
brj-24958	158	22	6	6	NUM
brj-24958	158	23	.	.	PUNCT
brj-24958	158	24	cohesive	cohesive	ADJ
brj-24958	158	25	contact	contact	NOUN
brj-24958	158	26	interface	interface	NOUN
brj-24958	158	27	parameters	parameter	NOUN
brj-24958	158	28	knn	knn	PROPN
brj-24958	158	29	(	(	PUNCT
brj-24958	158	30	n	n	CCONJ
brj-24958	158	31	/	/	SYM
brj-24958	158	32	mm3	mm3	ADJ
brj-24958	158	33	)	)	PUNCT
brj-24958	158	34	ktt,1	ktt,1	NOUN
brj-24958	158	35	(	(	PUNCT
brj-24958	158	36	n	n	CCONJ
brj-24958	158	37	/	/	SYM
brj-24958	158	38	mm3	mm3	ADJ
brj-24958	158	39	)	)	PUNCT
brj-24958	158	40	ktt,2	ktt,2	NOUN
brj-24958	158	41	(	(	PUNCT
brj-24958	158	42	n	n	CCONJ
brj-24958	158	43	/	/	SYM
brj-24958	158	44	mm3	mm3	ADJ
brj-24958	158	45	)	)	PUNCT
brj-24958	158	46	σ	σ	PROPN
brj-24958	158	47	(	(	PUNCT
brj-24958	158	48	mpa	mpa	PROPN
brj-24958	158	49	)	)	PUNCT
brj-24958	158	50	τ1	τ1	PROPN
brj-24958	158	51	(	(	PUNCT
brj-24958	158	52	mpa	mpa	PROPN
brj-24958	158	53	)	)	PUNCT
brj-24958	158	54	τ2	τ2	PROPN
brj-24958	158	55	(	(	PUNCT
brj-24958	158	56	mpa	mpa	PROPN
brj-24958	158	57	)	)	PUNCT
brj-24958	158	58	δf	δf	PROPN
brj-24958	158	59	(	(	PUNCT
brj-24958	158	60	mm	mm	PROPN
brj-24958	158	61	)	)	PUNCT
brj-24958	158	62	η	η	PROPN
brj-24958	158	63	timberadhesive	timberadhesive	NOUN
brj-24958	158	64	of	of	ADP
brj-24958	158	65	rod	rod	NOUN
brj-24958	158	66	1300	1300	NUM
brj-24958	158	67	500	500	NUM
brj-24958	158	68	500	500	NUM
brj-24958	158	69	5	5	NUM
brj-24958	158	70	8.5	8.5	NUM
brj-24958	158	71	8.5	8.5	NUM
brj-24958	158	72	0.3	0.3	NUM
brj-24958	158	73	0.005	0.005	NUM
brj-24958	158	74	note	note	NOUN
brj-24958	158	75	:	:	PUNCT
brj-24958	158	76	knn	knn	PROPN
brj-24958	158	77	is	be	AUX
brj-24958	158	78	the	the	DET
brj-24958	158	79	stiffness	stiffness	NOUN
brj-24958	158	80	in	in	ADP
brj-24958	158	81	the	the	DET
brj-24958	158	82	normal	normal	ADJ
brj-24958	158	83	direction	direction	NOUN
brj-24958	158	84	(	(	PUNCT
brj-24958	158	85	azinović	azinović	NOUN
brj-24958	158	86	et	et	PROPN
brj-24958	158	87	al	al	PROPN
brj-24958	158	88	.	.	PROPN
brj-24958	158	89	2019	2019	NUM
brj-24958	158	90	;	;	PUNCT
brj-24958	158	91	danielsson	danielsson	NOUN
brj-24958	158	92	et	et	PROPN
brj-24958	158	93	al	al	PROPN
brj-24958	158	94	.	.	PROPN
brj-24958	158	95	2019	2019	NUM
brj-24958	158	96	)	)	PUNCT
brj-24958	158	97	,	,	PUNCT
brj-24958	158	98	ktt,1	ktt,1	NOUN
brj-24958	158	99	and	and	CCONJ
brj-24958	158	100	ktt,2	ktt,2	NOUN
brj-24958	158	101	are	be	AUX
brj-24958	158	102	the	the	DET
brj-24958	158	103	stiffness	stiffness	NOUN
brj-24958	158	104	in	in	ADP
brj-24958	158	105	the	the	DET
brj-24958	158	106	shear	shear	NOUN
brj-24958	158	107	directions	direction	NOUN
brj-24958	158	108	(	(	PUNCT
brj-24958	158	109	azinović	azinović	NOUN
brj-24958	158	110	et	et	PROPN
brj-24958	158	111	al	al	PROPN
brj-24958	158	112	.	.	PROPN
brj-24958	158	113	2019	2019	NUM
brj-24958	158	114	;	;	PUNCT
brj-24958	158	115	danielsson	danielsson	NOUN
brj-24958	158	116	et	et	PROPN
brj-24958	158	117	al	al	PROPN
brj-24958	158	118	.	.	PROPN
brj-24958	158	119	2019	2019	NUM
brj-24958	158	120	)	)	PUNCT
brj-24958	158	121	,	,	PUNCT
brj-24958	158	122	σ	σ	PROPN
brj-24958	158	123	is	be	AUX
brj-24958	158	124	the	the	DET
brj-24958	158	125	strength	strength	NOUN
brj-24958	158	126	in	in	ADP
brj-24958	158	127	the	the	DET
brj-24958	158	128	normal	normal	ADJ
brj-24958	158	129	direction	direction	NOUN
brj-24958	158	130	,	,	PUNCT
brj-24958	158	131	limited	limit	VERB
brj-24958	158	132	by	by	ADP
brj-24958	158	133	the	the	DET
brj-24958	158	134	perpendicular	perpendicular	NOUN
brj-24958	158	135	to	to	ADP
brj-24958	158	136	the	the	DET
brj-24958	158	137	grain	grain	NOUN
brj-24958	158	138	tensile	tensile	NOUN
brj-24958	158	139	strength	strength	NOUN
brj-24958	158	140	of	of	ADP
brj-24958	158	141	timber	timber	NOUN
brj-24958	158	142	.	.	PUNCT
brj-24958	159	1	τ1	τ1	NOUN
brj-24958	159	2	and	and	CCONJ
brj-24958	159	3	τ2	τ2	NOUN
brj-24958	159	4	are	be	AUX
brj-24958	159	5	the	the	DET
brj-24958	159	6	shear	shear	NOUN
brj-24958	159	7	strengths	strength	NOUN
brj-24958	159	8	(	(	PUNCT
brj-24958	159	9	serrano	serrano	PROPN
brj-24958	159	10	2001	2001	NUM
brj-24958	159	11	;	;	PUNCT
brj-24958	159	12	azinović	azinović	PROPN
brj-24958	159	13	et	et	PROPN
brj-24958	159	14	al	al	PROPN
brj-24958	159	15	.	.	PROPN
brj-24958	159	16	2019	2019	NUM
brj-24958	159	17	)	)	PUNCT
brj-24958	159	18	,	,	PUNCT
brj-24958	159	19	δf	δf	PROPN
brj-24958	159	20	is	be	AUX
brj-24958	159	21	the	the	DET
brj-24958	159	22	displacement	displacement	NOUN
brj-24958	159	23	at	at	ADP
brj-24958	159	24	failure	failure	NOUN
brj-24958	159	25	,	,	PUNCT
brj-24958	159	26	taken	take	VERB
brj-24958	159	27	from	from	ADP
brj-24958	159	28	test	test	NOUN
brj-24958	159	29	experience	experience	NOUN
brj-24958	159	30	,	,	PUNCT
brj-24958	159	31	and	and	CCONJ
brj-24958	159	32	η	η	PROPN
brj-24958	159	33	is	be	AUX
brj-24958	159	34	the	the	DET
brj-24958	159	35	viscosity	viscosity	NOUN
brj-24958	159	36	coefficient	coefficient	NOUN
brj-24958	159	37	.	.	PUNCT
brj-24958	160	1	the	the	DET
brj-24958	160	2	specific	specific	ADJ
brj-24958	160	3	cohesive	cohesive	ADJ
brj-24958	160	4	behavior	behavior	NOUN
brj-24958	160	5	parameters	parameter	NOUN
brj-24958	160	6	adopted	adopt	VERB
brj-24958	160	7	in	in	ADP
brj-24958	160	8	this	this	DET
brj-24958	160	9	study	study	NOUN
brj-24958	160	10	are	be	AUX
brj-24958	160	11	detailed	detail	VERB
brj-24958	160	12	in	in	ADP
brj-24958	160	13	table	table	NOUN
brj-24958	160	14	6	6	NUM
brj-24958	160	15	.	.	PUNCT
brj-24958	161	1	in	in	ADP
brj-24958	161	2	the	the	DET
brj-24958	161	3	initial	initial	ADJ
brj-24958	161	4	modeling	modeling	NOUN
brj-24958	161	5	phase	phase	NOUN
brj-24958	161	6	,	,	PUNCT
brj-24958	161	7	a	a	DET
brj-24958	161	8	1mm	1mm	ADJ
brj-24958	161	9	-	-	PUNCT
brj-24958	161	10	thick	thick	ADJ
brj-24958	161	11	adhesive	adhesive	ADJ
brj-24958	161	12	layer	layer	NOUN
brj-24958	161	13	was	be	AUX
brj-24958	161	14	explicitly	explicitly	ADV
brj-24958	161	15	modeled	model	VERB
brj-24958	161	16	between	between	ADP
brj-24958	161	17	glt	glt	PROPN
brj-24958	161	18	and	and	CCONJ
brj-24958	161	19	gir	gir	PROPN
brj-24958	161	20	.	.	PUNCT
brj-24958	162	1	however	however	ADV
brj-24958	162	2	,	,	PUNCT
brj-24958	162	3	subsequent	subsequent	ADJ
brj-24958	162	4	analyses	analysis	NOUN
brj-24958	162	5	demonstrated	demonstrate	VERB
brj-24958	162	6	that	that	SCONJ
brj-24958	162	7	the	the	DET
brj-24958	162	8	influence	influence	NOUN
brj-24958	162	9	of	of	ADP
brj-24958	162	10	this	this	DET
brj-24958	162	11	adhesive	adhesive	ADJ
brj-24958	162	12	layer	layer	NOUN
brj-24958	162	13	thickness	thickness	NOUN
brj-24958	162	14	on	on	ADP
brj-24958	162	15	the	the	DET
brj-24958	162	16	overall	overall	ADJ
brj-24958	162	17	model	model	NOUN
brj-24958	162	18	response	response	NOUN
brj-24958	162	19	was	be	AUX
brj-24958	162	20	negligible	negligible	ADJ
brj-24958	162	21	(	(	PUNCT
brj-24958	162	22	initial	initial	ADJ
brj-24958	162	23	comparison	comparison	NOUN
brj-24958	162	24	results	result	NOUN
brj-24958	162	25	were	be	AUX
brj-24958	162	26	provided	provide	VERB
brj-24958	162	27	in	in	ADP
brj-24958	162	28	the	the	DET
brj-24958	162	29	appendix	appendix	NOUN
brj-24958	162	30	,	,	PUNCT
brj-24958	162	31	where	where	SCONJ
brj-24958	162	32	fe	fe	NOUN
brj-24958	162	33	-	-	NOUN
brj-24958	162	34	adhesive	adhesive	NOUN
brj-24958	162	35	represents	represent	VERB
brj-24958	162	36	the	the	DET
brj-24958	162	37	solid	solid	ADJ
brj-24958	162	38	adhesive	adhesive	ADJ
brj-24958	162	39	layer	layer	NOUN
brj-24958	162	40	modeling	modeling	NOUN
brj-24958	162	41	)	)	PUNCT
brj-24958	162	42	.	.	PUNCT
brj-24958	163	1	consequently	consequently	ADV
brj-24958	163	2	,	,	PUNCT
brj-24958	163	3	the	the	DET
brj-24958	163	4	explicit	explicit	ADJ
brj-24958	163	5	solid	solid	ADJ
brj-24958	163	6	modeling	modeling	NOUN
brj-24958	163	7	of	of	ADP
brj-24958	163	8	this	this	DET
brj-24958	163	9	adhesive	adhesive	ADJ
brj-24958	163	10	layer	layer	NOUN
brj-24958	163	11	was	be	AUX
brj-24958	163	12	omitted	omit	VERB
brj-24958	163	13	in	in	ADP
brj-24958	163	14	the	the	DET
brj-24958	163	15	final	final	ADJ
brj-24958	163	16	model	model	NOUN
brj-24958	163	17	configuration	configuration	NOUN
brj-24958	163	18	.	.	PUNCT
brj-24958	164	1	for	for	ADP
brj-24958	164	2	the	the	DET
brj-24958	164	3	concrete	concrete	ADJ
brj-24958	164	4	-	-	PUNCT
brj-24958	164	5	gir	gir	VERB
brj-24958	164	6	interface	interface	NOUN
brj-24958	164	7	,	,	PUNCT
brj-24958	164	8	a	a	DET
brj-24958	164	9	hard	hard	ADJ
brj-24958	164	10	contact	contact	NOUN
brj-24958	164	11	condition	condition	NOUN
brj-24958	164	12	with	with	ADP
brj-24958	164	13	a	a	DET
brj-24958	164	14	higher	high	ADJ
brj-24958	164	15	friction	friction	NOUN
brj-24958	164	16	coefficient	coefficient	NOUN
brj-24958	164	17	of	of	ADP
brj-24958	164	18	0.5	0.5	NUM
brj-24958	164	19	was	be	AUX
brj-24958	164	20	specified	specify	VERB
brj-24958	164	21	to	to	PART
brj-24958	164	22	account	account	VERB
brj-24958	164	23	for	for	ADP
brj-24958	164	24	the	the	DET
brj-24958	164	25	different	different	ADJ
brj-24958	164	26	material	material	NOUN
brj-24958	164	27	interaction	interaction	NOUN
brj-24958	164	28	characteristics	characteristic	NOUN
brj-24958	164	29	.	.	PUNCT
brj-24958	165	1	additionally	additionally	ADV
brj-24958	165	2	,	,	PUNCT
brj-24958	165	3	the	the	DET
brj-24958	165	4	reinforcement	reinforcement	NOUN
brj-24958	165	5	bars	bar	NOUN
brj-24958	165	6	were	be	AUX
brj-24958	165	7	integrated	integrate	VERB
brj-24958	165	8	into	into	ADP
brj-24958	165	9	the	the	DET
brj-24958	165	10	concrete	concrete	ADJ
brj-24958	165	11	matrix	matrix	NOUN
brj-24958	165	12	using	use	VERB
brj-24958	165	13	abaqus	abaqus	NOUN
brj-24958	165	14	’s	’s	PART
brj-24958	165	15	built	build	VERB
brj-24958	165	16	-	-	PUNCT
brj-24958	165	17	in	in	ADP
brj-24958	165	18	“	"	PUNCT
brj-24958	165	19	embedding	embed	VERB
brj-24958	165	20	”	"	PUNCT
brj-24958	165	21	feature	feature	NOUN
brj-24958	165	22	,	,	PUNCT
brj-24958	165	23	which	which	PRON
brj-24958	165	24	ensures	ensure	VERB
brj-24958	165	25	proper	proper	ADJ
brj-24958	165	26	load	load	NOUN
brj-24958	165	27	transfer	transfer	NOUN
brj-24958	165	28	between	between	ADP
brj-24958	165	29	the	the	DET
brj-24958	165	30	reinforcement	reinforcement	NOUN
brj-24958	165	31	and	and	CCONJ
brj-24958	165	32	surrounding	surround	VERB
brj-24958	165	33	concrete	concrete	NOUN
brj-24958	165	34	while	while	SCONJ
brj-24958	165	35	maintaining	maintain	VERB
brj-24958	165	36	computational	computational	ADJ
brj-24958	165	37	efficiency	efficiency	NOUN
brj-24958	165	38	.	.	PUNCT
brj-24958	166	1	element	element	NOUN
brj-24958	166	2	type	type	NOUN
brj-24958	166	3	and	and	CCONJ
brj-24958	166	4	mesh	mesh	VERB
brj-24958	166	5	the	the	DET
brj-24958	166	6	mesh	mesh	NOUN
brj-24958	166	7	size	size	NOUN
brj-24958	166	8	for	for	ADP
brj-24958	166	9	the	the	DET
brj-24958	166	10	concrete	concrete	ADJ
brj-24958	166	11	panels	panel	NOUN
brj-24958	166	12	and	and	CCONJ
brj-24958	166	13	glt	glt	PROPN
brj-24958	166	14	was	be	AUX
brj-24958	166	15	restricted	restrict	VERB
brj-24958	166	16	to	to	ADP
brj-24958	166	17	10	10	NUM
brj-24958	166	18	mm	mm	NOUN
brj-24958	166	19	in	in	ADP
brj-24958	166	20	the	the	DET
brj-24958	166	21	vicinity	vicinity	NOUN
brj-24958	166	22	of	of	ADP
brj-24958	166	23	the	the	DET
brj-24958	166	24	gir	gir	PROPN
brj-24958	166	25	surface	surface	NOUN
brj-24958	166	26	,	,	PUNCT
brj-24958	166	27	while	while	SCONJ
brj-24958	166	28	in	in	ADP
brj-24958	166	29	the	the	DET
brj-24958	166	30	remaining	remain	VERB
brj-24958	166	31	areas	area	NOUN
brj-24958	166	32	it	it	PRON
brj-24958	166	33	was	be	AUX
brj-24958	166	34	maintained	maintain	VERB
brj-24958	166	35	below	below	ADP
brj-24958	166	36	20	20	NUM
brj-24958	166	37	mm	mm	NOUN
brj-24958	166	38	.	.	PUNCT
brj-24958	167	1	the	the	DET
brj-24958	167	2	rebar	rebar	ADJ
brj-24958	167	3	mesh	mesh	NOUN
brj-24958	167	4	was	be	AUX
brj-24958	167	5	similarly	similarly	ADV
brj-24958	167	6	specified	specify	VERB
brj-24958	167	7	with	with	ADP
brj-24958	167	8	a	a	DET
brj-24958	167	9	10	10	NUM
brj-24958	167	10	mm	mm	NOUN
brj-24958	167	11	size	size	NOUN
brj-24958	167	12	to	to	PART
brj-24958	167	13	promote	promote	VERB
brj-24958	167	14	numerical	numerical	ADJ
brj-24958	167	15	peer	peer	NOUN
brj-24958	167	16	-	-	PUNCT
brj-24958	167	17	reviewed	review	VERB
brj-24958	167	18	article	article	NOUN
brj-24958	167	19	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	168	1	yang	yang	PROPN
brj-24958	168	2	et	et	PROPN
brj-24958	168	3	al	al	PROPN
brj-24958	168	4	.	.	PROPN
brj-24958	168	5	(	(	PUNCT
brj-24958	168	6	2025	2025	NUM
brj-24958	168	7	)	)	PUNCT
brj-24958	168	8	.	.	PUNCT
brj-24958	169	1	“	"	PUNCT
brj-24958	169	2	glulam	glulam	NOUN
brj-24958	169	3	-	-	PUNCT
brj-24958	169	4	concrete	concrete	ADJ
brj-24958	169	5	connectors	connector	NOUN
brj-24958	169	6	,	,	PUNCT
brj-24958	169	7	”	"	PUNCT
brj-24958	169	8	bioresources	bioresource	NOUN
brj-24958	169	9	20(4	20(4	NOUN
brj-24958	169	10	)	)	PUNCT
brj-24958	169	11	,	,	PUNCT
brj-24958	169	12	10460	10460	NUM
brj-24958	169	13	-	-	SYM
brj-24958	169	14	10486	10486	NUM
brj-24958	169	15	.	.	PUNCT
brj-24958	170	1	10470	10470	NUM
brj-24958	170	2	convergence	convergence	NOUN
brj-24958	170	3	.	.	PUNCT
brj-24958	171	1	for	for	ADP
brj-24958	171	2	threaded	threaded	ADJ
brj-24958	171	3	rods	rod	NOUN
brj-24958	171	4	,	,	PUNCT
brj-24958	171	5	the	the	DET
brj-24958	171	6	mesh	mesh	NOUN
brj-24958	171	7	size	size	NOUN
brj-24958	171	8	along	along	ADP
brj-24958	171	9	their	their	PRON
brj-24958	171	10	length	length	NOUN
brj-24958	171	11	was	be	AUX
brj-24958	171	12	set	set	VERB
brj-24958	171	13	to	to	ADP
brj-24958	171	14	5	5	NUM
brj-24958	171	15	mm	mm	NOUN
brj-24958	171	16	,	,	PUNCT
brj-24958	171	17	whereas	whereas	SCONJ
brj-24958	171	18	the	the	DET
brj-24958	171	19	mesh	mesh	NOUN
brj-24958	171	20	in	in	ADP
brj-24958	171	21	the	the	DET
brj-24958	171	22	circular	circular	ADJ
brj-24958	171	23	cross	cross	ADJ
brj-24958	171	24	-	-	ADJ
brj-24958	171	25	section	section	ADJ
brj-24958	171	26	direction	direction	NOUN
brj-24958	171	27	was	be	AUX
brj-24958	171	28	determined	determine	VERB
brj-24958	171	29	by	by	ADP
brj-24958	171	30	the	the	DET
brj-24958	171	31	number	number	NOUN
brj-24958	171	32	of	of	ADP
brj-24958	171	33	divisions	division	NOUN
brj-24958	171	34	,	,	PUNCT
brj-24958	171	35	with	with	ADP
brj-24958	171	36	four	four	NUM
brj-24958	171	37	units	unit	NOUN
brj-24958	171	38	per	per	ADP
brj-24958	171	39	split	split	ADJ
brj-24958	171	40	edge	edge	NOUN
brj-24958	171	41	.	.	PUNCT
brj-24958	172	1	all	all	DET
brj-24958	172	2	components	component	NOUN
brj-24958	172	3	,	,	PUNCT
brj-24958	172	4	excluding	exclude	VERB
brj-24958	172	5	the	the	DET
brj-24958	172	6	reinforcement	reinforcement	NOUN
brj-24958	172	7	,	,	PUNCT
brj-24958	172	8	were	be	AUX
brj-24958	172	9	meshed	mesh	VERB
brj-24958	172	10	using	use	VERB
brj-24958	172	11	8	8	NUM
brj-24958	172	12	-	-	PUNCT
brj-24958	172	13	node	node	ADJ
brj-24958	172	14	hexahedral	hexahedral	ADJ
brj-24958	172	15	elements	element	NOUN
brj-24958	172	16	(	(	PUNCT
brj-24958	172	17	fig	fig	NOUN
brj-24958	172	18	.	.	PUNCT
brj-24958	173	1	8)	8)	NUM
brj-24958	173	2	with	with	ADP
brj-24958	173	3	a	a	DET
brj-24958	173	4	full	full	ADJ
brj-24958	173	5	integration	integration	NOUN
brj-24958	173	6	scheme	scheme	NOUN
brj-24958	173	7	to	to	PART
brj-24958	173	8	ensure	ensure	VERB
brj-24958	173	9	precise	precise	ADJ
brj-24958	173	10	stress	stress	NOUN
brj-24958	173	11	and	and	CCONJ
brj-24958	173	12	strain	strain	NOUN
brj-24958	173	13	calculations	calculation	NOUN
brj-24958	173	14	.	.	PUNCT
brj-24958	174	1	the	the	DET
brj-24958	174	2	reinforcement	reinforcement	NOUN
brj-24958	174	3	bar	bar	NOUN
brj-24958	174	4	was	be	AUX
brj-24958	174	5	modeled	model	VERB
brj-24958	174	6	using	use	VERB
brj-24958	174	7	‘	'	PUNCT
brj-24958	174	8	beam	beam	NOUN
brj-24958	174	9	’	'	PUNCT
brj-24958	174	10	elements	element	NOUN
brj-24958	174	11	to	to	PART
brj-24958	174	12	accurately	accurately	ADV
brj-24958	174	13	capture	capture	VERB
brj-24958	174	14	its	its	PRON
brj-24958	174	15	ability	ability	NOUN
brj-24958	174	16	to	to	PART
brj-24958	174	17	carry	carry	VERB
brj-24958	174	18	shear	shear	NOUN
brj-24958	174	19	forces	force	NOUN
brj-24958	174	20	and	and	CCONJ
brj-24958	174	21	ensure	ensure	VERB
brj-24958	174	22	proper	proper	ADJ
brj-24958	174	23	load	load	NOUN
brj-24958	174	24	transfer	transfer	NOUN
brj-24958	174	25	within	within	ADP
brj-24958	174	26	the	the	DET
brj-24958	174	27	structure	structure	NOUN
brj-24958	174	28	.	.	PUNCT
brj-24958	175	1	fig	fig	NOUN
brj-24958	175	2	.	.	PUNCT
brj-24958	176	1	8	8	NUM
brj-24958	176	2	.	.	X
brj-24958	176	3	outline	outline	NOUN
brj-24958	176	4	of	of	ADP
brj-24958	176	5	the	the	DET
brj-24958	176	6	fe	fe	PROPN
brj-24958	176	7	mesh	mesh	NOUN
brj-24958	176	8	and	and	CCONJ
brj-24958	176	9	adopted	adopt	VERB
brj-24958	176	10	mesh	mesh	NOUN
brj-24958	176	11	size	size	NOUN
brj-24958	176	12	for	for	ADP
brj-24958	176	13	(	(	PUNCT
brj-24958	176	14	a	a	DET
brj-24958	176	15	)	)	PUNCT
brj-24958	176	16	concrete	concrete	NOUN
brj-24958	176	17	,	,	PUNCT
brj-24958	176	18	(	(	PUNCT
brj-24958	176	19	b	b	NOUN
brj-24958	176	20	)	)	PUNCT
brj-24958	176	21	reinforced	reinforce	VERB
brj-24958	176	22	rebar	rebar	NOUN
brj-24958	176	23	,	,	PUNCT
brj-24958	176	24	(	(	PUNCT
brj-24958	176	25	c	c	X
brj-24958	176	26	)	)	PUNCT
brj-24958	176	27	glt	glt	PROPN
brj-24958	176	28	,	,	PUNCT
brj-24958	176	29	and	and	CCONJ
brj-24958	176	30	(	(	PUNCT
brj-24958	176	31	d	d	X
brj-24958	176	32	)	)	PUNCT
brj-24958	176	33	threaded	thread	VERB
brj-24958	176	34	rod	rod	NOUN
brj-24958	176	35	verification	verification	NOUN
brj-24958	176	36	and	and	CCONJ
brj-24958	176	37	validation	validation	NOUN
brj-24958	176	38	of	of	ADP
brj-24958	176	39	the	the	DET
brj-24958	176	40	fe	fe	PROPN
brj-24958	176	41	model	model	NOUN
brj-24958	176	42	the	the	DET
brj-24958	176	43	fe	fe	PROPN
brj-24958	176	44	model	model	NOUN
brj-24958	176	45	was	be	AUX
brj-24958	176	46	verified	verify	VERB
brj-24958	176	47	and	and	CCONJ
brj-24958	176	48	validated	validate	VERB
brj-24958	176	49	through	through	ADP
brj-24958	176	50	comprehensive	comprehensive	ADJ
brj-24958	176	51	comparisons	comparison	NOUN
brj-24958	176	52	between	between	ADP
brj-24958	176	53	the	the	DET
brj-24958	176	54	simulated	simulate	VERB
brj-24958	176	55	load	load	NOUN
brj-24958	176	56	-	-	PUNCT
brj-24958	176	57	slip	slip	NOUN
brj-24958	176	58	curves	curve	NOUN
brj-24958	176	59	and	and	CCONJ
brj-24958	176	60	the	the	DET
brj-24958	176	61	experimentally	experimentally	ADV
brj-24958	176	62	observed	observe	VERB
brj-24958	176	63	failure	failure	NOUN
brj-24958	176	64	modes	mode	NOUN
brj-24958	176	65	.	.	PUNCT
brj-24958	177	1	for	for	ADP
brj-24958	177	2	the	the	DET
brj-24958	177	3	gl	gl	PROPN
brj-24958	177	4	series	series	PROPN
brj-24958	177	5	specimens	specimen	NOUN
brj-24958	177	6	(	(	PUNCT
brj-24958	177	7	figs	fig	NOUN
brj-24958	177	8	.	.	PUNCT
brj-24958	178	1	9	9	NUM
brj-24958	178	2	(	(	PUNCT
brj-24958	178	3	a)-(c	a)-(c	NUM
brj-24958	178	4	)	)	PUNCT
brj-24958	178	5	)	)	PUNCT
brj-24958	178	6	,	,	PUNCT
brj-24958	178	7	the	the	DET
brj-24958	178	8	fe	fe	PROPN
brj-24958	178	9	model	model	NOUN
brj-24958	178	10	exhibited	exhibit	VERB
brj-24958	178	11	excellent	excellent	ADJ
brj-24958	178	12	agreement	agreement	NOUN
brj-24958	178	13	with	with	ADP
brj-24958	178	14	the	the	DET
brj-24958	178	15	experimental	experimental	ADJ
brj-24958	178	16	results	result	NOUN
brj-24958	178	17	,	,	PUNCT
brj-24958	178	18	effectively	effectively	ADV
brj-24958	178	19	replicating	replicate	VERB
brj-24958	178	20	the	the	DET
brj-24958	178	21	overall	overall	ADJ
brj-24958	178	22	trends	trend	NOUN
brj-24958	178	23	of	of	ADP
brj-24958	178	24	the	the	DET
brj-24958	178	25	load	load	NOUN
brj-24958	178	26	-	-	PUNCT
brj-24958	178	27	slip	slip	NOUN
brj-24958	178	28	behavior	behavior	NOUN
brj-24958	178	29	.	.	PUNCT
brj-24958	179	1	fig	fig	NOUN
brj-24958	179	2	.	.	PUNCT
brj-24958	180	1	9	9	X
brj-24958	180	2	.	.	X
brj-24958	180	3	comparison	comparison	NOUN
brj-24958	180	4	of	of	ADP
brj-24958	180	5	fe	fe	NOUN
brj-24958	180	6	and	and	CCONJ
brj-24958	180	7	test	test	NOUN
brj-24958	180	8	load	load	VERB
brj-24958	180	9	displacement	displacement	ADJ
brj-24958	180	10	curves	curve	NOUN
brj-24958	180	11	of	of	ADP
brj-24958	180	12	connections	connection	NOUN
brj-24958	180	13	peer	peer	NOUN
brj-24958	180	14	-	-	PUNCT
brj-24958	180	15	reviewed	review	VERB
brj-24958	180	16	article	article	NOUN
brj-24958	180	17	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	180	18	yang	yang	PROPN
brj-24958	180	19	et	et	PROPN
brj-24958	180	20	al	al	PROPN
brj-24958	180	21	.	.	PROPN
brj-24958	181	1	(	(	PUNCT
brj-24958	181	2	2025	2025	NUM
brj-24958	181	3	)	)	PUNCT
brj-24958	181	4	.	.	PUNCT
brj-24958	182	1	“	"	PUNCT
brj-24958	182	2	glulam	glulam	NOUN
brj-24958	182	3	-	-	PUNCT
brj-24958	182	4	concrete	concrete	ADJ
brj-24958	182	5	connectors	connector	NOUN
brj-24958	182	6	,	,	PUNCT
brj-24958	182	7	”	"	PUNCT
brj-24958	182	8	bioresources	bioresource	NOUN
brj-24958	182	9	20(4	20(4	NOUN
brj-24958	182	10	)	)	PUNCT
brj-24958	182	11	,	,	PUNCT
brj-24958	182	12	10460	10460	NUM
brj-24958	182	13	-	-	SYM
brj-24958	182	14	10486	10486	NUM
brj-24958	182	15	.	.	PUNCT
brj-24958	182	16	10471	10471	NUM
brj-24958	182	17	during	during	ADP
brj-24958	182	18	the	the	DET
brj-24958	182	19	initial	initial	ADJ
brj-24958	182	20	loading	loading	NOUN
brj-24958	182	21	phase	phase	NOUN
brj-24958	182	22	,	,	PUNCT
brj-24958	182	23	both	both	CCONJ
brj-24958	182	24	the	the	DET
brj-24958	182	25	numerical	numerical	ADJ
brj-24958	182	26	predictions	prediction	NOUN
brj-24958	182	27	and	and	CCONJ
brj-24958	182	28	experimental	experimental	ADJ
brj-24958	182	29	measurements	measurement	NOUN
brj-24958	182	30	demonstrated	demonstrate	VERB
brj-24958	182	31	a	a	DET
brj-24958	182	32	linear	linear	ADJ
brj-24958	182	33	increase	increase	NOUN
brj-24958	182	34	in	in	ADP
brj-24958	182	35	load	load	NOUN
brj-24958	182	36	with	with	ADP
brj-24958	182	37	respect	respect	NOUN
brj-24958	182	38	to	to	PART
brj-24958	182	39	slip	slip	VERB
brj-24958	182	40	displacement	displacement	NOUN
brj-24958	182	41	.	.	PUNCT
brj-24958	183	1	upon	upon	SCONJ
brj-24958	183	2	attainment	attainment	NOUN
brj-24958	183	3	of	of	ADP
brj-24958	183	4	the	the	DET
brj-24958	183	5	peak	peak	NOUN
brj-24958	183	6	load	load	NOUN
brj-24958	183	7	,	,	PUNCT
brj-24958	183	8	the	the	DET
brj-24958	183	9	curves	curve	NOUN
brj-24958	183	10	transitioned	transition	VERB
brj-24958	183	11	into	into	ADP
brj-24958	183	12	a	a	DET
brj-24958	183	13	nonlinear	nonlinear	ADJ
brj-24958	183	14	softening	soften	VERB
brj-24958	183	15	phase	phase	NOUN
brj-24958	183	16	,	,	PUNCT
brj-24958	183	17	which	which	PRON
brj-24958	183	18	was	be	AUX
brj-24958	183	19	accurately	accurately	ADV
brj-24958	183	20	captured	capture	VERB
brj-24958	183	21	by	by	ADP
brj-24958	183	22	the	the	DET
brj-24958	183	23	fe	fe	PROPN
brj-24958	183	24	model	model	NOUN
brj-24958	183	25	.	.	PUNCT
brj-24958	184	1	nevertheless	nevertheless	ADV
brj-24958	184	2	,	,	PUNCT
brj-24958	184	3	minor	minor	ADJ
brj-24958	184	4	discrepancies	discrepancy	NOUN
brj-24958	184	5	were	be	AUX
brj-24958	184	6	noted	note	VERB
brj-24958	184	7	in	in	ADP
brj-24958	184	8	the	the	DET
brj-24958	184	9	post	post	ADJ
brj-24958	184	10	-	-	ADJ
brj-24958	184	11	peak	peak	ADJ
brj-24958	184	12	region	region	NOUN
brj-24958	184	13	,	,	PUNCT
brj-24958	184	14	which	which	PRON
brj-24958	184	15	may	may	AUX
brj-24958	184	16	be	be	AUX
brj-24958	184	17	attributed	attribute	VERB
brj-24958	184	18	to	to	ADP
brj-24958	184	19	localized	localized	ADJ
brj-24958	184	20	damage	damage	NOUN
brj-24958	184	21	mechanisms	mechanism	NOUN
brj-24958	184	22	such	such	ADJ
brj-24958	184	23	as	as	ADP
brj-24958	184	24	concrete	concrete	ADJ
brj-24958	184	25	crushing	crushing	NOUN
brj-24958	184	26	and	and	CCONJ
brj-24958	184	27	steel	steel	NOUN
brj-24958	184	28	yielding	yield	VERB
brj-24958	184	29	at	at	ADP
brj-24958	184	30	the	the	DET
brj-24958	184	31	interfaces	interface	NOUN
brj-24958	184	32	—	—	PUNCT
brj-24958	184	33	phenomena	phenomenon	NOUN
brj-24958	184	34	that	that	PRON
brj-24958	184	35	might	might	AUX
brj-24958	184	36	not	not	PART
brj-24958	184	37	be	be	AUX
brj-24958	184	38	fully	fully	ADV
brj-24958	184	39	accounted	account	VERB
brj-24958	184	40	for	for	ADP
brj-24958	184	41	in	in	ADP
brj-24958	184	42	the	the	DET
brj-24958	184	43	current	current	ADJ
brj-24958	184	44	fe	fe	PROPN
brj-24958	184	45	simulation	simulation	NOUN
brj-24958	184	46	.	.	PUNCT
brj-24958	185	1	similarly	similarly	ADV
brj-24958	185	2	,	,	PUNCT
brj-24958	185	3	for	for	ADP
brj-24958	185	4	the	the	DET
brj-24958	185	5	rg	rg	PROPN
brj-24958	185	6	series	series	PROPN
brj-24958	185	7	specimens	specimen	NOUN
brj-24958	185	8	(	(	PUNCT
brj-24958	185	9	figs	fig	NOUN
brj-24958	185	10	.	.	PUNCT
brj-24958	186	1	9	9	NUM
brj-24958	186	2	(	(	PUNCT
brj-24958	186	3	d)-(f	d)-(f	PROPN
brj-24958	186	4	)	)	PUNCT
brj-24958	186	5	)	)	PUNCT
brj-24958	186	6	,	,	PUNCT
brj-24958	186	7	the	the	DET
brj-24958	186	8	fe	fe	PROPN
brj-24958	186	9	model	model	NOUN
brj-24958	186	10	demonstrated	demonstrate	VERB
brj-24958	186	11	good	good	ADJ
brj-24958	186	12	agreement	agreement	NOUN
brj-24958	186	13	with	with	ADP
brj-24958	186	14	the	the	DET
brj-24958	186	15	experimental	experimental	ADJ
brj-24958	186	16	data	datum	NOUN
brj-24958	186	17	.	.	PUNCT
brj-24958	187	1	the	the	DET
brj-24958	187	2	simulated	simulate	VERB
brj-24958	187	3	load	load	NOUN
brj-24958	187	4	-	-	PUNCT
brj-24958	187	5	slip	slip	NOUN
brj-24958	187	6	curves	curve	NOUN
brj-24958	187	7	exhibited	exhibit	VERB
brj-24958	187	8	a	a	DET
brj-24958	187	9	linear	linear	ADJ
brj-24958	187	10	elastic	elastic	ADJ
brj-24958	187	11	phase	phase	NOUN
brj-24958	187	12	followed	follow	VERB
brj-24958	187	13	by	by	ADP
brj-24958	187	14	a	a	DET
brj-24958	187	15	nonlinear	nonlinear	ADJ
brj-24958	187	16	softening	soften	VERB
brj-24958	187	17	phase	phase	NOUN
brj-24958	187	18	,	,	PUNCT
brj-24958	187	19	closely	closely	ADV
brj-24958	187	20	matching	match	VERB
brj-24958	187	21	the	the	DET
brj-24958	187	22	experimental	experimental	ADJ
brj-24958	187	23	observations	observation	NOUN
brj-24958	187	24	.	.	PUNCT
brj-24958	188	1	the	the	DET
brj-24958	188	2	observed	observe	VERB
brj-24958	188	3	deviations	deviation	NOUN
brj-24958	188	4	in	in	ADP
brj-24958	188	5	the	the	DET
brj-24958	188	6	post	post	ADJ
brj-24958	188	7	-	-	ADJ
brj-24958	188	8	peak	peak	ADJ
brj-24958	188	9	load	load	NOUN
brj-24958	188	10	softening	soften	VERB
brj-24958	188	11	behavior	behavior	NOUN
brj-24958	188	12	can	can	AUX
brj-24958	188	13	be	be	AUX
brj-24958	188	14	attributed	attribute	VERB
brj-24958	188	15	to	to	ADP
brj-24958	188	16	the	the	DET
brj-24958	188	17	intricate	intricate	ADJ
brj-24958	188	18	interaction	interaction	NOUN
brj-24958	188	19	between	between	ADP
brj-24958	188	20	steel	steel	NOUN
brj-24958	188	21	and	and	CCONJ
brj-24958	188	22	concrete	concrete	ADJ
brj-24958	188	23	components	component	NOUN
brj-24958	188	24	,	,	PUNCT
brj-24958	188	25	as	as	ADV
brj-24958	188	26	well	well	ADV
brj-24958	188	27	as	as	ADP
brj-24958	188	28	the	the	DET
brj-24958	188	29	inherent	inherent	ADJ
brj-24958	188	30	simplifications	simplification	NOUN
brj-24958	188	31	in	in	ADP
brj-24958	188	32	modeling	model	VERB
brj-24958	188	33	the	the	DET
brj-24958	188	34	bond	bond	NOUN
brj-24958	188	35	-	-	PUNCT
brj-24958	188	36	slip	slip	NOUN
brj-24958	188	37	behavior	behavior	NOUN
brj-24958	188	38	within	within	ADP
brj-24958	188	39	the	the	DET
brj-24958	188	40	fe	fe	NOUN
brj-24958	188	41	framework	framework	NOUN
brj-24958	188	42	.	.	PUNCT
brj-24958	189	1	the	the	DET
brj-24958	189	2	more	more	ADV
brj-24958	189	3	specific	specific	ADJ
brj-24958	189	4	test	test	NOUN
brj-24958	189	5	data	datum	NOUN
brj-24958	189	6	can	can	AUX
brj-24958	189	7	be	be	AUX
brj-24958	189	8	found	find	VERB
brj-24958	189	9	in	in	ADP
brj-24958	189	10	the	the	DET
brj-24958	189	11	appendix	appendix	NOUN
brj-24958	189	12	.	.	PUNCT
brj-24958	190	1	the	the	DET
brj-24958	190	2	failure	failure	NOUN
brj-24958	190	3	modes	mode	NOUN
brj-24958	190	4	observed	observe	VERB
brj-24958	190	5	in	in	ADP
brj-24958	190	6	the	the	DET
brj-24958	190	7	experimental	experimental	ADJ
brj-24958	190	8	tests	test	NOUN
brj-24958	190	9	were	be	AUX
brj-24958	190	10	also	also	ADV
brj-24958	190	11	compared	compare	VERB
brj-24958	190	12	with	with	ADP
brj-24958	190	13	the	the	DET
brj-24958	190	14	fe	fe	NOUN
brj-24958	190	15	results	result	NOUN
brj-24958	190	16	.	.	PUNCT
brj-24958	191	1	figure	figure	VERB
brj-24958	191	2	10	10	NUM
brj-24958	191	3	depicts	depict	VERB
brj-24958	191	4	the	the	DET
brj-24958	191	5	distribution	distribution	NOUN
brj-24958	191	6	of	of	ADP
brj-24958	191	7	force	force	NOUN
brj-24958	191	8	and	and	CCONJ
brj-24958	191	9	deformation	deformation	NOUN
brj-24958	191	10	within	within	ADP
brj-24958	191	11	the	the	DET
brj-24958	191	12	specimens	specimen	NOUN
brj-24958	191	13	during	during	ADP
brj-24958	191	14	both	both	DET
brj-24958	191	15	testing	testing	NOUN
brj-24958	191	16	and	and	CCONJ
brj-24958	191	17	simulation	simulation	NOUN
brj-24958	191	18	,	,	PUNCT
brj-24958	191	19	providing	provide	VERB
brj-24958	191	20	a	a	DET
brj-24958	191	21	comprehensive	comprehensive	ADJ
brj-24958	191	22	visualization	visualization	NOUN
brj-24958	191	23	of	of	ADP
brj-24958	191	24	their	their	PRON
brj-24958	191	25	behavior	behavior	NOUN
brj-24958	191	26	.	.	PUNCT
brj-24958	192	1	fig	fig	NOUN
brj-24958	192	2	.	.	PUNCT
brj-24958	193	1	10	10	NUM
brj-24958	193	2	.	.	PUNCT
brj-24958	194	1	comparison	comparison	NOUN
brj-24958	194	2	of	of	ADP
brj-24958	194	3	finite	finite	ADJ
brj-24958	194	4	element	element	NOUN
brj-24958	194	5	and	and	CCONJ
brj-24958	194	6	experimental	experimental	ADJ
brj-24958	194	7	damage	damage	NOUN
brj-24958	194	8	patterns	pattern	NOUN
brj-24958	194	9	the	the	DET
brj-24958	194	10	experimental	experimental	ADJ
brj-24958	194	11	images	image	NOUN
brj-24958	194	12	capture	capture	VERB
brj-24958	194	13	the	the	DET
brj-24958	194	14	actual	actual	ADJ
brj-24958	194	15	deformation	deformation	NOUN
brj-24958	194	16	patterns	pattern	NOUN
brj-24958	194	17	and	and	CCONJ
brj-24958	194	18	typical	typical	ADJ
brj-24958	194	19	failure	failure	NOUN
brj-24958	194	20	mechanisms	mechanism	NOUN
brj-24958	194	21	,	,	PUNCT
brj-24958	194	22	such	such	ADJ
brj-24958	194	23	as	as	ADP
brj-24958	194	24	cracking	cracking	NOUN
brj-24958	194	25	of	of	ADP
brj-24958	194	26	the	the	DET
brj-24958	194	27	concrete	concrete	NOUN
brj-24958	194	28	and	and	CCONJ
brj-24958	194	29	yielding	yield	VERB
brj-24958	194	30	of	of	ADP
brj-24958	194	31	the	the	DET
brj-24958	194	32	gir	gir	PROPN
brj-24958	194	33	.	.	PUNCT
brj-24958	195	1	the	the	DET
brj-24958	195	2	fe	fe	PROPN
brj-24958	195	3	simulation	simulation	NOUN
brj-24958	195	4	results	result	NOUN
brj-24958	195	5	,	,	PUNCT
brj-24958	195	6	represented	represent	VERB
brj-24958	195	7	by	by	ADP
brj-24958	195	8	stress	stress	NOUN
brj-24958	195	9	and	and	CCONJ
brj-24958	195	10	strain	strain	NOUN
brj-24958	195	11	distributions	distribution	NOUN
brj-24958	195	12	,	,	PUNCT
brj-24958	195	13	reveal	reveal	VERB
brj-24958	195	14	similar	similar	ADJ
brj-24958	195	15	failure	failure	NOUN
brj-24958	195	16	patterns	pattern	NOUN
brj-24958	195	17	,	,	PUNCT
brj-24958	195	18	demonstrating	demonstrate	VERB
brj-24958	195	19	that	that	SCONJ
brj-24958	195	20	the	the	DET
brj-24958	195	21	model	model	NOUN
brj-24958	195	22	accurately	accurately	ADV
brj-24958	195	23	replicated	replicate	VERB
brj-24958	195	24	the	the	DET
brj-24958	195	25	load	load	NOUN
brj-24958	195	26	transfer	transfer	NOUN
brj-24958	195	27	mechanisms	mechanism	NOUN
brj-24958	195	28	and	and	CCONJ
brj-24958	195	29	failure	failure	NOUN
brj-24958	195	30	processes	process	NOUN
brj-24958	195	31	within	within	ADP
brj-24958	195	32	the	the	DET
brj-24958	195	33	specimens	specimen	NOUN
brj-24958	195	34	.	.	PUNCT
brj-24958	196	1	the	the	DET
brj-24958	196	2	validation	validation	NOUN
brj-24958	196	3	results	result	NOUN
brj-24958	196	4	underscored	underscore	VERB
brj-24958	196	5	that	that	SCONJ
brj-24958	196	6	the	the	DET
brj-24958	196	7	fe	fe	PROPN
brj-24958	196	8	model	model	NOUN
brj-24958	196	9	is	be	AUX
brj-24958	196	10	capable	capable	ADJ
brj-24958	196	11	of	of	ADP
brj-24958	196	12	reliably	reliably	ADV
brj-24958	196	13	predicting	predict	VERB
brj-24958	196	14	the	the	DET
brj-24958	196	15	load	load	NOUN
brj-24958	196	16	-	-	PUNCT
brj-24958	196	17	bearing	bear	VERB
brj-24958	196	18	capacity	capacity	NOUN
brj-24958	196	19	and	and	CCONJ
brj-24958	196	20	deformation	deformation	NOUN
brj-24958	196	21	peer	peer	NOUN
brj-24958	196	22	-	-	PUNCT
brj-24958	196	23	reviewed	review	VERB
brj-24958	196	24	article	article	NOUN
brj-24958	196	25	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	196	26	yang	yang	PROPN
brj-24958	196	27	et	et	PROPN
brj-24958	196	28	al	al	PROPN
brj-24958	196	29	.	.	PROPN
brj-24958	197	1	(	(	PUNCT
brj-24958	197	2	2025	2025	NUM
brj-24958	197	3	)	)	PUNCT
brj-24958	197	4	.	.	PUNCT
brj-24958	198	1	“	"	PUNCT
brj-24958	198	2	glulam	glulam	NOUN
brj-24958	198	3	-	-	PUNCT
brj-24958	198	4	concrete	concrete	ADJ
brj-24958	198	5	connectors	connector	NOUN
brj-24958	198	6	,	,	PUNCT
brj-24958	198	7	”	"	PUNCT
brj-24958	198	8	bioresources	bioresource	NOUN
brj-24958	198	9	20(4	20(4	NOUN
brj-24958	198	10	)	)	PUNCT
brj-24958	198	11	,	,	PUNCT
brj-24958	198	12	10460	10460	NUM
brj-24958	198	13	-	-	SYM
brj-24958	198	14	10486	10486	NUM
brj-24958	198	15	.	.	PUNCT
brj-24958	199	1	10472	10472	NUM
brj-24958	199	2	characteristics	characteristic	NOUN
brj-24958	199	3	of	of	ADP
brj-24958	199	4	tcc	tcc	PROPN
brj-24958	199	5	specimens	specimen	NOUN
brj-24958	199	6	,	,	PUNCT
brj-24958	199	7	with	with	ADP
brj-24958	199	8	only	only	ADJ
brj-24958	199	9	minor	minor	ADJ
brj-24958	199	10	deviations	deviation	NOUN
brj-24958	199	11	observed	observe	VERB
brj-24958	199	12	in	in	ADP
brj-24958	199	13	the	the	DET
brj-24958	199	14	post	post	ADJ
brj-24958	199	15	-	-	ADJ
brj-24958	199	16	peak	peak	ADJ
brj-24958	199	17	response	response	NOUN
brj-24958	199	18	phase	phase	NOUN
brj-24958	199	19	.	.	PUNCT
brj-24958	200	1	these	these	DET
brj-24958	200	2	findings	finding	NOUN
brj-24958	200	3	affirm	affirm	VERB
brj-24958	200	4	the	the	DET
brj-24958	200	5	suitability	suitability	NOUN
brj-24958	200	6	of	of	ADP
brj-24958	200	7	the	the	DET
brj-24958	200	8	fe	fe	PROPN
brj-24958	200	9	model	model	NOUN
brj-24958	200	10	for	for	ADP
brj-24958	200	11	future	future	ADJ
brj-24958	200	12	analyses	analysis	NOUN
brj-24958	200	13	,	,	PUNCT
brj-24958	200	14	including	include	VERB
brj-24958	200	15	the	the	DET
brj-24958	200	16	design	design	NOUN
brj-24958	200	17	and	and	CCONJ
brj-24958	200	18	optimization	optimization	NOUN
brj-24958	200	19	of	of	ADP
brj-24958	200	20	tcc	tcc	PROPN
brj-24958	200	21	connections	connection	NOUN
brj-24958	200	22	.	.	PUNCT
brj-24958	201	1	parametric	parametric	ADJ
brj-24958	201	2	study	study	NOUN
brj-24958	201	3	and	and	CCONJ
brj-24958	201	4	discussion	discussion	NOUN
brj-24958	201	5	a	a	DET
brj-24958	201	6	parametric	parametric	ADJ
brj-24958	201	7	analysis	analysis	NOUN
brj-24958	201	8	of	of	ADP
brj-24958	201	9	the	the	DET
brj-24958	201	10	tcc	tcc	PROPN
brj-24958	201	11	connectors	connector	NOUN
brj-24958	201	12	was	be	AUX
brj-24958	201	13	conducted	conduct	VERB
brj-24958	201	14	to	to	PART
brj-24958	201	15	identify	identify	VERB
brj-24958	201	16	the	the	DET
brj-24958	201	17	most	most	ADV
brj-24958	201	18	sensitive	sensitive	ADJ
brj-24958	201	19	parameters	parameter	NOUN
brj-24958	201	20	,	,	PUNCT
brj-24958	201	21	based	base	VERB
brj-24958	201	22	on	on	ADP
brj-24958	201	23	the	the	DET
brj-24958	201	24	validated	validate	VERB
brj-24958	201	25	model	model	NOUN
brj-24958	201	26	.	.	PUNCT
brj-24958	202	1	the	the	DET
brj-24958	202	2	gl	gl	PROPN
brj-24958	202	3	series	series	PROPN
brj-24958	202	4	examined	examine	VERB
brj-24958	202	5	variations	variation	NOUN
brj-24958	202	6	in	in	ADP
brj-24958	202	7	the	the	DET
brj-24958	202	8	threaded	thread	VERB
brj-24958	202	9	rod	rod	NOUN
brj-24958	202	10	diameter	diameter	NOUN
brj-24958	202	11	and	and	CCONJ
brj-24958	202	12	length	length	NOUN
brj-24958	202	13	to	to	PART
brj-24958	202	14	facilitate	facilitate	VERB
brj-24958	202	15	parametric	parametric	ADJ
brj-24958	202	16	extension	extension	NOUN
brj-24958	202	17	and	and	CCONJ
brj-24958	202	18	address	address	VERB
brj-24958	202	19	the	the	DET
brj-24958	202	20	differences	difference	NOUN
brj-24958	202	21	within	within	ADP
brj-24958	202	22	the	the	DET
brj-24958	202	23	experimental	experimental	ADJ
brj-24958	202	24	parameters	parameter	NOUN
brj-24958	202	25	.	.	PUNCT
brj-24958	203	1	conversely	conversely	ADV
brj-24958	203	2	,	,	PUNCT
brj-24958	203	3	the	the	DET
brj-24958	203	4	rg	rg	PROPN
brj-24958	203	5	series	series	PROPN
brj-24958	203	6	focused	focus	VERB
brj-24958	203	7	on	on	ADP
brj-24958	203	8	the	the	DET
brj-24958	203	9	length	length	NOUN
brj-24958	203	10	for	for	ADP
brj-24958	203	11	similar	similar	ADJ
brj-24958	203	12	parametric	parametric	ADJ
brj-24958	203	13	expansion	expansion	NOUN
brj-24958	203	14	to	to	PART
brj-24958	203	15	bridge	bridge	VERB
brj-24958	203	16	the	the	DET
brj-24958	203	17	gaps	gap	NOUN
brj-24958	203	18	observed	observe	VERB
brj-24958	203	19	in	in	ADP
brj-24958	203	20	the	the	DET
brj-24958	203	21	experimental	experimental	ADJ
brj-24958	203	22	data	datum	NOUN
brj-24958	203	23	.	.	PUNCT
brj-24958	204	1	the	the	DET
brj-24958	204	2	parameters	parameter	NOUN
brj-24958	204	3	and	and	CCONJ
brj-24958	204	4	the	the	DET
brj-24958	204	5	outcomes	outcome	NOUN
brj-24958	204	6	of	of	ADP
brj-24958	204	7	the	the	DET
brj-24958	204	8	fe	fe	NOUN
brj-24958	204	9	analysis	analysis	NOUN
brj-24958	204	10	are	be	AUX
brj-24958	204	11	summarized	summarize	VERB
brj-24958	204	12	in	in	ADP
brj-24958	204	13	table	table	NOUN
brj-24958	204	14	7	7	NUM
brj-24958	204	15	.	.	PUNCT
brj-24958	204	16	table	table	NOUN
brj-24958	204	17	7	7	NUM
brj-24958	204	18	shows	show	VERB
brj-24958	204	19	the	the	DET
brj-24958	204	20	fe	fe	PROPN
brj-24958	204	21	analyses	analysis	NOUN
brj-24958	204	22	,	,	PUNCT
brj-24958	204	23	specifically	specifically	ADV
brj-24958	204	24	reporting	report	VERB
brj-24958	204	25	the	the	DET
brj-24958	204	26	ultimate	ultimate	ADJ
brj-24958	204	27	shear	shear	NOUN
brj-24958	204	28	capacity	capacity	NOUN
brj-24958	204	29	,	,	PUNCT
brj-24958	204	30	yield	yield	NOUN
brj-24958	204	31	capacity	capacity	NOUN
brj-24958	204	32	,	,	PUNCT
brj-24958	204	33	and	and	CCONJ
brj-24958	204	34	ductility	ductility	NOUN
brj-24958	204	35	factor	factor	NOUN
brj-24958	204	36	.	.	PUNCT
brj-24958	205	1	table	table	NOUN
brj-24958	205	2	7	7	NUM
brj-24958	205	3	.	.	PUNCT
brj-24958	206	1	finite	finite	PROPN
brj-24958	206	2	element	element	NOUN
brj-24958	206	3	analysis	analysis	NOUN
brj-24958	206	4	results	result	NOUN
brj-24958	206	5	from	from	ADP
brj-24958	206	6	parameter	parameter	NOUN
brj-24958	206	7	analysis	analysis	NOUN
brj-24958	206	8	specimen	speciman	NOUN
brj-24958	206	9	fmax	fmax	PROPN
brj-24958	206	10	(	(	PUNCT
brj-24958	206	11	kn	kn	PROPN
brj-24958	206	12	)	)	PUNCT
brj-24958	206	13	δu	δu	X
brj-24958	206	14	(	(	PUNCT
brj-24958	206	15	mm	mm	INTJ
brj-24958	206	16	)	)	PUNCT
brj-24958	206	17	fy	fy	PROPN
brj-24958	206	18	(	(	PUNCT
brj-24958	206	19	kn	kn	PROPN
brj-24958	206	20	)	)	PUNCT
brj-24958	206	21	δy	δy	PROPN
brj-24958	206	22	(	(	PUNCT
brj-24958	206	23	mm	mm	INTJ
brj-24958	206	24	)	)	PUNCT
brj-24958	206	25	k	k	PROPN
brj-24958	206	26	(	(	PUNCT
brj-24958	206	27	kn	kn	PROPN
brj-24958	206	28	/	/	SYM
brj-24958	206	29	mm	mm	PROPN
brj-24958	206	30	)	)	PUNCT
brj-24958	206	31	η	η	PROPN
brj-24958	207	1	gl10	gl10	PROPN
brj-24958	207	2	-	-	PUNCT
brj-24958	207	3	150	150	NUM
brj-24958	207	4	75.3	75.3	NUM
brj-24958	207	5	18.1	18.1	NUM
brj-24958	207	6	36.6	36.6	NUM
brj-24958	207	7	2.5	2.5	NUM
brj-24958	207	8	29.8	29.8	NUM
brj-24958	207	9	8.8	8.8	NUM
brj-24958	207	10	gl10	gl10	NOUN
brj-24958	207	11	-	-	PUNCT
brj-24958	207	12	170	170	NUM
brj-24958	207	13	83.7	83.7	NUM
brj-24958	207	14	20.8	20.8	NUM
brj-24958	207	15	38.3	38.3	NUM
brj-24958	207	16	3.1	3.1	NUM
brj-24958	207	17	16.2	16.2	NUM
brj-24958	207	18	7.6	7.6	NUM
brj-24958	207	19	gl10	gl10	NOUN
brj-24958	207	20	-	-	PUNCT
brj-24958	207	21	190	190	NUM
brj-24958	207	22	85.5	85.5	NUM
brj-24958	207	23	23.2	23.2	NUM
brj-24958	207	24	38.7	38.7	NUM
brj-24958	207	25	3.2	3.2	NUM
brj-24958	207	26	15.0	15.0	NUM
brj-24958	207	27	8.0	8.0	NUM
brj-24958	207	28	gl10	gl10	NOUN
brj-24958	207	29	-	-	PUNCT
brj-24958	207	30	210	210	NUM
brj-24958	207	31	89.3	89.3	NUM
brj-24958	207	32	24.9	24.9	NUM
brj-24958	207	33	39.4	39.4	NUM
brj-24958	207	34	3.5	3.5	NUM
brj-24958	207	35	12.8	12.8	NUM
brj-24958	207	36	8.0	8.0	NUM
brj-24958	207	37	gl12	gl12	PROPN
brj-24958	207	38	-	-	PUNCT
brj-24958	207	39	150	150	NUM
brj-24958	207	40	75.2	75.2	NUM
brj-24958	207	41	26.8	26.8	NUM
brj-24958	207	42	38.3	38.3	NUM
brj-24958	207	43	3.2	3.2	NUM
brj-24958	207	44	24.5	24.5	NUM
brj-24958	207	45	8.3	8.3	NUM
brj-24958	207	46	gl12	gl12	PROPN
brj-24958	207	47	-	-	PUNCT
brj-24958	207	48	170	170	NUM
brj-24958	207	49	80.3	80.3	NUM
brj-24958	207	50	27.7	27.7	NUM
brj-24958	207	51	37.4	37.4	NUM
brj-24958	207	52	2.6	2.6	NUM
brj-24958	207	53	21.0	21.0	NUM
brj-24958	207	54	10.5	10.5	NUM
brj-24958	207	55	gl12	gl12	PROPN
brj-24958	207	56	-	-	PUNCT
brj-24958	207	57	190	190	NUM
brj-24958	207	58	82.2	82.2	NUM
brj-24958	207	59	28.2	28.2	NUM
brj-24958	207	60	39.6	39.6	NUM
brj-24958	207	61	3.7	3.7	NUM
brj-24958	207	62	19.7	19.7	NUM
brj-24958	207	63	7.5	7.5	NUM
brj-24958	207	64	gl12	gl12	PROPN
brj-24958	207	65	-	-	PUNCT
brj-24958	207	66	210	210	NUM
brj-24958	207	67	85.6	85.6	NUM
brj-24958	207	68	28.2	28.2	NUM
brj-24958	207	69	40.5	40.5	NUM
brj-24958	207	70	4.1	4.1	NUM
brj-24958	207	71	15.8	15.8	NUM
brj-24958	207	72	6.7	6.7	NUM
brj-24958	207	73	gl16	gl16	PROPN
brj-24958	207	74	-	-	NUM
brj-24958	207	75	150	150	NUM
brj-24958	207	76	130.9	130.9	NUM
brj-24958	207	77	29.8	29.8	NUM
brj-24958	207	78	75.6	75.6	NUM
brj-24958	207	79	3.5	3.5	NUM
brj-24958	207	80	45.7	45.7	NUM
brj-24958	207	81	8.3	8.3	NUM
brj-24958	207	82	gl16	gl16	PROPN
brj-24958	207	83	-	-	PUNCT
brj-24958	207	84	170	170	NUM
brj-24958	207	85	136.7	136.7	NUM
brj-24958	207	86	29.9	29.9	NUM
brj-24958	207	87	76.8	76.8	NUM
brj-24958	207	88	3.8	3.8	NUM
brj-24958	207	89	43.6	43.6	NUM
brj-24958	207	90	7.8	7.8	NUM
brj-24958	207	91	gl16	gl16	PROPN
brj-24958	207	92	-	-	PUNCT
brj-24958	207	93	190	190	NUM
brj-24958	207	94	142.5	142.5	NUM
brj-24958	207	95	31.2	31.2	NUM
brj-24958	207	96	77.8	77.8	NUM
brj-24958	207	97	4.0	4.0	NUM
brj-24958	207	98	41.2	41.2	NUM
brj-24958	207	99	7.8	7.8	NUM
brj-24958	207	100	gl16	gl16	PROPN
brj-24958	207	101	-	-	PUNCT
brj-24958	207	102	210	210	NUM
brj-24958	207	103	148.9	148.9	NUM
brj-24958	207	104	32.2	32.2	NUM
brj-24958	207	105	79.1	79.1	NUM
brj-24958	207	106	4.4	4.4	NUM
brj-24958	207	107	41.2	41.2	NUM
brj-24958	207	108	7.2	7.2	NUM
brj-24958	207	109	rg12	rg12	PROPN
brj-24958	207	110	-	-	PUNCT
brj-24958	207	111	50	50	NUM
brj-24958	207	112	-	-	SYM
brj-24958	207	113	150	150	NUM
brj-24958	207	114	123.6	123.6	NUM
brj-24958	207	115	1.68	1.68	NUM
brj-24958	207	116	113.1	113.1	NUM
brj-24958	207	117	1.0	1.0	NUM
brj-24958	207	118	140.1	140.1	NUM
brj-24958	207	119	1.6	1.6	NUM
brj-24958	207	120	rg12	rg12	PROPN
brj-24958	207	121	-	-	PUNCT
brj-24958	207	122	50	50	NUM
brj-24958	207	123	-	-	SYM
brj-24958	207	124	170	170	NUM
brj-24958	207	125	121.9	121.9	NUM
brj-24958	207	126	2.0	2.0	NUM
brj-24958	207	127	111.9	111.9	NUM
brj-24958	207	128	1.0	1.0	NUM
brj-24958	207	129	140.0	140.0	NUM
brj-24958	207	130	1.9	1.9	NUM
brj-24958	207	131	rg12	rg12	PROPN
brj-24958	207	132	-	-	PUNCT
brj-24958	207	133	50	50	NUM
brj-24958	207	134	-	-	SYM
brj-24958	207	135	190	190	NUM
brj-24958	207	136	123.7	123.7	NUM
brj-24958	207	137	1.6	1.6	NUM
brj-24958	207	138	113.1	113.1	NUM
brj-24958	207	139	1.0	1.0	NUM
brj-24958	207	140	140.0	140.0	NUM
brj-24958	207	141	1.6	1.6	NUM
brj-24958	207	142	rg12	rg12	PROPN
brj-24958	207	143	-	-	PUNCT
brj-24958	207	144	50	50	NUM
brj-24958	207	145	-	-	SYM
brj-24958	207	146	210	210	NUM
brj-24958	207	147	123.7	123.7	NUM
brj-24958	207	148	1.6	1.6	NUM
brj-24958	207	149	113.2	113.2	NUM
brj-24958	207	150	1.0	1.0	NUM
brj-24958	207	151	140.0	140.0	NUM
brj-24958	207	152	1.6	1.6	NUM
brj-24958	207	153	rg12	rg12	PROPN
brj-24958	207	154	-	-	PUNCT
brj-24958	207	155	100	100	NUM
brj-24958	207	156	-	-	SYM
brj-24958	207	157	150	150	NUM
brj-24958	207	158	295.5	295.5	NUM
brj-24958	207	159	1.8	1.8	NUM
brj-24958	207	160	263.0	263.0	NUM
brj-24958	207	161	0.8	0.8	NUM
brj-24958	207	162	395.4	395.4	NUM
brj-24958	207	163	2.0	2.0	NUM
brj-24958	207	164	rg12	rg12	PROPN
brj-24958	207	165	-	-	PUNCT
brj-24958	207	166	100	100	NUM
brj-24958	207	167	-	-	SYM
brj-24958	207	168	170	170	NUM
brj-24958	207	169	255.7	255.7	NUM
brj-24958	207	170	1.9	1.9	NUM
brj-24958	207	171	227.5	227.5	NUM
brj-24958	207	172	0.9	0.9	NUM
brj-24958	207	173	333.9	333.9	NUM
brj-24958	207	174	2.1	2.1	NUM
brj-24958	207	175	rg12	rg12	PROPN
brj-24958	207	176	-	-	PUNCT
brj-24958	207	177	100	100	NUM
brj-24958	207	178	-	-	SYM
brj-24958	207	179	190	190	NUM
brj-24958	207	180	223.1	223.1	NUM
brj-24958	207	181	2.1	2.1	NUM
brj-24958	207	182	199.7	199.7	NUM
brj-24958	207	183	1.0	1.0	NUM
brj-24958	207	184	262.0	262.0	NUM
brj-24958	207	185	2.0	2.0	NUM
brj-24958	207	186	rg12	rg12	PROPN
brj-24958	207	187	-	-	PUNCT
brj-24958	207	188	100	100	NUM
brj-24958	207	189	-	-	SYM
brj-24958	207	190	210	210	NUM
brj-24958	207	191	194.0	194.0	NUM
brj-24958	207	192	2.1	2.1	NUM
brj-24958	207	193	174.4	174.4	NUM
brj-24958	207	194	1.0	1.0	NUM
brj-24958	207	195	209.4	209.4	NUM
brj-24958	207	196	1.9	1.9	NUM
brj-24958	207	197	rg12	rg12	PROPN
brj-24958	207	198	-	-	PUNCT
brj-24958	207	199	150	150	NUM
brj-24958	207	200	-	-	SYM
brj-24958	207	201	150	150	NUM
brj-24958	207	202	299.0	299.0	NUM
brj-24958	207	203	2.2	2.2	NUM
brj-24958	207	204	263.8	263.8	NUM
brj-24958	207	205	1.0	1.0	NUM
brj-24958	207	206	339.0	339.0	NUM
brj-24958	207	207	2.1	2.1	NUM
brj-24958	207	208	rg12	rg12	PROPN
brj-24958	207	209	-	-	PUNCT
brj-24958	207	210	150	150	NUM
brj-24958	207	211	-	-	SYM
brj-24958	207	212	170	170	NUM
brj-24958	207	213	256.7	256.7	NUM
brj-24958	207	214	2.3	2.3	NUM
brj-24958	207	215	226.6	226.6	NUM
brj-24958	207	216	1.1	1.1	NUM
brj-24958	207	217	267.0	267.0	NUM
brj-24958	207	218	2.0	2.0	NUM
brj-24958	207	219	rg12	rg12	PROPN
brj-24958	207	220	-	-	PUNCT
brj-24958	207	221	150	150	NUM
brj-24958	207	222	-	-	SYM
brj-24958	207	223	190	190	NUM
brj-24958	207	224	222.7	222.7	NUM
brj-24958	207	225	2.4	2.4	NUM
brj-24958	207	226	197.5	197.5	NUM
brj-24958	207	227	1.2	1.2	NUM
brj-24958	207	228	211.1	211.1	NUM
brj-24958	207	229	1.9	1.9	NUM
brj-24958	207	230	rg12	rg12	PROPN
brj-24958	207	231	-	-	PUNCT
brj-24958	207	232	150	150	NUM
brj-24958	207	233	-	-	SYM
brj-24958	207	234	210	210	NUM
brj-24958	207	235	195.6	195.6	NUM
brj-24958	207	236	2.5	2.5	NUM
brj-24958	207	237	174.0	174.0	NUM
brj-24958	207	238	1.3	1.3	NUM
brj-24958	207	239	169.6	169.6	NUM
brj-24958	207	240	1.8	1.8	NUM
brj-24958	207	241	note	note	NOUN
brj-24958	207	242	:	:	PUNCT
brj-24958	207	243	the	the	DET
brj-24958	207	244	label	label	NOUN
brj-24958	207	245	name	name	NOUN
brj-24958	207	246	gl-10	gl-10	NOUN
brj-24958	207	247	-	-	SYM
brj-24958	207	248	150	150	NUM
brj-24958	207	249	refers	refer	NOUN
brj-24958	207	250	to	to	ADP
brj-24958	207	251	gl	gl	PROPN
brj-24958	207	252	series	series	PROPN
brj-24958	207	253	gir	gir	PROPN
brj-24958	207	254	diameter	diameter	NOUN
brj-24958	207	255	gir	gir	PROPN
brj-24958	207	256	length	length	NOUN
brj-24958	207	257	,	,	PUNCT
brj-24958	207	258	and	and	CCONJ
brj-24958	207	259	rg12	rg12	PROPN
brj-24958	207	260	-	-	PUNCT
brj-24958	207	261	100150	100150	NUM
brj-24958	207	262	refers	refer	VERB
brj-24958	207	263	to	to	ADP
brj-24958	207	264	rg	rg	PROPN
brj-24958	207	265	series	series	PROPN
brj-24958	207	266	notch	notch	ADJ
brj-24958	207	267	size	size	NOUN
brj-24958	207	268	gir	gir	VERB
brj-24958	207	269	length	length	NOUN
brj-24958	207	270	.	.	PUNCT
brj-24958	208	1	fmax	fmax	PROPN
brj-24958	208	2	is	be	AUX
brj-24958	208	3	the	the	DET
brj-24958	208	4	ultimate	ultimate	ADJ
brj-24958	208	5	shear	shear	NOUN
brj-24958	208	6	capacity	capacity	NOUN
brj-24958	208	7	,	,	PUNCT
brj-24958	208	8	δu	δu	X
brj-24958	208	9	is	be	AUX
brj-24958	208	10	the	the	DET
brj-24958	208	11	slip	slip	NOUN
brj-24958	208	12	corresponding	correspond	VERB
brj-24958	208	13	to	to	ADP
brj-24958	208	14	ultimate	ultimate	ADJ
brj-24958	208	15	shear	shear	NOUN
brj-24958	208	16	capacity	capacity	NOUN
brj-24958	208	17	,	,	PUNCT
brj-24958	208	18	fy	fy	PROPN
brj-24958	208	19	is	be	AUX
brj-24958	208	20	the	the	DET
brj-24958	208	21	yield	yield	NOUN
brj-24958	208	22	load	load	NOUN
brj-24958	208	23	,	,	PUNCT
brj-24958	208	24	δy	δy	NOUN
brj-24958	208	25	is	be	AUX
brj-24958	208	26	the	the	DET
brj-24958	208	27	slip	slip	NOUN
brj-24958	208	28	corresponding	correspond	VERB
brj-24958	208	29	to	to	ADP
brj-24958	208	30	ultimate	ultimate	ADJ
brj-24958	208	31	shear	shear	NOUN
brj-24958	208	32	capacity	capacity	NOUN
brj-24958	208	33	,	,	PUNCT
brj-24958	208	34	k	k	PROPN
brj-24958	208	35	is	be	AUX
brj-24958	208	36	the	the	DET
brj-24958	208	37	stiffness	stiffness	NOUN
brj-24958	208	38	,	,	PUNCT
brj-24958	208	39	and	and	CCONJ
brj-24958	208	40	η	η	PROPN
brj-24958	208	41	is	be	AUX
brj-24958	208	42	the	the	DET
brj-24958	208	43	ductility	ductility	NOUN
brj-24958	208	44	factor	factor	NOUN
brj-24958	208	45	.	.	PUNCT
brj-24958	209	1	peer	peer	NOUN
brj-24958	209	2	-	-	PUNCT
brj-24958	209	3	reviewed	review	VERB
brj-24958	209	4	article	article	NOUN
brj-24958	209	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	209	6	yang	yang	PROPN
brj-24958	209	7	et	et	PROPN
brj-24958	209	8	al	al	PROPN
brj-24958	209	9	.	.	PROPN
brj-24958	210	1	(	(	PUNCT
brj-24958	210	2	2025	2025	NUM
brj-24958	210	3	)	)	PUNCT
brj-24958	210	4	.	.	PUNCT
brj-24958	211	1	“	"	PUNCT
brj-24958	211	2	glulam	glulam	NOUN
brj-24958	211	3	-	-	PUNCT
brj-24958	211	4	concrete	concrete	ADJ
brj-24958	211	5	connectors	connector	NOUN
brj-24958	211	6	,	,	PUNCT
brj-24958	211	7	”	"	PUNCT
brj-24958	211	8	bioresources	bioresource	NOUN
brj-24958	211	9	20(4	20(4	NOUN
brj-24958	211	10	)	)	PUNCT
brj-24958	211	11	,	,	PUNCT
brj-24958	211	12	10460	10460	NUM
brj-24958	211	13	-	-	SYM
brj-24958	211	14	10486	10486	NUM
brj-24958	211	15	.	.	PUNCT
brj-24958	212	1	10473	10473	NUM
brj-24958	212	2	stiffness	stiffness	NOUN
brj-24958	212	3	calculations	calculation	NOUN
brj-24958	212	4	were	be	AUX
brj-24958	212	5	performed	perform	VERB
brj-24958	212	6	according	accord	VERB
brj-24958	212	7	to	to	ADP
brj-24958	212	8	the	the	DET
brj-24958	212	9	methodology	methodology	NOUN
brj-24958	212	10	outlined	outline	VERB
brj-24958	212	11	in	in	ADP
brj-24958	212	12	en	en	PROPN
brj-24958	212	13	26891(1991	26891(1991	NUM
brj-24958	212	14	)	)	PUNCT
brj-24958	212	15	,	,	PUNCT
brj-24958	212	16	which	which	PRON
brj-24958	212	17	is	be	AUX
brj-24958	212	18	shown	show	VERB
brj-24958	212	19	in	in	ADP
brj-24958	212	20	eq	eq	ADJ
brj-24958	212	21	.	.	PROPN
brj-24958	212	22	3	3	NUM
brj-24958	212	23	,	,	PUNCT
brj-24958	212	24	(	(	PUNCT
brj-24958	212	25	3	3	X
brj-24958	212	26	)	)	PUNCT
brj-24958	212	27	where	where	SCONJ
brj-24958	212	28	δ0.4	δ0.4	NOUN
brj-24958	212	29	and	and	CCONJ
brj-24958	212	30	δ0.1	δ0.1	NOUN
brj-24958	212	31	are	be	AUX
brj-24958	212	32	the	the	DET
brj-24958	212	33	slip	slip	NOUN
brj-24958	212	34	(	(	PUNCT
brj-24958	212	35	pre	pre	ADJ
brj-24958	212	36	-	-	ADJ
brj-24958	212	37	peak	peak	ADJ
brj-24958	212	38	)	)	PUNCT
brj-24958	212	39	corresponding	correspond	VERB
brj-24958	212	40	to	to	ADP
brj-24958	212	41	0.4	0.4	NUM
brj-24958	212	42	fmax	fmax	PROPN
brj-24958	212	43	and	and	CCONJ
brj-24958	212	44	0.1	0.1	NUM
brj-24958	212	45	fmax	fmax	X
brj-24958	212	46	,	,	PUNCT
brj-24958	212	47	respectively	respectively	ADV
brj-24958	212	48	.	.	PUNCT
brj-24958	213	1	the	the	DET
brj-24958	213	2	yield	yield	NOUN
brj-24958	213	3	point	point	NOUN
brj-24958	213	4	was	be	AUX
brj-24958	213	5	identified	identify	VERB
brj-24958	213	6	using	use	VERB
brj-24958	213	7	the	the	DET
brj-24958	213	8	geometrograph	geometrograph	ADJ
brj-24958	213	9	method	method	NOUN
brj-24958	213	10	,	,	PUNCT
brj-24958	213	11	as	as	SCONJ
brj-24958	213	12	visually	visually	ADV
brj-24958	213	13	demonstrated	demonstrate	VERB
brj-24958	213	14	in	in	ADP
brj-24958	213	15	fig	fig	NOUN
brj-24958	213	16	.	.	PUNCT
brj-24958	214	1	11	11	NUM
brj-24958	214	2	.	.	PUNCT
brj-24958	215	1	it	it	PRON
brj-24958	215	2	was	be	AUX
brj-24958	215	3	defined	define	VERB
brj-24958	215	4	as	as	ADP
brj-24958	215	5	the	the	DET
brj-24958	215	6	displacement	displacement	NOUN
brj-24958	215	7	at	at	ADP
brj-24958	215	8	the	the	DET
brj-24958	215	9	loading	loading	NOUN
brj-24958	215	10	point	point	NOUN
brj-24958	215	11	corresponding	correspond	VERB
brj-24958	215	12	to	to	ADP
brj-24958	215	13	the	the	DET
brj-24958	215	14	instance	instance	NOUN
brj-24958	215	15	where	where	SCONJ
brj-24958	215	16	the	the	DET
brj-24958	215	17	declining	decline	VERB
brj-24958	215	18	load	load	NOUN
brj-24958	215	19	reaches	reach	VERB
brj-24958	215	20	85	85	NUM
brj-24958	215	21	%	%	NOUN
brj-24958	215	22	of	of	ADP
brj-24958	215	23	the	the	DET
brj-24958	215	24	peak	peak	NOUN
brj-24958	215	25	ultimate	ultimate	ADJ
brj-24958	215	26	load	load	NOUN
brj-24958	215	27	.	.	PUNCT
brj-24958	216	1	the	the	DET
brj-24958	216	2	ductility	ductility	NOUN
brj-24958	216	3	factor	factor	NOUN
brj-24958	216	4	was	be	AUX
brj-24958	216	5	calculated	calculate	VERB
brj-24958	216	6	as	as	ADP
brj-24958	216	7	the	the	DET
brj-24958	216	8	ratio	ratio	NOUN
brj-24958	216	9	of	of	ADP
brj-24958	216	10	ultimate	ultimate	ADJ
brj-24958	216	11	displacement	displacement	NOUN
brj-24958	216	12	to	to	PART
brj-24958	216	13	yield	yield	VERB
brj-24958	216	14	displacement	displacement	NOUN
brj-24958	216	15	,	,	PUNCT
brj-24958	216	16	as	as	SCONJ
brj-24958	216	17	shown	show	VERB
brj-24958	216	18	in	in	ADP
brj-24958	216	19	eq	eq	ADJ
brj-24958	216	20	.	.	PROPN
brj-24958	216	21	4	4	X
brj-24958	216	22	.	.	X
brj-24958	217	1	(	(	PUNCT
brj-24958	217	2	4	4	X
brj-24958	217	3	)	)	PUNCT
brj-24958	217	4	fig	fig	NOUN
brj-24958	217	5	.	.	PUNCT
brj-24958	218	1	11	11	NUM
brj-24958	218	2	.	.	PUNCT
brj-24958	218	3	geometrograph	geometrograph	NOUN
brj-24958	218	4	method	method	NOUN
brj-24958	218	5	for	for	ADP
brj-24958	218	6	determining	determine	VERB
brj-24958	218	7	the	the	DET
brj-24958	218	8	yield	yield	NOUN
brj-24958	218	9	point	point	NOUN
brj-24958	218	10	gl	gl	PROPN
brj-24958	218	11	series	series	PROPN
brj-24958	218	12	figure	figure	NOUN
brj-24958	218	13	12(a	12(a	NUM
brj-24958	218	14	)	)	PUNCT
brj-24958	218	15	presents	present	VERB
brj-24958	218	16	the	the	DET
brj-24958	218	17	load	load	NOUN
brj-24958	218	18	-	-	PUNCT
brj-24958	218	19	slip	slip	NOUN
brj-24958	218	20	curves	curve	NOUN
brj-24958	218	21	for	for	ADP
brj-24958	218	22	various	various	ADJ
brj-24958	218	23	specimen	speciman	NOUN
brj-24958	218	24	codes	code	NOUN
brj-24958	218	25	of	of	ADP
brj-24958	218	26	gl	gl	PROPN
brj-24958	218	27	series	series	PROPN
brj-24958	218	28	specimens	specimens	PROPN
brj-24958	218	29	.	.	PUNCT
brj-24958	219	1	a	a	DET
brj-24958	219	2	clear	clear	ADJ
brj-24958	219	3	trend	trend	NOUN
brj-24958	219	4	emerges	emerge	VERB
brj-24958	219	5	demonstrating	demonstrate	VERB
brj-24958	219	6	that	that	SCONJ
brj-24958	219	7	an	an	DET
brj-24958	219	8	increase	increase	NOUN
brj-24958	219	9	in	in	ADP
brj-24958	219	10	the	the	DET
brj-24958	219	11	nominal	nominal	ADJ
brj-24958	219	12	diameter	diameter	NOUN
brj-24958	219	13	of	of	ADP
brj-24958	219	14	the	the	DET
brj-24958	219	15	reinforcing	reinforce	VERB
brj-24958	219	16	rod	rod	NOUN
brj-24958	219	17	correlates	correlate	VERB
brj-24958	219	18	with	with	ADP
brj-24958	219	19	enhanced	enhanced	ADJ
brj-24958	219	20	load	load	NOUN
brj-24958	219	21	-	-	PUNCT
brj-24958	219	22	carrying	carry	VERB
brj-24958	219	23	capacity	capacity	NOUN
brj-24958	219	24	.	.	PUNCT
brj-24958	220	1	for	for	ADP
brj-24958	220	2	example	example	NOUN
brj-24958	220	3	,	,	PUNCT
brj-24958	220	4	the	the	DET
brj-24958	220	5	gl16	gl16	PROPN
brj-24958	220	6	-	-	PUNCT
brj-24958	220	7	170	170	NUM
brj-24958	220	8	specimen	speciman	NOUN
brj-24958	220	9	consistently	consistently	ADV
brj-24958	220	10	exhibits	exhibit	VERB
brj-24958	220	11	a	a	DET
brj-24958	220	12	higher	high	ADJ
brj-24958	220	13	load	load	NOUN
brj-24958	220	14	compared	compare	VERB
brj-24958	220	15	to	to	ADP
brj-24958	220	16	the	the	DET
brj-24958	220	17	gl10	gl10	PROPN
brj-24958	220	18	-	-	PUNCT
brj-24958	220	19	170	170	NUM
brj-24958	220	20	specimen	speciman	NOUN
brj-24958	220	21	.	.	PUNCT
brj-24958	221	1	this	this	DET
brj-24958	221	2	phenomenon	phenomenon	NOUN
brj-24958	221	3	is	be	AUX
brj-24958	221	4	primarily	primarily	ADV
brj-24958	221	5	attributed	attribute	VERB
brj-24958	221	6	to	to	ADP
brj-24958	221	7	the	the	DET
brj-24958	221	8	larger	large	ADJ
brj-24958	221	9	cross	cross	ADJ
brj-24958	221	10	-	-	ADJ
brj-24958	221	11	sectional	sectional	ADJ
brj-24958	221	12	area	area	NOUN
brj-24958	221	13	of	of	ADP
brj-24958	221	14	the	the	DET
brj-24958	221	15	rods	rod	NOUN
brj-24958	221	16	with	with	ADP
brj-24958	221	17	greater	great	ADJ
brj-24958	221	18	diameters	diameter	NOUN
brj-24958	221	19	,	,	PUNCT
brj-24958	221	20	which	which	PRON
brj-24958	221	21	inherently	inherently	ADV
brj-24958	221	22	provides	provide	VERB
brj-24958	221	23	increased	increase	VERB
brj-24958	221	24	resistance	resistance	NOUN
brj-24958	221	25	to	to	ADP
brj-24958	221	26	the	the	DET
brj-24958	221	27	induced	induced	ADJ
brj-24958	221	28	shear	shear	NOUN
brj-24958	221	29	forces	force	NOUN
brj-24958	221	30	.	.	PUNCT
brj-24958	222	1	the	the	DET
brj-24958	222	2	embedment	embedment	ADJ
brj-24958	222	3	length	length	NOUN
brj-24958	222	4	significantly	significantly	ADV
brj-24958	222	5	influences	influence	VERB
brj-24958	222	6	the	the	DET
brj-24958	222	7	performance	performance	NOUN
brj-24958	222	8	of	of	ADP
brj-24958	222	9	connection	connection	NOUN
brj-24958	222	10	.	.	PUNCT
brj-24958	223	1	specimens	specimen	NOUN
brj-24958	223	2	incorporating	incorporate	VERB
brj-24958	223	3	longer	long	ADJ
brj-24958	223	4	embedment	embedment	ADJ
brj-24958	223	5	lengths	length	NOUN
brj-24958	223	6	,	,	PUNCT
brj-24958	223	7	exemplified	exemplify	VERB
brj-24958	223	8	by	by	ADP
brj-24958	223	9	the	the	DET
brj-24958	223	10	comparison	comparison	NOUN
brj-24958	223	11	between	between	ADP
brj-24958	223	12	gl10	gl10	PROPN
brj-24958	223	13	-	-	PUNCT
brj-24958	223	14	210	210	NUM
brj-24958	223	15	and	and	CCONJ
brj-24958	223	16	gl10	gl10	PROPN
brj-24958	223	17	-	-	PUNCT
brj-24958	223	18	170	170	NUM
brj-24958	223	19	,	,	PUNCT
brj-24958	223	20	consistently	consistently	ADV
brj-24958	223	21	demonstrate	demonstrate	VERB
brj-24958	223	22	superior	superior	ADJ
brj-24958	223	23	loadcarrying	loadcarrye	VERB
brj-24958	223	24	capacity	capacity	NOUN
brj-24958	223	25	.	.	PUNCT
brj-24958	224	1	this	this	DET
brj-24958	224	2	improvement	improvement	NOUN
brj-24958	224	3	is	be	AUX
brj-24958	224	4	due	due	ADJ
brj-24958	224	5	to	to	ADP
brj-24958	224	6	the	the	DET
brj-24958	224	7	expanded	expand	VERB
brj-24958	224	8	bond	bond	NOUN
brj-24958	224	9	area	area	NOUN
brj-24958	224	10	facilitated	facilitate	VERB
brj-24958	224	11	by	by	ADP
brj-24958	224	12	the	the	DET
brj-24958	224	13	increased	increase	VERB
brj-24958	224	14	embedment	embedment	ADJ
brj-24958	224	15	length	length	NOUN
brj-24958	224	16	,	,	PUNCT
brj-24958	224	17	promoting	promote	VERB
brj-24958	224	18	a	a	DET
brj-24958	224	19	more	more	ADV
brj-24958	224	20	effective	effective	ADJ
brj-24958	224	21	load	load	NOUN
brj-24958	224	22	transfer	transfer	NOUN
brj-24958	224	23	mechanism	mechanism	NOUN
brj-24958	224	24	between	between	ADP
brj-24958	224	25	the	the	DET
brj-24958	224	26	reinforcement	reinforcement	NOUN
brj-24958	224	27	and	and	CCONJ
brj-24958	224	28	the	the	DET
brj-24958	224	29	surrounding	surround	VERB
brj-24958	224	30	concrete	concrete	ADJ
brj-24958	224	31	matrix	matrix	NOUN
brj-24958	224	32	.	.	PUNCT
brj-24958	225	1	figure	figure	NOUN
brj-24958	225	2	12(b	12(b	NUM
brj-24958	225	3	)	)	PUNCT
brj-24958	225	4	compares	compare	VERB
brj-24958	225	5	the	the	DET
brj-24958	225	6	stiffness	stiffness	NOUN
brj-24958	225	7	and	and	CCONJ
brj-24958	225	8	load	load	NOUN
brj-24958	225	9	-	-	PUNCT
brj-24958	225	10	carrying	carry	VERB
brj-24958	225	11	capacity	capacity	NOUN
brj-24958	225	12	for	for	ADP
brj-24958	225	13	different	different	ADJ
brj-24958	225	14	nominal	nominal	ADJ
brj-24958	225	15	diameters	diameter	NOUN
brj-24958	225	16	of	of	ADP
brj-24958	225	17	the	the	DET
brj-24958	225	18	rod	rod	NOUN
brj-24958	225	19	.	.	PUNCT
brj-24958	226	1	it	it	PRON
brj-24958	226	2	is	be	AUX
brj-24958	226	3	important	important	ADJ
brj-24958	226	4	to	to	PART
brj-24958	226	5	highlight	highlight	VERB
brj-24958	226	6	that	that	SCONJ
brj-24958	226	7	the	the	DET
brj-24958	226	8	figure	figure	NOUN
brj-24958	226	9	employs	employ	VERB
brj-24958	226	10	bar	bar	NOUN
brj-24958	226	11	charts	chart	NOUN
brj-24958	226	12	to	to	PART
brj-24958	226	13	depict	depict	VERB
brj-24958	226	14	stiffness	stiffness	ADJ
brj-24958	226	15	values	value	NOUN
brj-24958	226	16	while	while	SCONJ
brj-24958	226	17	utilizing	utilize	VERB
brj-24958	226	18	dotted	dotted	ADJ
brj-24958	226	19	line	line	NOUN
brj-24958	226	20	graphs	graph	NOUN
brj-24958	226	21	to	to	PART
brj-24958	226	22	represent	represent	VERB
brj-24958	226	23	load	load	NOUN
brj-24958	226	24	capacities	capacity	NOUN
brj-24958	226	25	,	,	PUNCT
brj-24958	226	26	a	a	DET
brj-24958	226	27	convention	convention	NOUN
brj-24958	226	28	that	that	PRON
brj-24958	226	29	is	be	AUX
brj-24958	226	30	consistently	consistently	ADV
brj-24958	226	31	applied	apply	VERB
brj-24958	226	32	throughout	throughout	ADP
brj-24958	226	33	the	the	DET
brj-24958	226	34	study	study	NOUN
brj-24958	226	35	.	.	PUNCT
brj-24958	227	1	the	the	DET
brj-24958	227	2	results	result	NOUN
brj-24958	227	3	demonstrate	demonstrate	VERB
brj-24958	227	4	that	that	SCONJ
brj-24958	227	5	both	both	CCONJ
brj-24958	227	6	stiffness	stiffness	NOUN
brj-24958	227	7	and	and	CCONJ
brj-24958	227	8	load	load	NOUN
brj-24958	227	9	-	-	PUNCT
brj-24958	227	10	carrying	carry	VERB
brj-24958	227	11	capacity	capacity	NOUN
brj-24958	227	12	exhibit	exhibit	VERB
brj-24958	227	13	a	a	DET
brj-24958	227	14	positive	positive	ADJ
brj-24958	227	15	correlation	correlation	NOUN
brj-24958	227	16	with	with	ADP
brj-24958	227	17	the	the	DET
brj-24958	227	18	rod	rod	NOUN
brj-24958	227	19	diameter	diameter	NOUN
brj-24958	227	20	.	.	PUNCT
brj-24958	228	1	the	the	DET
brj-24958	228	2	derived	derive	VERB
brj-24958	228	3	regression	regression	NOUN
brj-24958	228	4	equation	equation	NOUN
brj-24958	228	5	indicates	indicate	VERB
brj-24958	228	6	a	a	DET
brj-24958	228	7	power	power	NOUN
brj-24958	228	8	-	-	PUNCT
brj-24958	228	9	law	law	NOUN
brj-24958	228	10	relationship	relationship	NOUN
brj-24958	228	11	between	between	ADP
brj-24958	228	12	the	the	DET
brj-24958	228	13	max	max	PROPN
brj-24958	228	14	max	max	PROPN
brj-24958	228	15	0.4	0.4	NUM
brj-24958	228	16	0.1	0.1	NUM
brj-24958	228	17	0.4	0.4	NUM
brj-24958	228	18	0.1f	0.1f	NOUN
brj-24958	229	1	f	f	PROPN
brj-24958	229	2	k	k	NOUN
brj-24958	229	3	−	−	PROPN
brj-24958	230	1	=	=	PUNCT
brj-24958	230	2			X
brj-24958	230	3	−	−	NUM
brj-24958	230	4	u	u	NOUN
brj-24958	230	5	y	y	PROPN
brj-24958	230	6			PUNCT
brj-24958	230	7			NOUN
brj-24958	230	8	=	=	PRON
brj-24958	231	1			NOUN
brj-24958	231	2	peer	peer	NOUN
brj-24958	231	3	-	-	PUNCT
brj-24958	231	4	reviewed	review	VERB
brj-24958	231	5	article	article	NOUN
brj-24958	231	6	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	231	7	yang	yang	PROPN
brj-24958	231	8	et	et	PROPN
brj-24958	231	9	al	al	PROPN
brj-24958	231	10	.	.	PROPN
brj-24958	232	1	(	(	PUNCT
brj-24958	232	2	2025	2025	NUM
brj-24958	232	3	)	)	PUNCT
brj-24958	232	4	.	.	PUNCT
brj-24958	233	1	“	"	PUNCT
brj-24958	233	2	glulam	glulam	NOUN
brj-24958	233	3	-	-	PUNCT
brj-24958	233	4	concrete	concrete	ADJ
brj-24958	233	5	connectors	connector	NOUN
brj-24958	233	6	,	,	PUNCT
brj-24958	233	7	”	"	PUNCT
brj-24958	233	8	bioresources	bioresource	NOUN
brj-24958	233	9	20(4	20(4	NOUN
brj-24958	233	10	)	)	PUNCT
brj-24958	233	11	,	,	PUNCT
brj-24958	233	12	10460	10460	NUM
brj-24958	233	13	-	-	SYM
brj-24958	233	14	10486	10486	NUM
brj-24958	233	15	.	.	PUNCT
brj-24958	234	1	10474	10474	NUM
brj-24958	234	2	rod	rod	NOUN
brj-24958	234	3	diameter	diameter	NOUN
brj-24958	234	4	and	and	CCONJ
brj-24958	234	5	the	the	DET
brj-24958	234	6	load	load	NOUN
brj-24958	234	7	-	-	PUNCT
brj-24958	234	8	carrying	carry	VERB
brj-24958	234	9	capacity	capacity	NOUN
brj-24958	234	10	,	,	PUNCT
brj-24958	234	11	suggesting	suggest	VERB
brj-24958	234	12	that	that	SCONJ
brj-24958	234	13	the	the	DET
brj-24958	234	14	load	load	NOUN
brj-24958	234	15	-	-	PUNCT
brj-24958	234	16	carrying	carry	VERB
brj-24958	234	17	capacity	capacity	NOUN
brj-24958	234	18	increases	increase	NOUN
brj-24958	234	19	at	at	ADP
brj-24958	234	20	an	an	DET
brj-24958	234	21	accelerating	accelerate	VERB
brj-24958	234	22	rate	rate	NOUN
brj-24958	234	23	relative	relative	ADJ
brj-24958	234	24	to	to	ADP
brj-24958	234	25	the	the	DET
brj-24958	234	26	diameter	diameter	NOUN
brj-24958	234	27	.	.	PUNCT
brj-24958	235	1	this	this	DET
brj-24958	235	2	non	non	ADJ
brj-24958	235	3	-	-	ADJ
brj-24958	235	4	linear	linear	ADJ
brj-24958	235	5	relationship	relationship	NOUN
brj-24958	235	6	can	can	AUX
brj-24958	235	7	be	be	AUX
brj-24958	235	8	attributed	attribute	VERB
brj-24958	235	9	to	to	ADP
brj-24958	235	10	the	the	DET
brj-24958	235	11	synergistic	synergistic	ADJ
brj-24958	235	12	effects	effect	NOUN
brj-24958	235	13	of	of	ADP
brj-24958	235	14	an	an	DET
brj-24958	235	15	enlarged	enlarged	ADJ
brj-24958	235	16	cross	cross	ADJ
brj-24958	235	17	-	-	ADJ
brj-24958	235	18	sectional	sectional	ADJ
brj-24958	235	19	area	area	NOUN
brj-24958	235	20	and	and	CCONJ
brj-24958	235	21	an	an	DET
brj-24958	235	22	optimized	optimize	VERB
brj-24958	235	23	distribution	distribution	NOUN
brj-24958	235	24	of	of	ADP
brj-24958	235	25	bond	bond	NOUN
brj-24958	235	26	-	-	PUNCT
brj-24958	235	27	shear	shear	NOUN
brj-24958	235	28	stress	stress	NOUN
brj-24958	235	29	.	.	PUNCT
brj-24958	236	1	furthermore	furthermore	ADV
brj-24958	236	2	,	,	PUNCT
brj-24958	236	3	the	the	DET
brj-24958	236	4	embedment	embedment	ADJ
brj-24958	236	5	length	length	NOUN
brj-24958	236	6	is	be	AUX
brj-24958	236	7	identified	identify	VERB
brj-24958	236	8	as	as	ADP
brj-24958	236	9	a	a	DET
brj-24958	236	10	critical	critical	ADJ
brj-24958	236	11	factor	factor	NOUN
brj-24958	236	12	influencing	influence	VERB
brj-24958	236	13	the	the	DET
brj-24958	236	14	connection	connection	NOUN
brj-24958	236	15	behavior	behavior	NOUN
brj-24958	236	16	.	.	PUNCT
brj-24958	237	1	comparative	comparative	ADJ
brj-24958	237	2	analysis	analysis	NOUN
brj-24958	237	3	of	of	ADP
brj-24958	237	4	specimens	specimen	NOUN
brj-24958	237	5	with	with	ADP
brj-24958	237	6	differing	differ	VERB
brj-24958	237	7	embedment	embedment	ADJ
brj-24958	237	8	lengths	length	NOUN
brj-24958	237	9	,	,	PUNCT
brj-24958	237	10	such	such	ADJ
brj-24958	237	11	as	as	ADP
brj-24958	237	12	gl10	gl10	NOUN
brj-24958	237	13	-	-	PUNCT
brj-24958	237	14	210	210	NUM
brj-24958	237	15	versus	versus	ADP
brj-24958	237	16	gl10	gl10	PROPN
brj-24958	237	17	-	-	PUNCT
brj-24958	237	18	170	170	NUM
brj-24958	237	19	,	,	PUNCT
brj-24958	237	20	revealed	reveal	VERB
brj-24958	237	21	that	that	SCONJ
brj-24958	237	22	longer	long	ADJ
brj-24958	237	23	embedment	embedment	ADJ
brj-24958	237	24	lengths	length	NOUN
brj-24958	237	25	correspond	correspond	VERB
brj-24958	237	26	to	to	ADP
brj-24958	237	27	enhanced	enhanced	ADJ
brj-24958	237	28	load	load	NOUN
brj-24958	237	29	-	-	PUNCT
brj-24958	237	30	carrying	carry	VERB
brj-24958	237	31	capacity	capacity	NOUN
brj-24958	237	32	.	.	PUNCT
brj-24958	238	1	this	this	DET
brj-24958	238	2	improvement	improvement	NOUN
brj-24958	238	3	is	be	AUX
brj-24958	238	4	primarily	primarily	ADV
brj-24958	238	5	due	due	ADJ
brj-24958	238	6	to	to	ADP
brj-24958	238	7	the	the	DET
brj-24958	238	8	increased	increase	VERB
brj-24958	238	9	bond	bond	NOUN
brj-24958	238	10	area	area	NOUN
brj-24958	238	11	between	between	ADP
brj-24958	238	12	the	the	DET
brj-24958	238	13	reinforcement	reinforcement	NOUN
brj-24958	238	14	and	and	CCONJ
brj-24958	238	15	the	the	DET
brj-24958	238	16	surrounding	surround	VERB
brj-24958	238	17	concrete	concrete	NOUN
brj-24958	238	18	,	,	PUNCT
brj-24958	238	19	which	which	PRON
brj-24958	238	20	facilitates	facilitate	VERB
brj-24958	238	21	more	more	ADV
brj-24958	238	22	efficient	efficient	ADJ
brj-24958	238	23	load	load	NOUN
brj-24958	238	24	transfer	transfer	NOUN
brj-24958	238	25	.	.	PUNCT
brj-24958	239	1	figure	figure	NOUN
brj-24958	239	2	12(c	12(c	NUM
brj-24958	239	3	)	)	PUNCT
brj-24958	239	4	illustrates	illustrate	VERB
brj-24958	239	5	the	the	DET
brj-24958	239	6	influence	influence	NOUN
brj-24958	239	7	of	of	ADP
brj-24958	239	8	embedment	embedment	ADJ
brj-24958	239	9	length	length	NOUN
brj-24958	239	10	on	on	ADP
brj-24958	239	11	stiffness	stiffness	NOUN
brj-24958	239	12	and	and	CCONJ
brj-24958	239	13	load	load	NOUN
brj-24958	239	14	.	.	PUNCT
brj-24958	240	1	the	the	DET
brj-24958	240	2	results	result	NOUN
brj-24958	240	3	show	show	VERB
brj-24958	240	4	that	that	SCONJ
brj-24958	240	5	both	both	DET
brj-24958	240	6	parameters	parameter	NOUN
brj-24958	240	7	increase	increase	VERB
brj-24958	240	8	with	with	ADP
brj-24958	240	9	embedment	embedment	ADJ
brj-24958	240	10	length	length	NOUN
brj-24958	240	11	,	,	PUNCT
brj-24958	240	12	although	although	SCONJ
brj-24958	240	13	the	the	DET
brj-24958	240	14	rate	rate	NOUN
brj-24958	240	15	of	of	ADP
brj-24958	240	16	increase	increase	NOUN
brj-24958	240	17	in	in	ADP
brj-24958	240	18	loadcarrying	loadcarrye	VERB
brj-24958	240	19	capacity	capacity	NOUN
brj-24958	240	20	appears	appear	VERB
brj-24958	240	21	to	to	PART
brj-24958	240	22	plateau	plateau	VERB
brj-24958	240	23	beyond	beyond	ADP
brj-24958	240	24	a	a	DET
brj-24958	240	25	certain	certain	ADJ
brj-24958	240	26	embedment	embedment	ADJ
brj-24958	240	27	length	length	NOUN
brj-24958	240	28	threshold	threshold	NOUN
brj-24958	240	29	.	.	PUNCT
brj-24958	241	1	this	this	DET
brj-24958	241	2	diminishing	diminish	VERB
brj-24958	241	3	return	return	NOUN
brj-24958	241	4	effect	effect	NOUN
brj-24958	241	5	may	may	AUX
brj-24958	241	6	be	be	AUX
brj-24958	241	7	explained	explain	VERB
brj-24958	241	8	by	by	ADP
brj-24958	241	9	the	the	DET
brj-24958	241	10	reduced	reduce	VERB
brj-24958	241	11	contribution	contribution	NOUN
brj-24958	241	12	of	of	ADP
brj-24958	241	13	additional	additional	ADJ
brj-24958	241	14	embedment	embedment	ADJ
brj-24958	241	15	length	length	NOUN
brj-24958	241	16	to	to	ADP
brj-24958	241	17	bond	bond	NOUN
brj-24958	241	18	strength	strength	NOUN
brj-24958	241	19	,	,	PUNCT
brj-24958	241	20	potentially	potentially	ADV
brj-24958	241	21	caused	cause	VERB
brj-24958	241	22	by	by	ADP
brj-24958	241	23	stress	stress	NOUN
brj-24958	241	24	concentration	concentration	NOUN
brj-24958	241	25	at	at	ADP
brj-24958	241	26	the	the	DET
brj-24958	241	27	terminal	terminal	ADJ
brj-24958	241	28	region	region	NOUN
brj-24958	241	29	of	of	ADP
brj-24958	241	30	the	the	DET
brj-24958	241	31	embedment	embedment	ADJ
brj-24958	241	32	zone	zone	NOUN
brj-24958	241	33	.	.	PUNCT
brj-24958	242	1	rg	rg	PROPN
brj-24958	242	2	series	series	PROPN
brj-24958	242	3	as	as	SCONJ
brj-24958	242	4	shown	show	VERB
brj-24958	242	5	in	in	ADP
brj-24958	242	6	fig	fig	NOUN
brj-24958	242	7	.	.	PUNCT
brj-24958	243	1	13	13	NUM
brj-24958	243	2	(	(	PUNCT
brj-24958	243	3	a	a	NOUN
brj-24958	243	4	)	)	PUNCT
brj-24958	243	5	,	,	PUNCT
brj-24958	243	6	the	the	DET
brj-24958	243	7	load	load	NOUN
brj-24958	243	8	-	-	PUNCT
brj-24958	243	9	displacement	displacement	NOUN
brj-24958	243	10	curves	curve	NOUN
brj-24958	243	11	exhibited	exhibit	VERB
brj-24958	243	12	an	an	DET
brj-24958	243	13	initial	initial	ADJ
brj-24958	243	14	steep	steep	ADJ
brj-24958	243	15	ascent	ascent	NOUN
brj-24958	243	16	followed	follow	VERB
brj-24958	243	17	by	by	ADP
brj-24958	243	18	a	a	DET
brj-24958	243	19	gradual	gradual	ADJ
brj-24958	243	20	plateau	plateau	NOUN
brj-24958	243	21	.	.	PUNCT
brj-24958	244	1	in	in	ADP
brj-24958	244	2	the	the	DET
brj-24958	244	3	early	early	ADJ
brj-24958	244	4	stages	stage	NOUN
brj-24958	244	5	of	of	ADP
brj-24958	244	6	deformation	deformation	NOUN
brj-24958	244	7	,	,	PUNCT
brj-24958	244	8	the	the	DET
brj-24958	244	9	load	load	NOUN
brj-24958	244	10	rose	rise	VERB
brj-24958	244	11	sharply	sharply	ADV
brj-24958	244	12	with	with	ADP
brj-24958	244	13	displacement	displacement	NOUN
brj-24958	244	14	,	,	PUNCT
brj-24958	244	15	which	which	PRON
brj-24958	244	16	can	can	AUX
brj-24958	244	17	be	be	AUX
brj-24958	244	18	attributed	attribute	VERB
brj-24958	244	19	to	to	ADP
brj-24958	244	20	the	the	DET
brj-24958	244	21	robust	robust	ADJ
brj-24958	244	22	interfacial	interfacial	ADJ
brj-24958	244	23	bonding	bonding	NOUN
brj-24958	244	24	between	between	ADP
brj-24958	244	25	concrete	concrete	ADJ
brj-24958	244	26	,	,	PUNCT
brj-24958	244	27	timber	timber	NOUN
brj-24958	244	28	,	,	PUNCT
brj-24958	244	29	and	and	CCONJ
brj-24958	244	30	reinforcing	reinforce	VERB
brj-24958	244	31	bars	bar	NOUN
brj-24958	244	32	,	,	PUNCT
brj-24958	244	33	which	which	PRON
brj-24958	244	34	collectively	collectively	ADV
brj-24958	244	35	contribute	contribute	VERB
brj-24958	244	36	to	to	ADP
brj-24958	244	37	high	high	ADJ
brj-24958	244	38	structural	structural	ADJ
brj-24958	244	39	stiffness	stiffness	NOUN
brj-24958	244	40	.	.	PUNCT
brj-24958	245	1	as	as	SCONJ
brj-24958	245	2	displacement	displacement	NOUN
brj-24958	245	3	progressed	progress	VERB
brj-24958	245	4	,	,	PUNCT
brj-24958	245	5	localized	localized	ADJ
brj-24958	245	6	microcracking	microcracking	NOUN
brj-24958	245	7	or	or	CCONJ
brj-24958	245	8	interfacial	interfacial	ADJ
brj-24958	245	9	slippage	slippage	NOUN
brj-24958	245	10	gradually	gradually	ADV
brj-24958	245	11	developed	develop	VERB
brj-24958	245	12	,	,	PUNCT
brj-24958	245	13	leading	lead	VERB
brj-24958	245	14	to	to	ADP
brj-24958	245	15	a	a	DET
brj-24958	245	16	reduction	reduction	NOUN
brj-24958	245	17	in	in	ADP
brj-24958	245	18	overall	overall	ADJ
brj-24958	245	19	stiffness	stiffness	NOUN
brj-24958	245	20	.	.	PUNCT
brj-24958	246	1	nevertheless	nevertheless	ADV
brj-24958	246	2	,	,	PUNCT
brj-24958	246	3	the	the	DET
brj-24958	246	4	dowel	dowel	NOUN
brj-24958	246	5	-	-	PUNCT
brj-24958	246	6	and	and	CCONJ
brj-24958	246	7	-	-	PUNCT
brj-24958	246	8	notch	notch	NOUN
brj-24958	246	9	connection	connection	NOUN
brj-24958	246	10	system	system	NOUN
brj-24958	246	11	continued	continue	VERB
brj-24958	246	12	to	to	PART
brj-24958	246	13	sustain	sustain	VERB
brj-24958	246	14	significant	significant	ADJ
brj-24958	246	15	load	load	NOUN
brj-24958	246	16	-	-	PUNCT
brj-24958	246	17	bearing	bear	VERB
brj-24958	246	18	capacity	capacity	NOUN
brj-24958	246	19	due	due	ADP
brj-24958	246	20	to	to	ADP
brj-24958	246	21	its	its	PRON
brj-24958	246	22	mechanical	mechanical	ADJ
brj-24958	246	23	interlock	interlock	NOUN
brj-24958	246	24	mechanism	mechanism	NOUN
brj-24958	246	25	.	.	PUNCT
brj-24958	247	1	figure	figure	NOUN
brj-24958	247	2	13	13	NUM
brj-24958	247	3	(	(	PUNCT
brj-24958	247	4	b	b	NOUN
brj-24958	247	5	)	)	PUNCT
brj-24958	247	6	compares	compare	VERB
brj-24958	247	7	stiffness	stiffness	NOUN
brj-24958	247	8	and	and	CCONJ
brj-24958	247	9	loadbearing	loadbearing	NOUN
brj-24958	247	10	capacity	capacity	NOUN
brj-24958	247	11	across	across	ADP
brj-24958	247	12	varying	vary	VERB
brj-24958	247	13	notch	notch	ADJ
brj-24958	247	14	dimensions	dimension	NOUN
brj-24958	247	15	.	.	PUNCT
brj-24958	248	1	the	the	DET
brj-24958	248	2	findings	finding	NOUN
brj-24958	248	3	revealed	reveal	VERB
brj-24958	248	4	that	that	SCONJ
brj-24958	248	5	a	a	DET
brj-24958	248	6	100	100	NUM
brj-24958	248	7	mm	mm	NOUN
brj-24958	248	8	notch	notch	NOUN
brj-24958	248	9	size	size	NOUN
brj-24958	248	10	offered	offer	VERB
brj-24958	248	11	superior	superior	ADJ
brj-24958	248	12	stiffness	stiffness	NOUN
brj-24958	248	13	and	and	CCONJ
brj-24958	248	14	load	load	NOUN
brj-24958	248	15	-	-	PUNCT
brj-24958	248	16	bearing	bear	VERB
brj-24958	248	17	performance	performance	NOUN
brj-24958	248	18	compared	compare	VERB
brj-24958	248	19	to	to	ADP
brj-24958	248	20	both	both	PRON
brj-24958	248	21	50	50	NUM
brj-24958	248	22	mm	mm	NOUN
brj-24958	248	23	and	and	CCONJ
brj-24958	248	24	150	150	NUM
brj-24958	248	25	mm	mm	PROPN
brj-24958	248	26	configurations	configuration	NOUN
brj-24958	248	27	.	.	PUNCT
brj-24958	249	1	the	the	DET
brj-24958	249	2	100	100	NUM
brj-24958	249	3	mm	mm	NOUN
brj-24958	249	4	notch	notch	NOUN
brj-24958	249	5	size	size	NOUN
brj-24958	249	6	was	be	AUX
brj-24958	249	7	optimized	optimize	VERB
brj-24958	249	8	by	by	ADP
brj-24958	249	9	balancing	balance	VERB
brj-24958	249	10	mechanical	mechanical	ADJ
brj-24958	249	11	interlock	interlock	NOUN
brj-24958	249	12	efficiency	efficiency	NOUN
brj-24958	249	13	and	and	CCONJ
brj-24958	249	14	timber	timber	NOUN
brj-24958	249	15	material	material	NOUN
brj-24958	249	16	integrity	integrity	NOUN
brj-24958	249	17	,	,	PUNCT
brj-24958	249	18	as	as	SCONJ
brj-24958	249	19	elucidated	elucidate	VERB
brj-24958	249	20	by	by	ADP
brj-24958	249	21	contact	contact	NOUN
brj-24958	249	22	pressure	pressure	NOUN
brj-24958	249	23	(	(	PUNCT
brj-24958	249	24	cpress	cpress	NOUN
brj-24958	249	25	,	,	PUNCT
brj-24958	249	26	fig	fig	NOUN
brj-24958	249	27	.	.	PUNCT
brj-24958	250	1	14	14	NUM
brj-24958	250	2	)	)	PUNCT
brj-24958	251	1	and	and	CCONJ
brj-24958	251	2	principal	principal	ADJ
brj-24958	251	3	stress	stress	NOUN
brj-24958	251	4	(	(	PUNCT
brj-24958	251	5	s11	s11	PROPN
brj-24958	251	6	,	,	PUNCT
brj-24958	251	7	fig	fig	NOUN
brj-24958	251	8	.	.	PUNCT
brj-24958	251	9	15	15	NUM
brj-24958	251	10	)	)	PUNCT
brj-24958	251	11	distributions	distribution	NOUN
brj-24958	251	12	for	for	ADP
brj-24958	251	13	specimens	specimen	NOUN
brj-24958	251	14	with	with	ADP
brj-24958	251	15	170	170	NUM
brj-24958	251	16	mm	mm	PROPN
brj-24958	251	17	embedment	embedment	ADJ
brj-24958	251	18	length	length	NOUN
brj-24958	251	19	.	.	PUNCT
brj-24958	252	1	50	50	NUM
brj-24958	252	2	mm	mm	NOUN
brj-24958	252	3	notch	notch	NOUN
brj-24958	252	4	(	(	PUNCT
brj-24958	252	5	rg12	rg12	PROPN
brj-24958	252	6	-	-	PUNCT
brj-24958	252	7	50	50	NUM
brj-24958	252	8	-	-	SYM
brj-24958	252	9	170	170	NUM
brj-24958	252	10	):	):	PUNCT
brj-24958	252	11	cpress	cpress	NOUN
brj-24958	252	12	exhibited	exhibit	VERB
brj-24958	252	13	a	a	DET
brj-24958	252	14	narrow	narrow	ADJ
brj-24958	252	15	distribution	distribution	NOUN
brj-24958	252	16	with	with	ADP
brj-24958	252	17	a	a	DET
brj-24958	252	18	maximum	maximum	NOUN
brj-24958	252	19	of	of	ADP
brj-24958	252	20	12.3	12.3	NUM
brj-24958	252	21	mpa	mpa	NOUN
brj-24958	252	22	,	,	PUNCT
brj-24958	252	23	indicating	indicate	VERB
brj-24958	252	24	insufficient	insufficient	ADJ
brj-24958	252	25	mechanical	mechanical	ADJ
brj-24958	252	26	interlock	interlock	NOUN
brj-24958	252	27	between	between	ADP
brj-24958	252	28	timber	timber	NOUN
brj-24958	252	29	and	and	CCONJ
brj-24958	252	30	concrete	concrete	NOUN
brj-24958	252	31	—	—	PUNCT
brj-24958	252	32	only	only	ADV
brj-24958	252	33	localized	localized	ADJ
brj-24958	252	34	contact	contact	NOUN
brj-24958	252	35	occurred	occur	VERB
brj-24958	252	36	,	,	PUNCT
brj-24958	252	37	limiting	limit	VERB
brj-24958	252	38	load	load	NOUN
brj-24958	252	39	transfer	transfer	NOUN
brj-24958	252	40	efficiency	efficiency	NOUN
brj-24958	252	41	(	(	PUNCT
brj-24958	252	42	fig	fig	NOUN
brj-24958	252	43	.	.	PUNCT
brj-24958	253	1	14	14	NUM
brj-24958	253	2	)	)	PUNCT
brj-24958	253	3	.	.	PUNCT
brj-24958	254	1	correspondingly	correspondingly	ADV
brj-24958	254	2	,	,	PUNCT
brj-24958	254	3	the	the	DET
brj-24958	254	4	s11	s11	NOUN
brj-24958	254	5	distribution	distribution	NOUN
brj-24958	254	6	showed	show	VERB
brj-24958	254	7	low	low	ADJ
brj-24958	254	8	peak	peak	NOUN
brj-24958	254	9	stress	stress	NOUN
brj-24958	254	10	(	(	PUNCT
brj-24958	254	11	14.5	14.5	NUM
brj-24958	254	12	mpa	mpa	NOUN
brj-24958	254	13	)	)	PUNCT
brj-24958	254	14	and	and	CCONJ
brj-24958	254	15	limited	limited	ADJ
brj-24958	254	16	stress	stress	NOUN
brj-24958	254	17	propagation	propagation	NOUN
brj-24958	254	18	into	into	ADP
brj-24958	254	19	timber	timber	NOUN
brj-24958	254	20	(	(	PUNCT
brj-24958	254	21	fig	fig	NOUN
brj-24958	254	22	.	.	PUNCT
brj-24958	254	23	15	15	NUM
brj-24958	254	24	)	)	PUNCT
brj-24958	254	25	,	,	PUNCT
brj-24958	254	26	meaning	mean	VERB
brj-24958	254	27	that	that	SCONJ
brj-24958	254	28	timber	timber	NOUN
brj-24958	254	29	contributed	contribute	VERB
brj-24958	254	30	minimally	minimally	ADV
brj-24958	254	31	to	to	ADP
brj-24958	254	32	composite	composite	ADJ
brj-24958	254	33	action	action	NOUN
brj-24958	254	34	,	,	PUNCT
brj-24958	254	35	resulting	result	VERB
brj-24958	254	36	in	in	ADP
brj-24958	254	37	premature	premature	ADJ
brj-24958	254	38	slip	slip	NOUN
brj-24958	254	39	and	and	CCONJ
brj-24958	254	40	low	low	ADJ
brj-24958	254	41	stiffness	stiffness	NOUN
brj-24958	254	42	(	(	PUNCT
brj-24958	254	43	consistent	consistent	ADJ
brj-24958	254	44	with	with	ADP
brj-24958	254	45	fig	fig	NOUN
brj-24958	254	46	.	.	PUNCT
brj-24958	255	1	13	13	NUM
brj-24958	255	2	(	(	PUNCT
brj-24958	255	3	b	b	NOUN
brj-24958	255	4	)	)	PUNCT
brj-24958	255	5	)	)	PUNCT
brj-24958	255	6	.	.	PUNCT
brj-24958	256	1	150	150	NUM
brj-24958	256	2	mm	mm	NOUN
brj-24958	256	3	notch	notch	NOUN
brj-24958	256	4	(	(	PUNCT
brj-24958	256	5	rg12	rg12	PROPN
brj-24958	256	6	-	-	PUNCT
brj-24958	256	7	150	150	NUM
brj-24958	256	8	-	-	SYM
brj-24958	256	9	170	170	NUM
brj-24958	256	10	):	):	PUNCT
brj-24958	256	11	cpress	cpress	NOUN
brj-24958	256	12	peaked	peak	VERB
brj-24958	256	13	at	at	ADP
brj-24958	256	14	49.9	49.9	NUM
brj-24958	256	15	mpa	mpa	NOUN
brj-24958	256	16	with	with	ADP
brj-24958	256	17	severe	severe	ADJ
brj-24958	256	18	local	local	ADJ
brj-24958	256	19	concentration	concentration	NOUN
brj-24958	256	20	(	(	PUNCT
brj-24958	256	21	fig	fig	NOUN
brj-24958	256	22	.	.	PUNCT
brj-24958	257	1	14	14	NUM
brj-24958	257	2	)	)	PUNCT
brj-24958	257	3	,	,	PUNCT
brj-24958	258	1	which	which	PRON
brj-24958	258	2	induced	induce	VERB
brj-24958	258	3	excessive	excessive	ADJ
brj-24958	258	4	compressive	compressive	ADJ
brj-24958	258	5	principal	principal	ADJ
brj-24958	258	6	stress	stress	NOUN
brj-24958	258	7	(	(	PUNCT
brj-24958	258	8	s11	s11	PROPN
brj-24958	258	9	<	<	X
brj-24958	258	10	-26.8	-26.8	NUM
brj-24958	258	11	mpa	mpa	PROPN
brj-24958	258	12	,	,	PUNCT
brj-24958	258	13	fig	fig	NOUN
brj-24958	258	14	.	.	PUNCT
brj-24958	258	15	15	15	NUM
brj-24958	258	16	)	)	PUNCT
brj-24958	258	17	at	at	ADP
brj-24958	258	18	the	the	DET
brj-24958	258	19	timber	timber	NOUN
brj-24958	258	20	-	-	PUNCT
brj-24958	258	21	notch	notch	NOUN
brj-24958	258	22	interface	interface	NOUN
brj-24958	259	1	.	.	PUNCT
brj-24958	260	1	this	this	DET
brj-24958	260	2	compressive	compressive	ADJ
brj-24958	260	3	stress	stress	NOUN
brj-24958	260	4	far	far	ADV
brj-24958	260	5	exceeded	exceed	VERB
brj-24958	260	6	the	the	DET
brj-24958	260	7	tangential	tangential	ADJ
brj-24958	260	8	compressive	compressive	ADJ
brj-24958	260	9	strength	strength	NOUN
brj-24958	260	10	of	of	ADP
brj-24958	260	11	glulam	glulam	PROPN
brj-24958	260	12	(	(	PUNCT
brj-24958	260	13	5.05	5.05	NUM
brj-24958	260	14	mpa	mpa	NOUN
brj-24958	260	15	,	,	PUNCT
brj-24958	260	16	table	table	NOUN
brj-24958	260	17	3	3	NUM
brj-24958	260	18	)	)	PUNCT
brj-24958	260	19	,	,	PUNCT
brj-24958	260	20	causing	cause	VERB
brj-24958	260	21	timber	timber	NOUN
brj-24958	260	22	crushing	crush	VERB
brj-24958	260	23	that	that	PRON
brj-24958	260	24	disrupted	disrupt	VERB
brj-24958	260	25	the	the	DET
brj-24958	260	26	composite	composite	ADJ
brj-24958	260	27	load	load	NOUN
brj-24958	260	28	-	-	PUNCT
brj-24958	260	29	transfer	transfer	NOUN
brj-24958	260	30	mechanism	mechanism	NOUN
brj-24958	260	31	.	.	PUNCT
brj-24958	261	1	100	100	NUM
brj-24958	261	2	mm	mm	NOUN
brj-24958	261	3	notch	notch	NOUN
brj-24958	261	4	(	(	PUNCT
brj-24958	261	5	rg12	rg12	PROPN
brj-24958	261	6	-	-	PUNCT
brj-24958	261	7	100	100	NUM
brj-24958	261	8	-	-	SYM
brj-24958	261	9	170	170	NUM
brj-24958	261	10	):	):	PUNCT
brj-24958	261	11	cpress	cpress	NOUN
brj-24958	261	12	distributed	distribute	VERB
brj-24958	261	13	uniformly	uniformly	ADV
brj-24958	261	14	with	with	ADP
brj-24958	261	15	a	a	DET
brj-24958	261	16	peak	peak	NOUN
brj-24958	261	17	of	of	ADP
brj-24958	261	18	79.5	79.5	NUM
brj-24958	261	19	mpa	mpa	NOUN
brj-24958	261	20	(	(	PUNCT
brj-24958	261	21	fig	fig	NOUN
brj-24958	261	22	.	.	PUNCT
brj-24958	261	23	14	14	NUM
brj-24958	261	24	)	)	PUNCT
brj-24958	261	25	,	,	PUNCT
brj-24958	261	26	ensuring	ensure	VERB
brj-24958	261	27	robust	robust	ADJ
brj-24958	261	28	mechanical	mechanical	ADJ
brj-24958	261	29	interlock	interlock	NOUN
brj-24958	261	30	.	.	PUNCT
brj-24958	262	1	the	the	DET
brj-24958	262	2	principal	principal	ADJ
brj-24958	262	3	stress	stress	NOUN
brj-24958	262	4	(	(	PUNCT
brj-24958	262	5	s11	s11	NOUN
brj-24958	262	6	=	=	SYM
brj-24958	262	7	16.9	16.9	NUM
brj-24958	262	8	mpa	mpa	NOUN
brj-24958	262	9	,	,	PUNCT
brj-24958	262	10	fig	fig	NOUN
brj-24958	262	11	.	.	PUNCT
brj-24958	262	12	15	15	NUM
brj-24958	262	13	)	)	PUNCT
brj-24958	262	14	remained	remain	VERB
brj-24958	262	15	within	within	ADP
brj-24958	262	16	timber	timber	NOUN
brj-24958	262	17	’s	’s	PART
brj-24958	262	18	elastic	elastic	ADJ
brj-24958	262	19	range	range	NOUN
brj-24958	262	20	(	(	PUNCT
brj-24958	262	21	without	without	ADP
brj-24958	262	22	exceeding	exceed	VERB
brj-24958	262	23	compressive	compressive	ADJ
brj-24958	262	24	strength	strength	NOUN
brj-24958	262	25	)	)	PUNCT
brj-24958	262	26	,	,	PUNCT
brj-24958	262	27	allowing	allow	VERB
brj-24958	262	28	synergistic	synergistic	ADJ
brj-24958	262	29	load	load	NOUN
brj-24958	262	30	sharing	sharing	NOUN
brj-24958	262	31	between	between	ADP
brj-24958	262	32	timber	timber	NOUN
brj-24958	262	33	and	and	CCONJ
brj-24958	262	34	connectors	connector	NOUN
brj-24958	262	35	.	.	PUNCT
brj-24958	263	1	thus	thus	ADV
brj-24958	263	2	,	,	PUNCT
brj-24958	263	3	the	the	DET
brj-24958	263	4	100	100	NUM
brj-24958	263	5	mm	mm	NOUN
brj-24958	263	6	notch	notch	NOUN
brj-24958	263	7	achieved	achieve	VERB
brj-24958	263	8	the	the	DET
brj-24958	263	9	highest	high	ADJ
brj-24958	263	10	stiffness	stiffness	NOUN
brj-24958	263	11	and	and	CCONJ
brj-24958	263	12	load	load	NOUN
brj-24958	263	13	-	-	PUNCT
brj-24958	263	14	bearing	bear	VERB
brj-24958	263	15	capacity	capacity	NOUN
brj-24958	263	16	by	by	ADP
brj-24958	263	17	maintaining	maintain	VERB
brj-24958	263	18	composite	composite	ADJ
brj-24958	263	19	action	action	NOUN
brj-24958	263	20	without	without	ADP
brj-24958	263	21	timber	timber	NOUN
brj-24958	263	22	failure	failure	NOUN
brj-24958	263	23	.	.	PUNCT
brj-24958	264	1	peer	peer	NOUN
brj-24958	264	2	-	-	PUNCT
brj-24958	264	3	reviewed	review	VERB
brj-24958	264	4	article	article	NOUN
brj-24958	264	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	264	6	yang	yang	PROPN
brj-24958	264	7	et	et	PROPN
brj-24958	264	8	al	al	PROPN
brj-24958	264	9	.	.	PROPN
brj-24958	265	1	(	(	PUNCT
brj-24958	265	2	2025	2025	NUM
brj-24958	265	3	)	)	PUNCT
brj-24958	265	4	.	.	PUNCT
brj-24958	266	1	“	"	PUNCT
brj-24958	266	2	glulam	glulam	NOUN
brj-24958	266	3	-	-	PUNCT
brj-24958	266	4	concrete	concrete	ADJ
brj-24958	266	5	connectors	connector	NOUN
brj-24958	266	6	,	,	PUNCT
brj-24958	266	7	”	"	PUNCT
brj-24958	266	8	bioresources	bioresource	NOUN
brj-24958	266	9	20(4	20(4	NOUN
brj-24958	266	10	)	)	PUNCT
brj-24958	266	11	,	,	PUNCT
brj-24958	266	12	10460	10460	NUM
brj-24958	266	13	-	-	SYM
brj-24958	266	14	10486	10486	NUM
brj-24958	266	15	.	.	PUNCT
brj-24958	267	1	10475	10475	NUM
brj-24958	267	2	fig	fig	NOUN
brj-24958	267	3	.	.	PUNCT
brj-24958	268	1	12	12	NUM
brj-24958	268	2	.	.	PUNCT
brj-24958	269	1	parameter	parameter	NOUN
brj-24958	269	2	analysis	analysis	NOUN
brj-24958	269	3	of	of	ADP
brj-24958	269	4	gl	gl	PROPN
brj-24958	269	5	series	series	PROPN
brj-24958	269	6	specimens	specimen	NOUN
brj-24958	269	7	:	:	PUNCT
brj-24958	269	8	(	(	PUNCT
brj-24958	269	9	a	a	X
brj-24958	269	10	)	)	PUNCT
brj-24958	269	11	load	load	NOUN
brj-24958	269	12	slip	slip	NOUN
brj-24958	269	13	curves	curve	NOUN
brj-24958	269	14	,	,	PUNCT
brj-24958	269	15	(	(	PUNCT
brj-24958	269	16	b	b	X
brj-24958	269	17	)	)	PUNCT
brj-24958	269	18	comparison	comparison	NOUN
brj-24958	269	19	of	of	ADP
brj-24958	269	20	the	the	DET
brj-24958	269	21	stiffness	stiffness	NOUN
brj-24958	269	22	and	and	CCONJ
brj-24958	269	23	load	load	NOUN
brj-24958	269	24	carrying	carry	VERB
brj-24958	269	25	capacity	capacity	NOUN
brj-24958	269	26	of	of	ADP
brj-24958	269	27	gl	gl	NOUN
brj-24958	269	28	connections	connection	NOUN
brj-24958	269	29	with	with	ADP
brj-24958	269	30	different	different	ADJ
brj-24958	269	31	diameters	diameter	NOUN
brj-24958	269	32	,	,	PUNCT
brj-24958	269	33	and	and	CCONJ
brj-24958	269	34	(	(	PUNCT
brj-24958	269	35	c	c	X
brj-24958	269	36	)	)	PUNCT
brj-24958	269	37	comparison	comparison	NOUN
brj-24958	269	38	of	of	ADP
brj-24958	269	39	the	the	DET
brj-24958	269	40	stiffness	stiffness	NOUN
brj-24958	269	41	and	and	CCONJ
brj-24958	269	42	load	load	NOUN
brj-24958	269	43	carrying	carry	VERB
brj-24958	269	44	capacity	capacity	NOUN
brj-24958	269	45	of	of	ADP
brj-24958	269	46	gl	gl	NOUN
brj-24958	269	47	connections	connection	NOUN
brj-24958	269	48	with	with	ADP
brj-24958	269	49	different	different	ADJ
brj-24958	269	50	embedment	embedment	ADJ
brj-24958	269	51	lengths	length	NOUN
brj-24958	269	52	fig	fig	NOUN
brj-24958	269	53	.	.	PUNCT
brj-24958	270	1	13	13	NUM
brj-24958	270	2	.	.	PUNCT
brj-24958	271	1	the	the	DET
brj-24958	271	2	results	result	NOUN
brj-24958	271	3	of	of	ADP
brj-24958	271	4	parameter	parameter	NOUN
brj-24958	271	5	analysis	analysis	NOUN
brj-24958	271	6	of	of	ADP
brj-24958	271	7	rg	rg	PROPN
brj-24958	271	8	series	series	PROPN
brj-24958	271	9	specimens	specimens	PROPN
brj-24958	271	10	:	:	PUNCT
brj-24958	271	11	(	(	PUNCT
brj-24958	271	12	a	a	X
brj-24958	271	13	)	)	PUNCT
brj-24958	271	14	load	load	NOUN
brj-24958	271	15	slip	slip	NOUN
brj-24958	271	16	curves	curve	NOUN
brj-24958	271	17	,	,	PUNCT
brj-24958	271	18	(	(	PUNCT
brj-24958	271	19	b	b	X
brj-24958	271	20	)	)	PUNCT
brj-24958	271	21	comparison	comparison	NOUN
brj-24958	271	22	of	of	ADP
brj-24958	271	23	the	the	DET
brj-24958	271	24	stiffness	stiffness	NOUN
brj-24958	271	25	and	and	CCONJ
brj-24958	271	26	load	load	NOUN
brj-24958	271	27	carrying	carry	VERB
brj-24958	271	28	capacity	capacity	NOUN
brj-24958	271	29	of	of	ADP
brj-24958	271	30	rg	rg	PROPN
brj-24958	271	31	connections	connection	NOUN
brj-24958	271	32	with	with	ADP
brj-24958	271	33	different	different	ADJ
brj-24958	271	34	notch	notch	ADJ
brj-24958	271	35	size	size	NOUN
brj-24958	271	36	,	,	PUNCT
brj-24958	271	37	and	and	CCONJ
brj-24958	271	38	(	(	PUNCT
brj-24958	271	39	c	c	X
brj-24958	271	40	)	)	PUNCT
brj-24958	271	41	comparison	comparison	NOUN
brj-24958	271	42	of	of	ADP
brj-24958	271	43	the	the	DET
brj-24958	271	44	stiffness	stiffness	NOUN
brj-24958	271	45	and	and	CCONJ
brj-24958	271	46	load	load	NOUN
brj-24958	271	47	carrying	carry	VERB
brj-24958	271	48	capacity	capacity	NOUN
brj-24958	271	49	of	of	ADP
brj-24958	271	50	rg	rg	PROPN
brj-24958	271	51	connections	connection	NOUN
brj-24958	271	52	with	with	ADP
brj-24958	271	53	different	different	ADJ
brj-24958	271	54	embedment	embedment	ADJ
brj-24958	271	55	lengths	length	NOUN
brj-24958	271	56	peer	peer	NOUN
brj-24958	271	57	-	-	PUNCT
brj-24958	271	58	reviewed	review	VERB
brj-24958	271	59	article	article	NOUN
brj-24958	271	60	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	271	61	yang	yang	PROPN
brj-24958	271	62	et	et	PROPN
brj-24958	271	63	al	al	PROPN
brj-24958	271	64	.	.	PROPN
brj-24958	272	1	(	(	PUNCT
brj-24958	272	2	2025	2025	NUM
brj-24958	272	3	)	)	PUNCT
brj-24958	272	4	.	.	PUNCT
brj-24958	273	1	“	"	PUNCT
brj-24958	273	2	glulam	glulam	NOUN
brj-24958	273	3	-	-	PUNCT
brj-24958	273	4	concrete	concrete	ADJ
brj-24958	273	5	connectors	connector	NOUN
brj-24958	273	6	,	,	PUNCT
brj-24958	273	7	”	"	PUNCT
brj-24958	273	8	bioresources	bioresource	NOUN
brj-24958	273	9	20(4	20(4	NOUN
brj-24958	273	10	)	)	PUNCT
brj-24958	273	11	,	,	PUNCT
brj-24958	273	12	10460	10460	NUM
brj-24958	273	13	-	-	SYM
brj-24958	273	14	10486	10486	NUM
brj-24958	273	15	.	.	PUNCT
brj-24958	274	1	10476	10476	NUM
brj-24958	274	2	figure	figure	NOUN
brj-24958	274	3	12(c	12(c	NUM
brj-24958	274	4	)	)	PUNCT
brj-24958	274	5	compares	compare	VERB
brj-24958	274	6	the	the	DET
brj-24958	274	7	mechanical	mechanical	ADJ
brj-24958	274	8	behavior	behavior	NOUN
brj-24958	274	9	under	under	ADP
brj-24958	274	10	different	different	ADJ
brj-24958	274	11	gir	gir	ADJ
brj-24958	274	12	embedment	embedment	ADJ
brj-24958	274	13	lengths	length	NOUN
brj-24958	274	14	.	.	PUNCT
brj-24958	275	1	the	the	DET
brj-24958	275	2	results	result	NOUN
brj-24958	275	3	demonstrate	demonstrate	VERB
brj-24958	275	4	that	that	SCONJ
brj-24958	275	5	stiffness	stiffness	NOUN
brj-24958	275	6	diminished	diminish	VERB
brj-24958	275	7	progressively	progressively	ADV
brj-24958	275	8	as	as	SCONJ
brj-24958	275	9	the	the	DET
brj-24958	275	10	embedment	embedment	ADJ
brj-24958	275	11	length	length	NOUN
brj-24958	275	12	was	be	AUX
brj-24958	275	13	increased	increase	VERB
brj-24958	275	14	from	from	ADP
brj-24958	275	15	150	150	NUM
brj-24958	275	16	mm	mm	NOUN
brj-24958	275	17	to	to	ADP
brj-24958	275	18	210	210	NUM
brj-24958	275	19	mm	mm	NOUN
brj-24958	275	20	.	.	PUNCT
brj-24958	276	1	shorter	short	ADJ
brj-24958	276	2	embedment	embedment	ADJ
brj-24958	276	3	lengths	length	NOUN
brj-24958	276	4	enhanced	enhance	VERB
brj-24958	276	5	the	the	DET
brj-24958	276	6	confinement	confinement	ADJ
brj-24958	276	7	effect	effect	NOUN
brj-24958	276	8	exerted	exert	VERB
brj-24958	276	9	by	by	ADP
brj-24958	276	10	both	both	CCONJ
brj-24958	276	11	concrete	concrete	ADJ
brj-24958	276	12	and	and	CCONJ
brj-24958	276	13	timber	timber	NOUN
brj-24958	276	14	on	on	ADP
brj-24958	276	15	the	the	DET
brj-24958	276	16	reinforcing	reinforce	VERB
brj-24958	276	17	bar	bar	NOUN
brj-24958	276	18	,	,	PUNCT
brj-24958	276	19	thereby	thereby	ADV
brj-24958	276	20	improving	improve	VERB
brj-24958	276	21	stiffness	stiffness	NOUN
brj-24958	276	22	.	.	PUNCT
brj-24958	277	1	however	however	ADV
brj-24958	277	2	,	,	PUNCT
brj-24958	277	3	the	the	DET
brj-24958	277	4	load	load	NOUN
brj-24958	277	5	-	-	PUNCT
brj-24958	277	6	bearing	bear	VERB
brj-24958	277	7	capacity	capacity	NOUN
brj-24958	277	8	did	do	AUX
brj-24958	277	9	not	not	PART
brj-24958	277	10	exhibit	exhibit	VERB
brj-24958	277	11	a	a	DET
brj-24958	277	12	strictly	strictly	ADV
brj-24958	277	13	decreasing	decrease	VERB
brj-24958	277	14	trend	trend	NOUN
brj-24958	277	15	with	with	ADP
brj-24958	277	16	longer	long	ADJ
brj-24958	277	17	embedment	embedment	ADJ
brj-24958	277	18	lengths	length	NOUN
brj-24958	277	19	.	.	PUNCT
brj-24958	278	1	notably	notably	ADV
brj-24958	278	2	,	,	PUNCT
brj-24958	278	3	the	the	DET
brj-24958	278	4	150	150	NUM
brj-24958	278	5	mm	mm	NOUN
brj-24958	278	6	embedment	embedment	ADJ
brj-24958	278	7	length	length	NOUN
brj-24958	278	8	achieved	achieve	VERB
brj-24958	278	9	the	the	DET
brj-24958	278	10	highest	high	ADJ
brj-24958	278	11	load	load	NOUN
brj-24958	278	12	-	-	PUNCT
brj-24958	278	13	bearing	bear	VERB
brj-24958	278	14	capacity	capacity	NOUN
brj-24958	278	15	,	,	PUNCT
brj-24958	278	16	which	which	PRON
brj-24958	278	17	was	be	AUX
brj-24958	278	18	likely	likely	ADJ
brj-24958	278	19	due	due	ADJ
brj-24958	278	20	to	to	ADP
brj-24958	278	21	enhanced	enhanced	ADJ
brj-24958	278	22	bond	bond	NOUN
brj-24958	278	23	strength	strength	NOUN
brj-24958	278	24	and	and	CCONJ
brj-24958	278	25	anchorage	anchorage	NOUN
brj-24958	278	26	efficiency	efficiency	NOUN
brj-24958	278	27	within	within	ADP
brj-24958	278	28	a	a	DET
brj-24958	278	29	confined	confine	VERB
brj-24958	278	30	zone	zone	NOUN
brj-24958	278	31	.	.	PUNCT
brj-24958	279	1	conversely	conversely	ADV
brj-24958	279	2	,	,	PUNCT
brj-24958	279	3	longer	long	ADV
brj-24958	279	4	embedment	embedment	ADJ
brj-24958	279	5	lengths	length	NOUN
brj-24958	279	6	(	(	PUNCT
brj-24958	279	7	e.g.	e.g.	ADV
brj-24958	279	8	,	,	PUNCT
brj-24958	279	9	210	210	NUM
brj-24958	279	10	mm	mm	NOUN
brj-24958	279	11	)	)	PUNCT
brj-24958	279	12	still	still	ADV
brj-24958	279	13	maintained	maintain	VERB
brj-24958	279	14	acceptable	acceptable	ADJ
brj-24958	279	15	load	load	NOUN
brj-24958	279	16	-	-	PUNCT
brj-24958	279	17	bearing	bear	VERB
brj-24958	279	18	performance	performance	NOUN
brj-24958	279	19	by	by	ADP
brj-24958	279	20	facilitating	facilitate	VERB
brj-24958	279	21	the	the	DET
brj-24958	279	22	formation	formation	NOUN
brj-24958	279	23	of	of	ADP
brj-24958	279	24	a	a	DET
brj-24958	279	25	more	more	ADV
brj-24958	279	26	extensive	extensive	ADJ
brj-24958	279	27	and	and	CCONJ
brj-24958	279	28	stable	stable	ADJ
brj-24958	279	29	anchorage	anchorage	NOUN
brj-24958	279	30	system	system	NOUN
brj-24958	279	31	.	.	PUNCT
brj-24958	280	1	in	in	ADP
brj-24958	280	2	summary	summary	NOUN
brj-24958	280	3	,	,	PUNCT
brj-24958	280	4	the	the	DET
brj-24958	280	5	selection	selection	NOUN
brj-24958	280	6	of	of	ADP
brj-24958	280	7	embedment	embedment	ADJ
brj-24958	280	8	length	length	NOUN
brj-24958	280	9	should	should	AUX
brj-24958	280	10	be	be	AUX
brj-24958	280	11	carefully	carefully	ADV
brj-24958	280	12	optimized	optimize	VERB
brj-24958	280	13	to	to	PART
brj-24958	280	14	achieve	achieve	VERB
brj-24958	280	15	an	an	DET
brj-24958	280	16	appropriate	appropriate	ADJ
brj-24958	280	17	balance	balance	NOUN
brj-24958	280	18	between	between	ADP
brj-24958	280	19	stiffness	stiffness	NOUN
brj-24958	280	20	and	and	CCONJ
brj-24958	280	21	load	load	NOUN
brj-24958	280	22	-	-	PUNCT
brj-24958	280	23	bearing	bear	VERB
brj-24958	280	24	capacity	capacity	NOUN
brj-24958	280	25	,	,	PUNCT
brj-24958	280	26	tailored	tailor	VERB
brj-24958	280	27	to	to	ADP
brj-24958	280	28	the	the	DET
brj-24958	280	29	specific	specific	ADJ
brj-24958	280	30	demands	demand	NOUN
brj-24958	280	31	of	of	ADP
brj-24958	280	32	the	the	DET
brj-24958	280	33	engineering	engineering	NOUN
brj-24958	280	34	application	application	NOUN
brj-24958	280	35	.	.	PUNCT
brj-24958	281	1	fig	fig	NOUN
brj-24958	281	2	.	.	PUNCT
brj-24958	282	1	14	14	NUM
brj-24958	282	2	.	.	PUNCT
brj-24958	283	1	the	the	DET
brj-24958	283	2	contact	contact	NOUN
brj-24958	283	3	force	force	NOUN
brj-24958	283	4	distribution	distribution	NOUN
brj-24958	283	5	at	at	ADP
brj-24958	283	6	the	the	DET
brj-24958	283	7	timber	timber	NOUN
brj-24958	283	8	interface	interface	NOUN
brj-24958	283	9	fig	fig	NOUN
brj-24958	283	10	.	.	PUNCT
brj-24958	284	1	15	15	NUM
brj-24958	284	2	.	.	PUNCT
brj-24958	285	1	distribution	distribution	NOUN
brj-24958	285	2	of	of	ADP
brj-24958	285	3	principal	principal	ADJ
brj-24958	285	4	stresses	stress	NOUN
brj-24958	285	5	in	in	ADP
brj-24958	285	6	timber	timber	NOUN
brj-24958	285	7	peer	peer	NOUN
brj-24958	285	8	-	-	PUNCT
brj-24958	285	9	reviewed	review	VERB
brj-24958	285	10	article	article	NOUN
brj-24958	285	11	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	285	12	yang	yang	PROPN
brj-24958	285	13	et	et	PROPN
brj-24958	285	14	al	al	PROPN
brj-24958	285	15	.	.	PROPN
brj-24958	286	1	(	(	PUNCT
brj-24958	286	2	2025	2025	NUM
brj-24958	286	3	)	)	PUNCT
brj-24958	286	4	.	.	PUNCT
brj-24958	287	1	“	"	PUNCT
brj-24958	287	2	glulam	glulam	NOUN
brj-24958	287	3	-	-	PUNCT
brj-24958	287	4	concrete	concrete	ADJ
brj-24958	287	5	connectors	connector	NOUN
brj-24958	287	6	,	,	PUNCT
brj-24958	287	7	”	"	PUNCT
brj-24958	287	8	bioresources	bioresource	NOUN
brj-24958	287	9	20(4	20(4	NOUN
brj-24958	287	10	)	)	PUNCT
brj-24958	287	11	,	,	PUNCT
brj-24958	287	12	10460	10460	NUM
brj-24958	287	13	-	-	SYM
brj-24958	287	14	10486	10486	NUM
brj-24958	287	15	.	.	PUNCT
brj-24958	288	1	10477	10477	NUM
brj-24958	288	2	different	different	ADJ
brj-24958	288	3	type	type	NOUN
brj-24958	288	4	connection	connection	NOUN
brj-24958	288	5	the	the	DET
brj-24958	288	6	fe	fe	X
brj-24958	288	7	parametric	parametric	ADJ
brj-24958	288	8	analysis	analysis	NOUN
brj-24958	288	9	results	result	NOUN
brj-24958	288	10	of	of	ADP
brj-24958	288	11	the	the	DET
brj-24958	288	12	tcc	tcc	PROPN
brj-24958	288	13	connection	connection	NOUN
brj-24958	288	14	with	with	ADP
brj-24958	288	15	gir	gir	PROPN
brj-24958	288	16	and	and	CCONJ
brj-24958	288	17	notches	notch	NOUN
brj-24958	288	18	exhibited	exhibit	VERB
brj-24958	288	19	distinct	distinct	ADJ
brj-24958	288	20	trends	trend	NOUN
brj-24958	288	21	across	across	ADP
brj-24958	288	22	different	different	ADJ
brj-24958	288	23	notch	notch	ADJ
brj-24958	288	24	sizes	size	NOUN
brj-24958	288	25	.	.	PUNCT
brj-24958	289	1	concerning	concern	VERB
brj-24958	289	2	load	load	NOUN
brj-24958	289	3	capacity	capacity	NOUN
brj-24958	289	4	(	(	PUNCT
brj-24958	289	5	fig	fig	NOUN
brj-24958	289	6	.	.	PUNCT
brj-24958	290	1	16	16	NUM
brj-24958	290	2	(	(	PUNCT
brj-24958	290	3	a	a	NOUN
brj-24958	290	4	)	)	PUNCT
brj-24958	290	5	)	)	PUNCT
brj-24958	290	6	,	,	PUNCT
brj-24958	291	1	as	as	SCONJ
brj-24958	291	2	the	the	DET
brj-24958	291	3	notch	notch	ADJ
brj-24958	291	4	size	size	NOUN
brj-24958	291	5	was	be	AUX
brj-24958	291	6	increased	increase	VERB
brj-24958	291	7	from	from	ADP
brj-24958	291	8	0	0	NUM
brj-24958	291	9	to	to	ADP
brj-24958	291	10	50	50	NUM
brj-24958	291	11	mm	mm	NOUN
brj-24958	291	12	,	,	PUNCT
brj-24958	291	13	the	the	DET
brj-24958	291	14	load	load	NOUN
brj-24958	291	15	initially	initially	ADV
brj-24958	291	16	exhibited	exhibit	VERB
brj-24958	291	17	an	an	DET
brj-24958	291	18	upward	upward	ADJ
brj-24958	291	19	trend	trend	NOUN
brj-24958	291	20	.	.	PUNCT
brj-24958	292	1	this	this	DET
brj-24958	292	2	initial	initial	ADJ
brj-24958	292	3	increase	increase	NOUN
brj-24958	292	4	was	be	AUX
brj-24958	292	5	likely	likely	ADV
brj-24958	292	6	attributable	attributable	ADJ
brj-24958	292	7	to	to	ADP
brj-24958	292	8	the	the	DET
brj-24958	292	9	alleviation	alleviation	NOUN
brj-24958	292	10	of	of	ADP
brj-24958	292	11	initial	initial	ADJ
brj-24958	292	12	stress	stress	NOUN
brj-24958	292	13	concentration	concentration	NOUN
brj-24958	292	14	and	and	CCONJ
brj-24958	292	15	enhanced	enhanced	ADJ
brj-24958	292	16	efficiency	efficiency	NOUN
brj-24958	292	17	in	in	ADP
brj-24958	292	18	load	load	NOUN
brj-24958	292	19	transfer	transfer	NOUN
brj-24958	292	20	.	.	PUNCT
brj-24958	293	1	however	however	ADV
brj-24958	293	2	,	,	PUNCT
brj-24958	293	3	when	when	SCONJ
brj-24958	293	4	the	the	DET
brj-24958	293	5	notch	notch	ADJ
brj-24958	293	6	size	size	NOUN
brj-24958	293	7	surpassed	surpass	VERB
brj-24958	293	8	100	100	NUM
brj-24958	293	9	mm	mm	NOUN
brj-24958	293	10	,	,	PUNCT
brj-24958	293	11	the	the	DET
brj-24958	293	12	load	load	NOUN
brj-24958	293	13	reached	reach	VERB
brj-24958	293	14	a	a	DET
brj-24958	293	15	plateau	plateau	NOUN
brj-24958	293	16	and	and	CCONJ
brj-24958	293	17	experienced	experience	VERB
brj-24958	293	18	slight	slight	ADJ
brj-24958	293	19	fluctuations	fluctuation	NOUN
brj-24958	293	20	.	.	PUNCT
brj-24958	294	1	this	this	DET
brj-24958	294	2	phenomenon	phenomenon	NOUN
brj-24958	294	3	can	can	AUX
brj-24958	294	4	be	be	AUX
brj-24958	294	5	explained	explain	VERB
brj-24958	294	6	by	by	ADP
brj-24958	294	7	the	the	DET
brj-24958	294	8	progressive	progressive	ADJ
brj-24958	294	9	reduction	reduction	NOUN
brj-24958	294	10	in	in	ADP
brj-24958	294	11	the	the	DET
brj-24958	294	12	effective	effective	ADJ
brj-24958	294	13	load	load	NOUN
brj-24958	294	14	-	-	PUNCT
brj-24958	294	15	bearing	bear	VERB
brj-24958	294	16	area	area	NOUN
brj-24958	294	17	of	of	ADP
brj-24958	294	18	the	the	DET
brj-24958	294	19	connection	connection	NOUN
brj-24958	294	20	,	,	PUNCT
brj-24958	294	21	where	where	SCONJ
brj-24958	294	22	the	the	DET
brj-24958	294	23	positive	positive	ADJ
brj-24958	294	24	effects	effect	NOUN
brj-24958	294	25	of	of	ADP
brj-24958	294	26	stress	stress	NOUN
brj-24958	294	27	redistribution	redistribution	NOUN
brj-24958	294	28	were	be	AUX
brj-24958	294	29	offset	offset	VERB
brj-24958	294	30	by	by	ADP
brj-24958	294	31	the	the	DET
brj-24958	294	32	escalating	escalate	VERB
brj-24958	294	33	damage	damage	NOUN
brj-24958	294	34	to	to	ADP
brj-24958	294	35	the	the	DET
brj-24958	294	36	structural	structural	ADJ
brj-24958	294	37	integrity	integrity	NOUN
brj-24958	294	38	.	.	PUNCT
brj-24958	295	1	the	the	DET
brj-24958	295	2	stiffness	stiffness	NOUN
brj-24958	295	3	initially	initially	ADV
brj-24958	295	4	increased	increase	VERB
brj-24958	295	5	up	up	ADP
brj-24958	295	6	to	to	ADP
brj-24958	295	7	a	a	DET
brj-24958	295	8	notch	notch	ADJ
brj-24958	295	9	size	size	NOUN
brj-24958	295	10	of	of	ADP
brj-24958	295	11	100	100	NUM
brj-24958	295	12	mm	mm	NOUN
brj-24958	295	13	(	(	PUNCT
brj-24958	295	14	fig	fig	NOUN
brj-24958	295	15	.	.	PUNCT
brj-24958	296	1	16	16	NUM
brj-24958	296	2	(	(	PUNCT
brj-24958	296	3	b	b	NOUN
brj-24958	296	4	)	)	PUNCT
brj-24958	296	5	)	)	PUNCT
brj-24958	296	6	,	,	PUNCT
brj-24958	296	7	which	which	PRON
brj-24958	296	8	was	be	AUX
brj-24958	296	9	likely	likely	ADJ
brj-24958	296	10	due	due	ADP
brj-24958	296	11	to	to	ADP
brj-24958	296	12	the	the	DET
brj-24958	296	13	smaller	small	ADJ
brj-24958	296	14	notch	notch	NOUN
brj-24958	296	15	facilitating	facilitate	VERB
brj-24958	296	16	partial	partial	ADJ
brj-24958	296	17	stress	stress	NOUN
brj-24958	296	18	concentration	concentration	NOUN
brj-24958	296	19	alleviation	alleviation	NOUN
brj-24958	296	20	while	while	SCONJ
brj-24958	296	21	maintaining	maintain	VERB
brj-24958	296	22	the	the	DET
brj-24958	296	23	overall	overall	ADJ
brj-24958	296	24	structural	structural	ADJ
brj-24958	296	25	rigidity	rigidity	NOUN
brj-24958	296	26	.	.	PUNCT
brj-24958	297	1	beyond	beyond	ADP
brj-24958	297	2	this	this	DET
brj-24958	297	3	threshold	threshold	NOUN
brj-24958	297	4	,	,	PUNCT
brj-24958	297	5	further	further	ADJ
brj-24958	297	6	enlargement	enlargement	NOUN
brj-24958	297	7	of	of	ADP
brj-24958	297	8	the	the	DET
brj-24958	297	9	notch	notch	ADJ
brj-24958	297	10	size	size	NOUN
brj-24958	297	11	led	lead	VERB
brj-24958	297	12	to	to	ADP
brj-24958	297	13	a	a	DET
brj-24958	297	14	decrease	decrease	NOUN
brj-24958	297	15	in	in	ADP
brj-24958	297	16	stiffness	stiffness	NOUN
brj-24958	297	17	.	.	PUNCT
brj-24958	298	1	this	this	DET
brj-24958	298	2	reduction	reduction	NOUN
brj-24958	298	3	was	be	AUX
brj-24958	298	4	probably	probably	ADV
brj-24958	298	5	attributable	attributable	ADJ
brj-24958	298	6	to	to	ADP
brj-24958	298	7	excessive	excessive	ADJ
brj-24958	298	8	material	material	NOUN
brj-24958	298	9	removal	removal	NOUN
brj-24958	298	10	,	,	PUNCT
brj-24958	298	11	which	which	PRON
brj-24958	298	12	diminished	diminish	VERB
brj-24958	298	13	the	the	DET
brj-24958	298	14	connection	connection	NOUN
brj-24958	298	15	’s	’s	PART
brj-24958	298	16	capacity	capacity	NOUN
brj-24958	298	17	to	to	PART
brj-24958	298	18	resist	resist	VERB
brj-24958	298	19	deformation	deformation	NOUN
brj-24958	298	20	under	under	ADP
brj-24958	298	21	applied	apply	VERB
brj-24958	298	22	loads	load	NOUN
brj-24958	298	23	.	.	PUNCT
brj-24958	299	1	fig	fig	NOUN
brj-24958	299	2	.	.	PUNCT
brj-24958	300	1	16	16	NUM
brj-24958	300	2	.	.	PUNCT
brj-24958	301	1	the	the	DET
brj-24958	301	2	results	result	NOUN
brj-24958	301	3	of	of	ADP
brj-24958	301	4	parameter	parameter	NOUN
brj-24958	301	5	analysis	analysis	NOUN
brj-24958	301	6	of	of	ADP
brj-24958	301	7	different	different	ADJ
brj-24958	301	8	series	series	NOUN
brj-24958	301	9	specimens	specimen	NOUN
brj-24958	301	10	:	:	PUNCT
brj-24958	301	11	(	(	PUNCT
brj-24958	301	12	a	a	X
brj-24958	301	13	)	)	PUNCT
brj-24958	301	14	load	load	NOUN
brj-24958	301	15	,	,	PUNCT
brj-24958	301	16	(	(	PUNCT
brj-24958	301	17	b	b	NOUN
brj-24958	301	18	)	)	PUNCT
brj-24958	301	19	stiffness	stiffness	NOUN
brj-24958	301	20	,	,	PUNCT
brj-24958	301	21	and	and	CCONJ
brj-24958	301	22	(	(	PUNCT
brj-24958	301	23	c	c	NOUN
brj-24958	301	24	)	)	PUNCT
brj-24958	301	25	ductility	ductility	NOUN
brj-24958	301	26	factor	factor	NOUN
brj-24958	301	27	.	.	PUNCT
brj-24958	302	1	in	in	ADP
brj-24958	302	2	terms	term	NOUN
brj-24958	302	3	of	of	ADP
brj-24958	302	4	ductility	ductility	NOUN
brj-24958	302	5	(	(	PUNCT
brj-24958	302	6	fig	fig	NOUN
brj-24958	302	7	.	.	PUNCT
brj-24958	302	8	16(c	16(c	NUM
brj-24958	302	9	)	)	PUNCT
brj-24958	302	10	)	)	PUNCT
brj-24958	302	11	,	,	PUNCT
brj-24958	302	12	the	the	DET
brj-24958	302	13	trend	trend	NOUN
brj-24958	302	14	was	be	AUX
brj-24958	302	15	particularly	particularly	ADV
brj-24958	302	16	pronounced	pronounce	VERB
brj-24958	302	17	.	.	PUNCT
brj-24958	303	1	the	the	DET
brj-24958	303	2	ductility	ductility	NOUN
brj-24958	303	3	factor	factor	NOUN
brj-24958	303	4	exhibited	exhibit	VERB
brj-24958	303	5	a	a	DET
brj-24958	303	6	sharp	sharp	ADJ
brj-24958	303	7	decrease	decrease	NOUN
brj-24958	303	8	as	as	ADP
brj-24958	303	9	the	the	DET
brj-24958	303	10	notch	notch	ADJ
brj-24958	303	11	size	size	NOUN
brj-24958	303	12	increases	increase	VERB
brj-24958	303	13	from	from	ADP
brj-24958	303	14	0	0	NUM
brj-24958	303	15	to	to	ADP
brj-24958	303	16	50	50	NUM
brj-24958	303	17	mm	mm	NOUN
brj-24958	303	18	,	,	PUNCT
brj-24958	303	19	followed	follow	VERB
brj-24958	303	20	by	by	ADP
brj-24958	303	21	a	a	DET
brj-24958	303	22	continued	continue	VERB
brj-24958	303	23	decline	decline	NOUN
brj-24958	303	24	at	at	ADP
brj-24958	303	25	a	a	DET
brj-24958	303	26	reduced	reduce	VERB
brj-24958	303	27	rate	rate	NOUN
brj-24958	303	28	as	as	SCONJ
brj-24958	303	29	the	the	DET
brj-24958	303	30	notch	notch	ADJ
brj-24958	303	31	dimensions	dimension	NOUN
brj-24958	303	32	further	far	ADV
brj-24958	303	33	expand	expand	VERB
brj-24958	303	34	.	.	PUNCT
brj-24958	304	1	the	the	DET
brj-24958	304	2	initial	initial	ADJ
brj-24958	304	3	steep	steep	ADJ
brj-24958	304	4	reduction	reduction	NOUN
brj-24958	304	5	indicates	indicate	VERB
brj-24958	304	6	that	that	SCONJ
brj-24958	304	7	even	even	ADV
brj-24958	304	8	minor	minor	ADJ
brj-24958	304	9	notching	notching	NOUN
brj-24958	304	10	can	can	AUX
brj-24958	304	11	substantially	substantially	ADV
brj-24958	304	12	impair	impair	VERB
brj-24958	304	13	the	the	DET
brj-24958	304	14	connection	connection	NOUN
brj-24958	304	15	’s	’s	PART
brj-24958	304	16	ductility	ductility	NOUN
brj-24958	304	17	by	by	ADP
brj-24958	304	18	introducing	introduce	VERB
brj-24958	304	19	stress	stress	NOUN
brj-24958	304	20	concentration	concentration	NOUN
brj-24958	304	21	points	point	NOUN
brj-24958	304	22	that	that	PRON
brj-24958	304	23	impede	impede	VERB
brj-24958	304	24	plastic	plastic	ADJ
brj-24958	304	25	deformation	deformation	NOUN
brj-24958	304	26	.	.	PUNCT
brj-24958	305	1	the	the	DET
brj-24958	305	2	subsequent	subsequent	ADJ
brj-24958	305	3	more	more	ADV
brj-24958	305	4	gradual	gradual	ADJ
brj-24958	305	5	decrease	decrease	NOUN
brj-24958	305	6	suggests	suggest	VERB
brj-24958	305	7	that	that	SCONJ
brj-24958	305	8	while	while	SCONJ
brj-24958	305	9	additional	additional	ADJ
brj-24958	305	10	notch	notch	ADJ
brj-24958	305	11	enlargement	enlargement	NOUN
brj-24958	305	12	continues	continue	VERB
brj-24958	305	13	to	to	PART
brj-24958	305	14	degrade	degrade	VERB
brj-24958	305	15	ductility	ductility	NOUN
brj-24958	305	16	,	,	PUNCT
brj-24958	305	17	the	the	DET
brj-24958	305	18	rate	rate	NOUN
brj-24958	305	19	of	of	ADP
brj-24958	305	20	deterioration	deterioration	NOUN
brj-24958	305	21	slows	slow	VERB
brj-24958	305	22	as	as	SCONJ
brj-24958	305	23	the	the	DET
brj-24958	305	24	connection	connection	NOUN
brj-24958	305	25	's	's	PART
brj-24958	305	26	inherent	inherent	ADJ
brj-24958	305	27	deformation	deformation	NOUN
brj-24958	305	28	capacity	capacity	NOUN
brj-24958	305	29	becomes	become	VERB
brj-24958	305	30	significantly	significantly	ADV
brj-24958	305	31	compromised	compromise	VERB
brj-24958	305	32	.	.	PUNCT
brj-24958	306	1	prediction	prediction	NOUN
brj-24958	306	2	of	of	ADP
brj-24958	306	3	load	load	NOUN
brj-24958	306	4	capacity	capacity	NOUN
brj-24958	306	5	and	and	CCONJ
brj-24958	306	6	recommendations	recommendation	NOUN
brj-24958	306	7	gl	gl	PROPN
brj-24958	306	8	series	series	PROPN
brj-24958	306	9	three	three	NUM
brj-24958	306	10	distinct	distinct	ADJ
brj-24958	306	11	failure	failure	NOUN
brj-24958	306	12	modes	mode	NOUN
brj-24958	306	13	were	be	AUX
brj-24958	306	14	identified	identify	VERB
brj-24958	306	15	through	through	ADP
brj-24958	306	16	push	push	NOUN
brj-24958	306	17	-	-	PUNCT
brj-24958	306	18	out	out	ADP
brj-24958	306	19	tests	test	NOUN
brj-24958	306	20	and	and	CCONJ
brj-24958	306	21	fe	fe	NOUN
brj-24958	306	22	simulations	simulation	NOUN
brj-24958	306	23	,	,	PUNCT
brj-24958	306	24	which	which	PRON
brj-24958	306	25	exhibited	exhibit	VERB
brj-24958	306	26	strong	strong	ADJ
brj-24958	306	27	similarities	similarity	NOUN
brj-24958	306	28	to	to	ADP
brj-24958	306	29	the	the	DET
brj-24958	306	30	previously	previously	ADV
brj-24958	306	31	reported	report	VERB
brj-24958	306	32	failure	failure	NOUN
brj-24958	306	33	modes	mode	NOUN
brj-24958	306	34	of	of	ADP
brj-24958	306	35	tcc	tcc	PROPN
brj-24958	306	36	metal	metal	NOUN
brj-24958	306	37	connectors	connector	NOUN
brj-24958	306	38	(	(	PUNCT
brj-24958	306	39	cao	cao	PROPN
brj-24958	306	40	et	et	PROPN
brj-24958	306	41	al	al	PROPN
brj-24958	306	42	.	.	PROPN
brj-24958	306	43	2021b	2021b	NUM
brj-24958	306	44	)	)	PUNCT
brj-24958	306	45	.	.	PUNCT
brj-24958	307	1	as	as	SCONJ
brj-24958	307	2	shown	show	VERB
brj-24958	307	3	in	in	ADP
brj-24958	307	4	fig	fig	NOUN
brj-24958	307	5	.	.	PUNCT
brj-24958	308	1	17	17	NUM
brj-24958	308	2	,	,	PUNCT
brj-24958	308	3	these	these	DET
brj-24958	308	4	failure	failure	NOUN
brj-24958	308	5	modes	mode	NOUN
brj-24958	308	6	correspond	correspond	VERB
brj-24958	308	7	to	to	ADP
brj-24958	308	8	timber	timber	NOUN
brj-24958	308	9	embedment	embedment	ADJ
brj-24958	308	10	crushing	crushing	NOUN
brj-24958	308	11	,	,	PUNCT
brj-24958	308	12	single	single	ADJ
brj-24958	308	13	plastic	plastic	NOUN
brj-24958	308	14	hinge	hinge	NOUN
brj-24958	308	15	formation	formation	NOUN
brj-24958	308	16	,	,	PUNCT
brj-24958	308	17	and	and	CCONJ
brj-24958	308	18	double	double	ADJ
brj-24958	308	19	plastic	plastic	NOUN
brj-24958	308	20	hinge	hinge	NOUN
brj-24958	308	21	development	development	NOUN
brj-24958	308	22	,	,	PUNCT
brj-24958	308	23	respectively	respectively	ADV
brj-24958	308	24	.	.	PUNCT
brj-24958	309	1	peer	peer	NOUN
brj-24958	309	2	-	-	PUNCT
brj-24958	309	3	reviewed	review	VERB
brj-24958	309	4	article	article	NOUN
brj-24958	309	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	309	6	yang	yang	PROPN
brj-24958	309	7	et	et	PROPN
brj-24958	309	8	al	al	PROPN
brj-24958	309	9	.	.	PROPN
brj-24958	310	1	(	(	PUNCT
brj-24958	310	2	2025	2025	NUM
brj-24958	310	3	)	)	PUNCT
brj-24958	310	4	.	.	PUNCT
brj-24958	311	1	“	"	PUNCT
brj-24958	311	2	glulam	glulam	NOUN
brj-24958	311	3	-	-	PUNCT
brj-24958	311	4	concrete	concrete	ADJ
brj-24958	311	5	connectors	connector	NOUN
brj-24958	311	6	,	,	PUNCT
brj-24958	311	7	”	"	PUNCT
brj-24958	311	8	bioresources	bioresource	NOUN
brj-24958	311	9	20(4	20(4	NOUN
brj-24958	311	10	)	)	PUNCT
brj-24958	311	11	,	,	PUNCT
brj-24958	311	12	10460	10460	NUM
brj-24958	311	13	-	-	SYM
brj-24958	311	14	10486	10486	NUM
brj-24958	311	15	.	.	PUNCT
brj-24958	312	1	10478	10478	NUM
brj-24958	312	2	fig	fig	NOUN
brj-24958	312	3	.	.	PUNCT
brj-24958	313	1	17	17	NUM
brj-24958	313	2	.	.	PUNCT
brj-24958	314	1	mechanical	mechanical	ADJ
brj-24958	314	2	models	model	NOUN
brj-24958	314	3	of	of	ADP
brj-24958	314	4	typical	typical	ADJ
brj-24958	314	5	tcc	tcc	PROPN
brj-24958	314	6	metal	metal	NOUN
brj-24958	314	7	fastener	fastener	NOUN
brj-24958	314	8	failure	failure	NOUN
brj-24958	314	9	:	:	PUNCT
brj-24958	314	10	(	(	PUNCT
brj-24958	314	11	a	a	X
brj-24958	314	12	)	)	PUNCT
brj-24958	314	13	model	model	NOUN
brj-24958	314	14	i	i	PRON
brj-24958	314	15	:	:	PUNCT
brj-24958	314	16	timber	timber	PROPN
brj-24958	314	17	embedment	embedment	NOUN
brj-24958	314	18	crushing	crushing	NOUN
brj-24958	314	19	,	,	PUNCT
brj-24958	314	20	(	(	PUNCT
brj-24958	314	21	b	b	X
brj-24958	314	22	)	)	PUNCT
brj-24958	314	23	model	model	NOUN
brj-24958	314	24	ii	ii	PROPN
brj-24958	314	25	:	:	PUNCT
brj-24958	314	26	single	single	ADJ
brj-24958	314	27	-	-	PUNCT
brj-24958	314	28	plastic	plastic	NOUN
brj-24958	314	29	hinge	hinge	NOUN
brj-24958	314	30	formation	formation	NOUN
brj-24958	314	31	,	,	PUNCT
brj-24958	314	32	and	and	CCONJ
brj-24958	314	33	(	(	PUNCT
brj-24958	314	34	c	c	NOUN
brj-24958	314	35	)	)	PUNCT
brj-24958	314	36	model	model	NOUN
brj-24958	314	37	iii	iii	PROPN
brj-24958	314	38	:	:	PUNCT
brj-24958	314	39	double	double	ADJ
brj-24958	314	40	-	-	PUNCT
brj-24958	314	41	plastic	plastic	NOUN
brj-24958	314	42	hinge	hinge	NOUN
brj-24958	314	43	development	development	NOUN
brj-24958	314	44	the	the	DET
brj-24958	314	45	bearing	bearing	NOUN
brj-24958	314	46	capacity	capacity	NOUN
brj-24958	314	47	was	be	AUX
brj-24958	314	48	calculated	calculate	VERB
brj-24958	314	49	by	by	ADP
brj-24958	314	50	eq	eq	PROPN
brj-24958	314	51	.	.	PROPN
brj-24958	314	52	5	5	NUM
brj-24958	314	53	,	,	PUNCT
brj-24958	314	54	h	h	NOUN
brj-24958	314	55	,	,	PUNCT
brj-24958	314	56	t	t	PROPN
brj-24958	314	57	h	h	PROPN
brj-24958	314	58	t	t	PROPN
brj-24958	314	59	y	y	PROPN
brj-24958	314	60	t	t	PROPN
brj-24958	314	61	h	h	PROPN
brj-24958	314	62	,	,	PUNCT
brj-24958	314	63	t	t	PROPN
brj-24958	314	64	h	h	NOUN
brj-24958	314	65	2	2	NUM
brj-24958	314	66	y	y	PROPN
brj-24958	314	67	h	h	NOUN
brj-24958	314	68	,	,	PUNCT
brj-24958	314	69	t	t	PROPN
brj-24958	314	70	h	h	PROPN
brj-24958	314	71	h	h	PROPN
brj-24958	314	72	,	,	PUNCT
brj-24958	314	73	c	c	PROPN
brj-24958	314	74	h	h	NOUN
brj-24958	314	75	1	1	NUM
brj-24958	314	76	min	min	NOUN
brj-24958	314	77	2	2	NUM
brj-24958	314	78	(	(	PUNCT
brj-24958	314	79	1	1	NUM
brj-24958	314	80	2	2	NUM
brj-24958	314	81	)	)	PUNCT
brj-24958	314	82	2(2	2(2	NUM
brj-24958	314	83	1	1	NUM
brj-24958	314	84	)	)	PUNCT
brj-24958	314	85	2	2	NUM
brj-24958	314	86	1	1	NUM
brj-24958	314	87	4	4	NUM
brj-24958	314	88	4	4	NUM
brj-24958	314	89	(	(	PUNCT
brj-24958	314	90	1	1	NUM
brj-24958	314	91	)	)	PUNCT
brj-24958	314	92	4	4	NUM
brj-24958	314	93	g	g	NOUN
brj-24958	314	94	v	v	NUM
brj-24958	314	95	g	g	PROPN
brj-24958	314	96	f	f	PROPN
brj-24958	315	1	d	d	X
brj-24958	315	2	l	l	NOUN
brj-24958	315	3	m	m	VERB
brj-24958	315	4	fl	fl	INTJ
brj-24958	316	1	f	f	PROPN
brj-24958	316	2	f	f	PROPN
brj-24958	317	1	d	d	NOUN
brj-24958	317	2	m	m	VERB
brj-24958	317	3	f	f	NOUN
brj-24958	317	4	f	f	PROPN
brj-24958	317	5	d	d	X
brj-24958	317	6	f	f	PROPN
brj-24958	317	7	d	d	PROPN
brj-24958	317	8			X
brj-24958	317	9			X
brj-24958	317	10			X
brj-24958	317	11			X
brj-24958	317	12			X
brj-24958	317	13			X
brj-24958	317	14			X
brj-24958	317	15			ADP
brj-24958	317	16			NUM
brj-24958	317	17			NUM
brj-24958	317	18			DET
brj-24958	317	19			PROPN
brj-24958	317	20	+	+	PROPN
brj-24958	317	21	=	=	PUNCT
brj-24958	318	1	+	+	CCONJ
brj-24958	319	1	−	−	NUM
brj-24958	319	2	+	+	NOUN
brj-24958	319	3			NOUN
brj-24958	319	4			X
brj-24958	319	5	+	+	PUNCT
brj-24958	319	6	+	+	PUNCT
brj-24958	319	7	+	+	ADJ
brj-24958	319	8			NOUN
brj-24958	319	9			X
brj-24958	319	10			PROPN
brj-24958	319	11			PROPN
brj-24958	319	12			NUM
brj-24958	319	13			NUM
brj-24958	319	14	+	+	NOUN
brj-24958	319	15			NUM
brj-24958	319	16	+	+	ADJ
brj-24958	319	17			PROPN
brj-24958	319	18	(	(	PUNCT
brj-24958	319	19	5	5	NUM
brj-24958	319	20	)	)	PUNCT
brj-24958	319	21	where	where	SCONJ
brj-24958	319	22	fh	fh	PROPN
brj-24958	319	23	,	,	PUNCT
brj-24958	319	24	t	t	PROPN
brj-24958	319	25	is	be	AUX
brj-24958	319	26	the	the	DET
brj-24958	319	27	embedment	embedment	ADJ
brj-24958	319	28	strength	strength	NOUN
brj-24958	319	29	of	of	ADP
brj-24958	319	30	timber	timber	NOUN
brj-24958	319	31	(	(	PUNCT
brj-24958	319	32	mpa	mpa	PROPN
brj-24958	319	33	)	)	PUNCT
brj-24958	319	34	and	and	CCONJ
brj-24958	319	35	calculated	calculate	VERB
brj-24958	319	36	according	accord	VERB
brj-24958	319	37	to	to	ADP
brj-24958	319	38	eq	eq	PROPN
brj-24958	319	39	.	.	PROPN
brj-24958	319	40	6	6	NUM
brj-24958	319	41	,	,	PUNCT
brj-24958	319	42	dh	dh	NOUN
brj-24958	319	43	is	be	AUX
brj-24958	319	44	the	the	DET
brj-24958	319	45	drill	drill	NOUN
brj-24958	319	46	-	-	PUNCT
brj-24958	319	47	hole	hole	NOUN
brj-24958	319	48	diameter	diameter	NOUN
brj-24958	319	49	of	of	ADP
brj-24958	319	50	gir	gir	PROPN
brj-24958	319	51	in	in	ADP
brj-24958	319	52	timber	timber	NOUN
brj-24958	319	53	(	(	PUNCT
brj-24958	319	54	mm	mm	NOUN
brj-24958	319	55	)	)	PUNCT
brj-24958	319	56	,	,	PUNCT
brj-24958	319	57	lt	lt	PROPN
brj-24958	319	58	is	be	AUX
brj-24958	319	59	the	the	DET
brj-24958	319	60	length	length	NOUN
brj-24958	319	61	of	of	ADP
brj-24958	319	62	threaded	thread	VERB
brj-24958	319	63	rod	rod	NOUN
brj-24958	319	64	in	in	ADP
brj-24958	319	65	the	the	DET
brj-24958	319	66	timber	timber	NOUN
brj-24958	319	67	(	(	PUNCT
brj-24958	319	68	mm	mm	NOUN
brj-24958	319	69	)	)	PUNCT
brj-24958	319	70	,	,	PUNCT
brj-24958	319	71	fh	fh	PROPN
brj-24958	319	72	,	,	PUNCT
brj-24958	319	73	c	c	PROPN
brj-24958	319	74	is	be	AUX
brj-24958	319	75	the	the	DET
brj-24958	319	76	embedment	embedment	ADJ
brj-24958	319	77	strength	strength	NOUN
brj-24958	319	78	of	of	ADP
brj-24958	319	79	gir	gir	VERB
brj-24958	319	80	in	in	ADP
brj-24958	319	81	concrete	concrete	ADJ
brj-24958	319	82	(	(	PUNCT
brj-24958	319	83	mpa	mpa	PROPN
brj-24958	319	84	)	)	PUNCT
brj-24958	319	85	and	and	CCONJ
brj-24958	319	86	calculated	calculate	VERB
brj-24958	319	87	by	by	ADP
brj-24958	319	88	eq	eq	ADJ
brj-24958	319	89	.	.	PROPN
brj-24958	319	90	7	7	NUM
brj-24958	319	91	,	,	PUNCT
brj-24958	319	92	as	as	SCONJ
brj-24958	319	93	recommended	recommend	VERB
brj-24958	319	94	by	by	ADP
brj-24958	319	95	dias	dias	PROPN
brj-24958	319	96	et	et	PROPN
brj-24958	319	97	al	al	PROPN
brj-24958	319	98	.	.	PROPN
brj-24958	320	1	(	(	PUNCT
brj-24958	320	2	2018	2018	NUM
brj-24958	320	3	)	)	PUNCT
brj-24958	320	4	,	,	PUNCT
brj-24958	320	5	α	α	PROPN
brj-24958	320	6	=	=	SYM
brj-24958	320	7	fh	fh	PROPN
brj-24958	320	8	,	,	PUNCT
brj-24958	320	9	t	t	PROPN
brj-24958	320	10	/	/	SYM
brj-24958	320	11	fh	fh	PROPN
brj-24958	320	12	,	,	PUNCT
brj-24958	320	13	c	c	PROPN
brj-24958	320	14	,	,	PUNCT
brj-24958	320	15	my	my	PRON
brj-24958	320	16	is	be	AUX
brj-24958	320	17	the	the	DET
brj-24958	320	18	yield	yield	NOUN
brj-24958	320	19	moment	moment	NOUN
brj-24958	320	20	of	of	ADP
brj-24958	320	21	gir	gir	PROPN
brj-24958	320	22	and	and	CCONJ
brj-24958	320	23	calculated	calculate	VERB
brj-24958	320	24	by	by	ADP
brj-24958	320	25	eq	eq	PROPN
brj-24958	320	26	.	.	PROPN
brj-24958	320	27	8	8	NUM
brj-24958	320	28	(	(	PUNCT
brj-24958	320	29	blass	blass	NOUN
brj-24958	320	30	and	and	CCONJ
brj-24958	320	31	colling	colling	NOUN
brj-24958	320	32	2015	2015	NUM
brj-24958	320	33	)	)	PUNCT
brj-24958	320	34	,	,	PUNCT
brj-24958	320	35	and	and	CCONJ
brj-24958	320	36	fg	fg	PROPN
brj-24958	320	37	is	be	AUX
brj-24958	320	38	the	the	DET
brj-24958	320	39	pull	pull	VERB
brj-24958	320	40	-	-	PUNCT
brj-24958	320	41	out	out	ADP
brj-24958	320	42	capacity	capacity	NOUN
brj-24958	320	43	of	of	ADP
brj-24958	320	44	gir	gir	PROPN
brj-24958	320	45	glued	glue	VERB
brj-24958	320	46	in	in	ADP
brj-24958	320	47	perpendicular	perpendicular	ADJ
brj-24958	320	48	adopted	adopt	VERB
brj-24958	320	49	by	by	ADP
brj-24958	320	50	the	the	DET
brj-24958	320	51	recommendation	recommendation	NOUN
brj-24958	320	52	by	by	ADP
brj-24958	320	53	widmann	widmann	NOUN
brj-24958	320	54	,	,	PUNCT
brj-24958	320	55	as	as	SCONJ
brj-24958	320	56	shown	show	VERB
brj-24958	320	57	in	in	ADP
brj-24958	320	58	eq	eq	ADJ
brj-24958	320	59	.	.	PROPN
brj-24958	320	60	9	9	NUM
brj-24958	320	61	.	.	PUNCT
brj-24958	321	1	(	(	PUNCT
brj-24958	321	2	)	)	PUNCT
brj-24958	321	3	,	,	PUNCT
brj-24958	321	4	h	h	NOUN
brj-24958	321	5	k0.11	k0.11	PROPN
brj-24958	321	6	1	1	NUM
brj-24958	322	1	0.01h	0.01h	NUM
brj-24958	322	2	tf	tf	PROPN
brj-24958	323	1	d	d	X
brj-24958	323	2	=	=	ADV
brj-24958	323	3	−	−	PROPN
brj-24958	323	4	(	(	PUNCT
brj-24958	323	5	6	6	NUM
brj-24958	323	6	)	)	PUNCT
brj-24958	323	7	h	h	NOUN
brj-24958	323	8	,	,	PUNCT
brj-24958	323	9	c	c	PROPN
brj-24958	323	10	c4f	c4f	PROPN
brj-24958	323	11	f=	f=	X
brj-24958	323	12	(	(	PUNCT
brj-24958	323	13	7	7	NUM
brj-24958	323	14	)	)	SYM
brj-24958	323	15	3	3	NUM
brj-24958	323	16	y	y	PROPN
brj-24958	323	17	y	y	PROPN
brj-24958	323	18	,	,	PUNCT
brj-24958	323	19	k	k	PROPN
brj-24958	323	20	h	h	PROPN
brj-24958	323	21	/	/	SYM
brj-24958	323	22	6	6	NUM
brj-24958	323	23	m	m	NOUN
brj-24958	323	24	f	f	NOUN
brj-24958	323	25	d=	d=	NOUN
brj-24958	323	26	(	(	PUNCT
brj-24958	323	27	8)	8)	NUM
brj-24958	323	28	(	(	PUNCT
brj-24958	323	29	)	)	PUNCT
brj-24958	323	30	0.8	0.8	NUM
brj-24958	323	31	g	g	NOUN
brj-24958	323	32	t	t	PROPN
brj-24958	323	33	h0.045f	h0.045f	NOUN
brj-24958	323	34	l	l	NOUN
brj-24958	323	35	d=	d=	PROPN
brj-24958	323	36	(	(	PUNCT
brj-24958	323	37	9	9	NUM
brj-24958	323	38	)	)	PUNCT
brj-24958	323	39	where	where	SCONJ
brj-24958	323	40	ρk	ρk	PROPN
brj-24958	323	41	is	be	AUX
brj-24958	323	42	the	the	DET
brj-24958	323	43	density	density	NOUN
brj-24958	323	44	of	of	ADP
brj-24958	323	45	timber	timber	NOUN
brj-24958	323	46	(	(	PUNCT
brj-24958	323	47	kg	kg	NOUN
brj-24958	323	48	/	/	SYM
brj-24958	323	49	m3	m3	PROPN
brj-24958	323	50	)	)	PUNCT
brj-24958	323	51	,	,	PUNCT
brj-24958	323	52	fc	fc	PROPN
brj-24958	323	53	is	be	AUX
brj-24958	323	54	compression	compression	NOUN
brj-24958	323	55	strength	strength	NOUN
brj-24958	323	56	of	of	ADP
brj-24958	323	57	concrete	concrete	NOUN
brj-24958	323	58	,	,	PUNCT
brj-24958	323	59	and	and	CCONJ
brj-24958	323	60	fy	fy	PROPN
brj-24958	323	61	,	,	PUNCT
brj-24958	323	62	k	k	PROPN
brj-24958	323	63	is	be	AUX
brj-24958	323	64	the	the	DET
brj-24958	323	65	equivalent	equivalent	ADJ
brj-24958	323	66	yield	yield	NOUN
brj-24958	323	67	strength	strength	NOUN
brj-24958	323	68	taken	take	VERB
brj-24958	323	69	as	as	ADP
brj-24958	323	70	90	90	NUM
brj-24958	323	71	%	%	NOUN
brj-24958	323	72	of	of	ADP
brj-24958	323	73	the	the	DET
brj-24958	323	74	ultimate	ultimate	ADJ
brj-24958	323	75	tensile	tensile	NOUN
brj-24958	323	76	strength	strength	NOUN
brj-24958	323	77	of	of	ADP
brj-24958	323	78	the	the	DET
brj-24958	323	79	threaded	thread	VERB
brj-24958	323	80	rod	rod	NOUN
brj-24958	323	81	(	(	PUNCT
brj-24958	323	82	mpa	mpa	PROPN
brj-24958	323	83	)	)	PUNCT
brj-24958	323	84	.	.	PUNCT
brj-24958	324	1	peer	peer	NOUN
brj-24958	324	2	-	-	PUNCT
brj-24958	324	3	reviewed	review	VERB
brj-24958	324	4	article	article	NOUN
brj-24958	324	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	324	6	yang	yang	PROPN
brj-24958	324	7	et	et	PROPN
brj-24958	324	8	al	al	PROPN
brj-24958	324	9	.	.	PROPN
brj-24958	325	1	(	(	PUNCT
brj-24958	325	2	2025	2025	NUM
brj-24958	325	3	)	)	PUNCT
brj-24958	325	4	.	.	PUNCT
brj-24958	326	1	“	"	PUNCT
brj-24958	326	2	glulam	glulam	NOUN
brj-24958	326	3	-	-	PUNCT
brj-24958	326	4	concrete	concrete	ADJ
brj-24958	326	5	connectors	connector	NOUN
brj-24958	326	6	,	,	PUNCT
brj-24958	326	7	”	"	PUNCT
brj-24958	326	8	bioresources	bioresource	NOUN
brj-24958	326	9	20(4	20(4	NOUN
brj-24958	326	10	)	)	PUNCT
brj-24958	326	11	,	,	PUNCT
brj-24958	326	12	10460	10460	NUM
brj-24958	326	13	-	-	SYM
brj-24958	326	14	10486	10486	NUM
brj-24958	326	15	.	.	PUNCT
brj-24958	327	1	10479	10479	NUM
brj-24958	327	2	the	the	DET
brj-24958	327	3	comparative	comparative	ADJ
brj-24958	327	4	analysis	analysis	NOUN
brj-24958	327	5	results	result	NOUN
brj-24958	327	6	are	be	AUX
brj-24958	327	7	summarized	summarize	VERB
brj-24958	327	8	in	in	ADP
brj-24958	327	9	table	table	NOUN
brj-24958	327	10	8	8	NUM
brj-24958	327	11	.	.	PUNCT
brj-24958	328	1	the	the	DET
brj-24958	328	2	theoretical	theoretical	ADJ
brj-24958	328	3	model	model	NOUN
brj-24958	328	4	demonstrated	demonstrate	VERB
brj-24958	328	5	a	a	DET
brj-24958	328	6	satisfactory	satisfactory	ADJ
brj-24958	328	7	predictive	predictive	ADJ
brj-24958	328	8	capability	capability	NOUN
brj-24958	328	9	for	for	ADP
brj-24958	328	10	the	the	DET
brj-24958	328	11	load	load	NOUN
brj-24958	328	12	-	-	PUNCT
brj-24958	328	13	bearing	bear	VERB
brj-24958	328	14	capacity	capacity	NOUN
brj-24958	328	15	of	of	ADP
brj-24958	328	16	the	the	DET
brj-24958	328	17	specimens	specimen	NOUN
brj-24958	328	18	,	,	PUNCT
brj-24958	328	19	with	with	ADP
brj-24958	328	20	error	error	NOUN
brj-24958	328	21	percentages	percentage	NOUN
brj-24958	328	22	ranging	range	VERB
brj-24958	328	23	from	from	ADP
brj-24958	328	24	6	6	NUM
brj-24958	328	25	%	%	NOUN
brj-24958	328	26	to	to	PART
brj-24958	328	27	14	14	NUM
brj-24958	328	28	%	%	NOUN
brj-24958	328	29	.	.	PUNCT
brj-24958	329	1	thus	thus	ADV
brj-24958	329	2	,	,	PUNCT
brj-24958	329	3	the	the	DET
brj-24958	329	4	model	model	NOUN
brj-24958	329	5	can	can	AUX
brj-24958	329	6	effectively	effectively	ADV
brj-24958	329	7	estimate	estimate	VERB
brj-24958	329	8	the	the	DET
brj-24958	329	9	structural	structural	ADJ
brj-24958	329	10	performance	performance	NOUN
brj-24958	329	11	across	across	ADP
brj-24958	329	12	various	various	ADJ
brj-24958	329	13	configurations	configuration	NOUN
brj-24958	329	14	.	.	PUNCT
brj-24958	330	1	overall	overall	ADV
brj-24958	330	2	,	,	PUNCT
brj-24958	330	3	the	the	DET
brj-24958	330	4	theoretical	theoretical	ADJ
brj-24958	330	5	model	model	NOUN
brj-24958	330	6	is	be	AUX
brj-24958	330	7	a	a	DET
brj-24958	330	8	useful	useful	ADJ
brj-24958	330	9	tool	tool	NOUN
brj-24958	330	10	for	for	ADP
brj-24958	330	11	predicting	predict	VERB
brj-24958	330	12	the	the	DET
brj-24958	330	13	structural	structural	ADJ
brj-24958	330	14	behavior	behavior	NOUN
brj-24958	330	15	of	of	ADP
brj-24958	330	16	the	the	DET
brj-24958	330	17	specimens	specimen	NOUN
brj-24958	330	18	,	,	PUNCT
brj-24958	330	19	providing	provide	VERB
brj-24958	330	20	a	a	DET
brj-24958	330	21	solid	solid	ADJ
brj-24958	330	22	foundation	foundation	NOUN
brj-24958	330	23	for	for	ADP
brj-24958	330	24	further	further	ADJ
brj-24958	330	25	refinement	refinement	NOUN
brj-24958	330	26	and	and	CCONJ
brj-24958	330	27	application	application	NOUN
brj-24958	330	28	in	in	ADP
brj-24958	330	29	structural	structural	ADJ
brj-24958	330	30	engineering	engineering	NOUN
brj-24958	330	31	design	design	NOUN
brj-24958	330	32	.	.	PUNCT
brj-24958	331	1	table	table	NOUN
brj-24958	331	2	8	8	NUM
brj-24958	331	3	.	.	PUNCT
brj-24958	332	1	comparison	comparison	NOUN
brj-24958	332	2	of	of	ADP
brj-24958	332	3	numerical	numerical	ADJ
brj-24958	332	4	analysis	analysis	NOUN
brj-24958	332	5	and	and	CCONJ
brj-24958	332	6	predicted	predict	VERB
brj-24958	332	7	model	model	NOUN
brj-24958	332	8	specimen	speciman	NOUN
brj-24958	332	9	fmax	fmax	PROPN
brj-24958	332	10	(	(	PUNCT
brj-24958	332	11	kn	kn	PROPN
brj-24958	332	12	)	)	PUNCT
brj-24958	332	13	fpre	fpre	PROPN
brj-24958	332	14	(	(	PUNCT
brj-24958	332	15	kn	kn	NOUN
brj-24958	332	16	)	)	PUNCT
brj-24958	332	17	error	error	NOUN
brj-24958	332	18	(	(	PUNCT
brj-24958	332	19	%	%	INTJ
brj-24958	332	20	)	)	PUNCT
brj-24958	332	21	specimen	speciman	NOUN
brj-24958	332	22	fmax	fmax	PROPN
brj-24958	332	23	(	(	PUNCT
brj-24958	332	24	kn	kn	PROPN
brj-24958	332	25	)	)	PUNCT
brj-24958	332	26	fpre	fpre	PROPN
brj-24958	332	27	(	(	PUNCT
brj-24958	332	28	kn	kn	NOUN
brj-24958	332	29	)	)	PUNCT
brj-24958	332	30	error	error	NOUN
brj-24958	332	31	(	(	PUNCT
brj-24958	332	32	%	%	INTJ
brj-24958	332	33	)	)	PUNCT
brj-24958	333	1	gl10	gl10	NOUN
brj-24958	333	2	-	-	PUNCT
brj-24958	333	3	150	150	NUM
brj-24958	333	4	75.3	75.3	NUM
brj-24958	333	5	70.7	70.7	NUM
brj-24958	333	6	6	6	NUM
brj-24958	333	7	rg12	rg12	PROPN
brj-24958	333	8	-	-	PUNCT
brj-24958	333	9	50	50	NUM
brj-24958	333	10	-	-	SYM
brj-24958	333	11	150	150	NUM
brj-24958	333	12	123.6	123.6	NUM
brj-24958	333	13	123.96	123.96	NUM
brj-24958	333	14	-1	-1	PUNCT
brj-24958	333	15	gl10	gl10	PROPN
brj-24958	333	16	-	-	PUNCT
brj-24958	333	17	170	170	NUM
brj-24958	333	18	83.7	83.7	NUM
brj-24958	333	19	73.3	73.3	NUM
brj-24958	333	20	12	12	NUM
brj-24958	333	21	rg12	rg12	PROPN
brj-24958	333	22	-	-	PUNCT
brj-24958	333	23	50	50	NUM
brj-24958	333	24	-	-	SYM
brj-24958	333	25	170	170	NUM
brj-24958	333	26	121.9	121.9	NUM
brj-24958	333	27	127.46	127.46	NUM
brj-24958	333	28	-1	-1	PUNCT
brj-24958	333	29	gl10	gl10	PROPN
brj-24958	333	30	-	-	PUNCT
brj-24958	333	31	190	190	NUM
brj-24958	333	32	85.5	85.5	NUM
brj-24958	333	33	75.8	75.8	NUM
brj-24958	333	34	11	11	NUM
brj-24958	333	35	rg12	rg12	PROPN
brj-24958	333	36	-	-	PUNCT
brj-24958	333	37	50	50	NUM
brj-24958	333	38	-	-	SYM
brj-24958	333	39	190	190	NUM
brj-24958	333	40	123.7	123.7	NUM
brj-24958	333	41	130.96	130.96	NUM
brj-24958	333	42	-1	-1	PUNCT
brj-24958	333	43	gl10	gl10	NOUN
brj-24958	333	44	-	-	PUNCT
brj-24958	333	45	210	210	NUM
brj-24958	333	46	89.3	89.3	NUM
brj-24958	333	47	78.2	78.2	NUM
brj-24958	333	48	12	12	NUM
brj-24958	333	49	rg12	rg12	PROPN
brj-24958	333	50	-	-	PUNCT
brj-24958	333	51	50	50	NUM
brj-24958	333	52	-	-	SYM
brj-24958	333	53	210	210	NUM
brj-24958	333	54	123.7	123.7	NUM
brj-24958	333	55	134.46	134.46	NUM
brj-24958	333	56	-1	-1	PUNCT
brj-24958	333	57	gl12	gl12	PROPN
brj-24958	333	58	-	-	PUNCT
brj-24958	333	59	150	150	NUM
brj-24958	333	60	75.2	75.2	NUM
brj-24958	333	61	67.5	67.5	NUM
brj-24958	333	62	10	10	NUM
brj-24958	333	63	rg12	rg12	PROPN
brj-24958	333	64	-	-	PUNCT
brj-24958	333	65	100	100	NUM
brj-24958	333	66	-	-	SYM
brj-24958	333	67	150	150	NUM
brj-24958	333	68	295.5	295.5	NUM
brj-24958	333	69	198.42	198.42	NUM
brj-24958	333	70	32	32	NUM
brj-24958	333	71	gl12	gl12	PROPN
brj-24958	333	72	-	-	PUNCT
brj-24958	333	73	170	170	NUM
brj-24958	333	74	80.3	80.3	NUM
brj-24958	333	75	70.4	70.4	NUM
brj-24958	333	76	12	12	NUM
brj-24958	333	77	rg12	rg12	PROPN
brj-24958	333	78	-	-	PUNCT
brj-24958	333	79	100	100	NUM
brj-24958	333	80	-	-	SYM
brj-24958	333	81	170	170	NUM
brj-24958	333	82	255.7	255.7	NUM
brj-24958	333	83	202.01	202.01	NUM
brj-24958	333	84	20	20	NUM
brj-24958	333	85	gl12	gl12	PROPN
brj-24958	333	86	-	-	PUNCT
brj-24958	333	87	190	190	NUM
brj-24958	333	88	82.2	82.2	NUM
brj-24958	333	89	73.2	73.2	NUM
brj-24958	333	90	10	10	NUM
brj-24958	333	91	rg12	rg12	PROPN
brj-24958	333	92	-	-	PUNCT
brj-24958	333	93	100	100	NUM
brj-24958	333	94	-	-	SYM
brj-24958	333	95	190	190	NUM
brj-24958	333	96	223.1	223.1	NUM
brj-24958	333	97	205.51	205.51	NUM
brj-24958	333	98	1	1	NUM
brj-24958	333	99	gl12	gl12	PROPN
brj-24958	333	100	-	-	PUNCT
brj-24958	333	101	210	210	NUM
brj-24958	333	102	85.6	85.6	NUM
brj-24958	333	103	75.94	75.94	NUM
brj-24958	333	104	11	11	NUM
brj-24958	333	105	rg12	rg12	PROPN
brj-24958	333	106	-	-	PUNCT
brj-24958	333	107	100	100	NUM
brj-24958	333	108	-	-	SYM
brj-24958	333	109	210	210	NUM
brj-24958	333	110	194.0	194.0	NUM
brj-24958	333	111	209.01	209.01	NUM
brj-24958	333	112	-1	-1	PUNCT
brj-24958	333	113	gl16	gl16	PROPN
brj-24958	333	114	-	-	PUNCT
brj-24958	333	115	150	150	NUM
brj-24958	333	116	130.9	130.9	NUM
brj-24958	333	117	118.3	118.3	NUM
brj-24958	333	118	9	9	NUM
brj-24958	333	119	rg12	rg12	PROPN
brj-24958	333	120	-	-	PUNCT
brj-24958	333	121	150	150	NUM
brj-24958	333	122	-	-	SYM
brj-24958	333	123	150	150	NUM
brj-24958	333	124	299.0	299.0	NUM
brj-24958	333	125	221	221	NUM
brj-24958	333	126	26	26	NUM
brj-24958	333	127	gl16	gl16	PROPN
brj-24958	333	128	-	-	PUNCT
brj-24958	333	129	170	170	NUM
brj-24958	333	130	136.7	136.7	NUM
brj-24958	333	131	121.8	121.8	NUM
brj-24958	333	132	10	10	NUM
brj-24958	333	133	rg12	rg12	PROPN
brj-24958	333	134	-	-	PUNCT
brj-24958	333	135	150	150	NUM
brj-24958	333	136	-	-	SYM
brj-24958	333	137	170	170	NUM
brj-24958	333	138	256.7	256.7	NUM
brj-24958	333	139	221	221	NUM
brj-24958	333	140	14	14	NUM
brj-24958	333	141	gl16	gl16	PROPN
brj-24958	333	142	-	-	PUNCT
brj-24958	333	143	190	190	NUM
brj-24958	333	144	142.5	142.5	NUM
brj-24958	333	145	125.3	125.3	NUM
brj-24958	333	146	12	12	NUM
brj-24958	333	147	rg12	rg12	PROPN
brj-24958	333	148	-	-	PUNCT
brj-24958	333	149	150	150	NUM
brj-24958	333	150	-	-	SYM
brj-24958	333	151	190	190	NUM
brj-24958	333	152	222.7	222.7	NUM
brj-24958	333	153	221	221	NUM
brj-24958	333	154	1	1	NUM
brj-24958	333	155	gl16	gl16	PROPN
brj-24958	333	156	-	-	PUNCT
brj-24958	333	157	210	210	NUM
brj-24958	333	158	148.9	148.9	NUM
brj-24958	333	159	128.6	128.6	NUM
brj-24958	333	160	14	14	NUM
brj-24958	333	161	rg12	rg12	PROPN
brj-24958	333	162	-	-	PUNCT
brj-24958	333	163	150	150	NUM
brj-24958	333	164	-	-	SYM
brj-24958	333	165	210	210	NUM
brj-24958	333	166	195.6	195.6	NUM
brj-24958	333	167	221	221	NUM
brj-24958	333	168	-12	-12	NOUN
brj-24958	333	169	rg	rg	PROPN
brj-24958	333	170	series	series	PROPN
brj-24958	333	171	the	the	DET
brj-24958	333	172	mechanical	mechanical	ADJ
brj-24958	333	173	model	model	NOUN
brj-24958	333	174	of	of	ADP
brj-24958	333	175	a	a	DET
brj-24958	333	176	typical	typical	ADJ
brj-24958	333	177	metallic	metallic	ADJ
brj-24958	333	178	tcc	tcc	PROPN
brj-24958	333	179	connector	connector	NOUN
brj-24958	333	180	with	with	ADP
brj-24958	333	181	notches	notch	NOUN
brj-24958	333	182	was	be	AUX
brj-24958	333	183	based	base	VERB
brj-24958	333	184	on	on	ADP
brj-24958	333	185	experiments	experiment	NOUN
brj-24958	333	186	,	,	PUNCT
brj-24958	333	187	finite	finite	ADJ
brj-24958	333	188	elements	element	NOUN
brj-24958	333	189	,	,	PUNCT
brj-24958	333	190	and	and	CCONJ
brj-24958	333	191	previous	previous	ADJ
brj-24958	333	192	studies	study	NOUN
brj-24958	333	193	(	(	PUNCT
brj-24958	333	194	yeoh	yeoh	PROPN
brj-24958	333	195	et	et	PROPN
brj-24958	333	196	al	al	PROPN
brj-24958	333	197	.	.	PROPN
brj-24958	333	198	2011	2011	NUM
brj-24958	333	199	;	;	PUNCT
brj-24958	333	200	mirshekar	mirshekar	NOUN
brj-24958	333	201	and	and	CCONJ
brj-24958	333	202	sadeghian	sadeghian	ADJ
brj-24958	333	203	2025	2025	NUM
brj-24958	333	204	)	)	PUNCT
brj-24958	333	205	,	,	PUNCT
brj-24958	333	206	as	as	SCONJ
brj-24958	333	207	shown	show	VERB
brj-24958	333	208	in	in	ADP
brj-24958	333	209	fig	fig	NOUN
brj-24958	333	210	.	.	PUNCT
brj-24958	334	1	18	18	NUM
brj-24958	334	2	.	.	PUNCT
brj-24958	335	1	the	the	DET
brj-24958	335	2	bearing	bearing	NOUN
brj-24958	335	3	capacity	capacity	NOUN
brj-24958	335	4	was	be	AUX
brj-24958	335	5	calculated	calculate	VERB
brj-24958	335	6	by	by	ADP
brj-24958	335	7	eq	eq	PROPN
brj-24958	335	8	.	.	PROPN
brj-24958	335	9	10	10	NUM
brj-24958	335	10	,	,	PUNCT
brj-24958	335	11	conc	conc	ADJ
brj-24958	335	12	,	,	PUNCT
brj-24958	335	13	shear	shear	NOUN
brj-24958	335	14	notch	notch	ADJ
brj-24958	335	15	gir	gir	VERB
brj-24958	335	16	conc	conc	NOUN
brj-24958	335	17	,	,	PUNCT
brj-24958	335	18	crush	crush	NOUN
brj-24958	335	19	c	c	NOUN
brj-24958	335	20	v	v	NOUN
brj-24958	335	21	timber	timber	NOUN
brj-24958	335	22	,	,	PUNCT
brj-24958	335	23	shear	shear	NOUN
brj-24958	335	24	s	s	PROPN
brj-24958	335	25	e	e	NOUN
brj-24958	335	26	timber	timber	NOUN
brj-24958	335	27	,	,	PUNCT
brj-24958	335	28	crush	crush	NOUN
brj-24958	335	29	t	t	PROPN
brj-24958	335	30	0.75	0.75	NUM
brj-24958	335	31	min	min	NOUN
brj-24958	336	1	f	f	PROPN
brj-24958	336	2	f	f	PROPN
brj-24958	337	1	f	f	PROPN
brj-24958	337	2	f	f	PROPN
brj-24958	338	1	f	f	X
brj-24958	338	2	th	th	X
brj-24958	338	3	f	f	X
brj-24958	339	1	f	f	PROPN
brj-24958	339	2	f	f	PROPN
brj-24958	340	1	l	l	NOUN
brj-24958	340	2	t	t	NOUN
brj-24958	340	3	f	f	PROPN
brj-24958	340	4	f	f	PROPN
brj-24958	340	5	th=	th=	PROPN
brj-24958	340	6	=	=	PUNCT
brj-24958	341	1	+	+	ADP
brj-24958	341	2			NOUN
brj-24958	341	3			NUM
brj-24958	341	4	=	=	NOUN
brj-24958	341	5			NUM
brj-24958	341	6	=	=	SYM
brj-24958	341	7			NUM
brj-24958	341	8	=	=	NOUN
brj-24958	341	9			NUM
brj-24958	341	10			NUM
brj-24958	341	11			PROPN
brj-24958	341	12	(	(	PUNCT
brj-24958	341	13	10	10	NUM
brj-24958	341	14	)	)	PUNCT
brj-24958	341	15	where	where	SCONJ
brj-24958	341	16	fcon	fcon	NOUN
brj-24958	341	17	,	,	PUNCT
brj-24958	341	18	shear	shear	NOUN
brj-24958	341	19	is	be	AUX
brj-24958	341	20	the	the	DET
brj-24958	341	21	concrete	concrete	ADJ
brj-24958	341	22	shear	shear	NOUN
brj-24958	341	23	resistance	resistance	NOUN
brj-24958	341	24	,	,	PUNCT
brj-24958	341	25	which	which	PRON
brj-24958	341	26	is	be	AUX
brj-24958	341	27	composed	compose	VERB
brj-24958	341	28	of	of	ADP
brj-24958	341	29	two	two	NUM
brj-24958	341	30	distinct	distinct	ADJ
brj-24958	341	31	components	component	NOUN
brj-24958	341	32	:	:	PUNCT
brj-24958	341	33	the	the	DET
brj-24958	341	34	resistance	resistance	NOUN
brj-24958	341	35	provided	provide	VERB
brj-24958	341	36	by	by	ADP
brj-24958	341	37	the	the	DET
brj-24958	341	38	notch	notch	NOUN
brj-24958	341	39	(	(	PUNCT
brj-24958	341	40	including	include	VERB
brj-24958	341	41	both	both	CCONJ
brj-24958	341	42	the	the	DET
brj-24958	341	43	concrete	concrete	ADJ
brj-24958	341	44	and	and	CCONJ
brj-24958	341	45	timber	timber	NOUN
brj-24958	341	46	elements	element	NOUN
brj-24958	341	47	)	)	PUNCT
brj-24958	341	48	and	and	CCONJ
brj-24958	341	49	the	the	DET
brj-24958	341	50	gir	gir	PROPN
brj-24958	341	51	resistance	resistance	NOUN
brj-24958	341	52	.	.	PUNCT
brj-24958	342	1	the	the	DET
brj-24958	342	2	detailed	detailed	ADJ
brj-24958	342	3	calculation	calculation	NOUN
brj-24958	342	4	is	be	AUX
brj-24958	342	5	shown	show	VERB
brj-24958	342	6	in	in	ADP
brj-24958	342	7	eq	eq	NOUN
brj-24958	342	8	.	.	PROPN
brj-24958	342	9	11	11	NUM
brj-24958	342	10	(	(	PUNCT
brj-24958	342	11	mirshekar	mirshekar	NOUN
brj-24958	342	12	and	and	CCONJ
brj-24958	342	13	sadeghian	sadeghian	ADJ
brj-24958	342	14	2025	2025	NUM
brj-24958	342	15	)	)	PUNCT
brj-24958	342	16	.	.	PUNCT
brj-24958	343	1	fgir	fgir	PROPN
brj-24958	343	2	is	be	AUX
brj-24958	343	3	the	the	DET
brj-24958	343	4	gir	gir	PROPN
brj-24958	343	5	resistance	resistance	NOUN
brj-24958	343	6	,	,	PUNCT
brj-24958	343	7	which	which	PRON
brj-24958	343	8	could	could	AUX
brj-24958	343	9	be	be	AUX
brj-24958	343	10	derived	derive	VERB
brj-24958	343	11	by	by	ADP
brj-24958	343	12	eq	eq	PROPN
brj-24958	343	13	.	.	PUNCT
brj-24958	344	1	(	(	PUNCT
brj-24958	344	2	9	9	NUM
brj-24958	344	3	)	)	PUNCT
brj-24958	344	4	.	.	PUNCT
brj-24958	345	1	the	the	DET
brj-24958	345	2	quantity	quantity	NOUN
brj-24958	345	3	t	t	PROPN
brj-24958	345	4	is	be	AUX
brj-24958	345	5	the	the	DET
brj-24958	345	6	thickness	thickness	NOUN
brj-24958	345	7	of	of	ADP
brj-24958	345	8	the	the	DET
brj-24958	345	9	timber	timber	NOUN
brj-24958	345	10	,	,	PUNCT
brj-24958	345	11	and	and	CCONJ
brj-24958	345	12	h	h	NOUN
brj-24958	345	13	is	be	AUX
brj-24958	345	14	the	the	DET
brj-24958	345	15	depth	depth	NOUN
brj-24958	345	16	of	of	ADP
brj-24958	345	17	the	the	DET
brj-24958	345	18	notch	notch	NOUN
brj-24958	345	19	,	,	PUNCT
brj-24958	345	20	as	as	SCONJ
brj-24958	345	21	shown	show	VERB
brj-24958	345	22	in	in	ADP
brj-24958	345	23	fig	fig	NOUN
brj-24958	345	24	.	.	PUNCT
brj-24958	346	1	2	2	X
brj-24958	346	2	.	.	X
brj-24958	346	3	the	the	DET
brj-24958	346	4	parameter	parameter	PROPN
brj-24958	346	5	fs	fs	PROPN
brj-24958	346	6	is	be	AUX
brj-24958	346	7	the	the	DET
brj-24958	346	8	shear	shear	NOUN
brj-24958	346	9	strength	strength	NOUN
brj-24958	346	10	of	of	ADP
brj-24958	346	11	the	the	DET
brj-24958	346	12	timber	timber	NOUN
brj-24958	346	13	,	,	PUNCT
brj-24958	346	14	and	and	CCONJ
brj-24958	346	15	le	le	X
brj-24958	346	16	is	be	AUX
brj-24958	346	17	the	the	DET
brj-24958	346	18	distance	distance	NOUN
brj-24958	346	19	between	between	ADP
brj-24958	346	20	the	the	DET
brj-24958	346	21	timber	timber	NOUN
brj-24958	346	22	edge	edge	NOUN
brj-24958	346	23	and	and	CCONJ
brj-24958	346	24	the	the	DET
brj-24958	346	25	notch	notch	ADJ
brj-24958	346	26	edge	edge	NOUN
brj-24958	346	27	.	.	PUNCT
brj-24958	346	28	''	''	PUNCT
brj-24958	347	1	c	c	NOUN
brj-24958	347	2	n	n	PROPN
brj-24958	347	3	c	c	NOUN
brj-24958	347	4	tan53	tan53	NOUN
brj-24958	348	1	[	[	X
brj-24958	348	2	0.0375	0.0375	NUM
brj-24958	348	3	0.358	0.358	NUM
brj-24958	348	4	]	]	SYM
brj-24958	348	5	2	2	NUM
brj-24958	348	6	tan53	tan53	NOUN
brj-24958	348	7	cot	cot	NOUN
brj-24958	348	8	53	53	NUM
brj-24958	348	9	notch	notch	NOUN
brj-24958	348	10	fht	fht	NOUN
brj-24958	348	11	f	f	PROPN
brj-24958	348	12	l	l	NOUN
brj-24958	348	13	l	l	NOUN
brj-24958	348	14	f	f	X
brj-24958	348	15	t	t	NOUN
brj-24958	348	16			VERB
brj-24958	348	17			NOUN
brj-24958	348	18	=	=	PUNCT
brj-24958	349	1	+	+	CCONJ
brj-24958	350	1			PROPN
brj-24958	350	2	+	+	CCONJ
brj-24958	350	3			NUM
brj-24958	350	4			ADJ
brj-24958	350	5	+	+	PROPN
brj-24958	350	6			NOUN
brj-24958	350	7			NOUN
brj-24958	350	8	(	(	PUNCT
brj-24958	350	9	11	11	NUM
brj-24958	350	10	)	)	PUNCT
brj-24958	350	11	where	where	SCONJ
brj-24958	350	12	ln	ln	ADV
brj-24958	350	13	is	be	AUX
brj-24958	350	14	the	the	DET
brj-24958	350	15	length	length	NOUN
brj-24958	350	16	of	of	ADP
brj-24958	350	17	the	the	DET
brj-24958	350	18	notch	notch	NOUN
brj-24958	350	19	,	,	PUNCT
brj-24958	350	20	as	as	SCONJ
brj-24958	350	21	shown	show	VERB
brj-24958	350	22	in	in	ADP
brj-24958	350	23	fig	fig	NOUN
brj-24958	350	24	.	.	PUNCT
brj-24958	351	1	2	2	X
brj-24958	351	2	.	.	PUNCT
brj-24958	351	3	''	''	PUNCT
brj-24958	351	4	l	l	NOUN
brj-24958	351	5	takes	take	VERB
brj-24958	351	6	the	the	DET
brj-24958	351	7	minimum	minimum	ADJ
brj-24958	351	8	value	value	NOUN
brj-24958	351	9	between	between	ADP
brj-24958	351	10	ln	ln	PROPN
brj-24958	351	11	/8	/8	ADJ
brj-24958	351	12	and	and	CCONJ
brj-24958	351	13	20	20	NUM
brj-24958	351	14	mm	mm	NOUN
brj-24958	351	15	.	.	PUNCT
brj-24958	351	16	peer	peer	NOUN
brj-24958	351	17	-	-	PUNCT
brj-24958	351	18	reviewed	review	VERB
brj-24958	351	19	article	article	NOUN
brj-24958	351	20	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	351	21	yang	yang	PROPN
brj-24958	351	22	et	et	PROPN
brj-24958	351	23	al	al	PROPN
brj-24958	351	24	.	.	PROPN
brj-24958	352	1	(	(	PUNCT
brj-24958	352	2	2025	2025	NUM
brj-24958	352	3	)	)	PUNCT
brj-24958	352	4	.	.	PUNCT
brj-24958	353	1	“	"	PUNCT
brj-24958	353	2	glulam	glulam	NOUN
brj-24958	353	3	-	-	PUNCT
brj-24958	353	4	concrete	concrete	ADJ
brj-24958	353	5	connectors	connector	NOUN
brj-24958	353	6	,	,	PUNCT
brj-24958	353	7	”	"	PUNCT
brj-24958	353	8	bioresources	bioresource	NOUN
brj-24958	353	9	20(4	20(4	NOUN
brj-24958	353	10	)	)	PUNCT
brj-24958	353	11	,	,	PUNCT
brj-24958	353	12	10460	10460	NUM
brj-24958	353	13	-	-	SYM
brj-24958	353	14	10486	10486	NUM
brj-24958	353	15	.	.	PUNCT
brj-24958	354	1	10480	10480	NUM
brj-24958	354	2	fig	fig	NOUN
brj-24958	354	3	.	.	PUNCT
brj-24958	355	1	18	18	NUM
brj-24958	355	2	.	.	PUNCT
brj-24958	355	3	mechanical	mechanical	ADJ
brj-24958	355	4	models	model	NOUN
brj-24958	355	5	of	of	ADP
brj-24958	355	6	rg	rg	PROPN
brj-24958	355	7	series	series	PROPN
brj-24958	355	8	tcc	tcc	PROPN
brj-24958	355	9	connection	connection	NOUN
brj-24958	355	10	failure	failure	NOUN
brj-24958	355	11	the	the	DET
brj-24958	355	12	comparison	comparison	NOUN
brj-24958	355	13	results	result	NOUN
brj-24958	355	14	are	be	AUX
brj-24958	355	15	presented	present	VERB
brj-24958	355	16	in	in	ADP
brj-24958	355	17	table	table	NOUN
brj-24958	355	18	8	8	NUM
brj-24958	355	19	.	.	PUNCT
brj-24958	356	1	specimens	specimen	NOUN
brj-24958	356	2	with	with	ADP
brj-24958	356	3	a	a	DET
brj-24958	356	4	notch	notch	ADJ
brj-24958	356	5	length	length	NOUN
brj-24958	356	6	of	of	ADP
brj-24958	356	7	50	50	NUM
brj-24958	356	8	mm	mm	NOUN
brj-24958	356	9	(	(	PUNCT
brj-24958	356	10	rg12	rg12	PROPN
brj-24958	356	11	-	-	PUNCT
brj-24958	356	12	50	50	NUM
brj-24958	356	13	series	series	NOUN
brj-24958	356	14	)	)	PUNCT
brj-24958	356	15	,	,	PUNCT
brj-24958	356	16	the	the	DET
brj-24958	356	17	theoretical	theoretical	ADJ
brj-24958	356	18	predictions	prediction	NOUN
brj-24958	356	19	closely	closely	ADV
brj-24958	356	20	match	match	VERB
brj-24958	356	21	the	the	DET
brj-24958	356	22	finite	finite	ADJ
brj-24958	356	23	element	element	NOUN
brj-24958	356	24	(	(	PUNCT
brj-24958	356	25	fe	fe	NOUN
brj-24958	356	26	)	)	PUNCT
brj-24958	356	27	analysis	analysis	NOUN
brj-24958	356	28	results	result	NOUN
brj-24958	356	29	,	,	PUNCT
brj-24958	356	30	with	with	ADP
brj-24958	356	31	discrepancies	discrepancy	NOUN
brj-24958	356	32	confined	confine	VERB
brj-24958	356	33	within	within	ADP
brj-24958	356	34	±1	±1	ADJ
brj-24958	356	35	%	%	NOUN
brj-24958	356	36	.	.	PUNCT
brj-24958	357	1	this	this	PRON
brj-24958	357	2	demonstrates	demonstrate	VERB
brj-24958	357	3	that	that	SCONJ
brj-24958	357	4	the	the	DET
brj-24958	357	5	model	model	NOUN
brj-24958	357	6	reliably	reliably	ADV
brj-24958	357	7	estimates	estimate	VERB
brj-24958	357	8	the	the	DET
brj-24958	357	9	load	load	NOUN
brj-24958	357	10	-	-	PUNCT
brj-24958	357	11	bearing	bear	VERB
brj-24958	357	12	capacity	capacity	NOUN
brj-24958	357	13	when	when	SCONJ
brj-24958	357	14	failure	failure	NOUN
brj-24958	357	15	occurs	occur	VERB
brj-24958	357	16	predominantly	predominantly	ADV
brj-24958	357	17	through	through	ADP
brj-24958	357	18	double	double	ADJ
brj-24958	357	19	-	-	PUNCT
brj-24958	357	20	hinge	hinge	NOUN
brj-24958	357	21	collapse	collapse	NOUN
brj-24958	357	22	and	and	CCONJ
brj-24958	357	23	concrete	concrete	ADJ
brj-24958	357	24	shear	shear	NOUN
brj-24958	357	25	failure	failure	NOUN
brj-24958	357	26	.	.	PUNCT
brj-24958	358	1	it	it	PRON
brj-24958	358	2	also	also	ADV
brj-24958	358	3	shows	show	VERB
brj-24958	358	4	that	that	SCONJ
brj-24958	358	5	variations	variation	NOUN
brj-24958	358	6	in	in	ADP
brj-24958	358	7	embedded	embed	VERB
brj-24958	358	8	length	length	NOUN
brj-24958	358	9	had	have	VERB
brj-24958	358	10	minimal	minimal	ADJ
brj-24958	358	11	impact	impact	NOUN
brj-24958	358	12	on	on	ADP
brj-24958	358	13	the	the	DET
brj-24958	358	14	predictions	prediction	NOUN
brj-24958	358	15	.	.	PUNCT
brj-24958	359	1	in	in	ADP
brj-24958	359	2	contrast	contrast	NOUN
brj-24958	359	3	,	,	PUNCT
brj-24958	359	4	for	for	ADP
brj-24958	359	5	specimens	specimen	NOUN
brj-24958	359	6	with	with	ADP
brj-24958	359	7	a	a	DET
brj-24958	359	8	notch	notch	ADJ
brj-24958	359	9	length	length	NOUN
brj-24958	359	10	of	of	ADP
brj-24958	359	11	100	100	NUM
brj-24958	359	12	mm	mm	NOUN
brj-24958	359	13	(	(	PUNCT
brj-24958	359	14	rg12	rg12	PROPN
brj-24958	359	15	-	-	PUNCT
brj-24958	359	16	100	100	NUM
brj-24958	359	17	series	series	NOUN
brj-24958	359	18	)	)	PUNCT
brj-24958	359	19	,	,	PUNCT
brj-24958	359	20	the	the	DET
brj-24958	359	21	theoretical	theoretical	ADJ
brj-24958	359	22	approach	approach	NOUN
brj-24958	359	23	tended	tend	VERB
brj-24958	359	24	to	to	PART
brj-24958	359	25	underestimate	underestimate	VERB
brj-24958	359	26	the	the	DET
brj-24958	359	27	actual	actual	ADJ
brj-24958	359	28	load	load	NOUN
brj-24958	359	29	-	-	PUNCT
brj-24958	359	30	bearing	bear	VERB
brj-24958	359	31	capacity	capacity	NOUN
brj-24958	359	32	,	,	PUNCT
brj-24958	359	33	with	with	ADP
brj-24958	359	34	errors	error	NOUN
brj-24958	359	35	ranging	range	VERB
brj-24958	359	36	from	from	ADP
brj-24958	359	37	1	1	NUM
brj-24958	359	38	%	%	NOUN
brj-24958	359	39	up	up	ADP
brj-24958	359	40	to	to	PART
brj-24958	359	41	32	32	NUM
brj-24958	359	42	%	%	NOUN
brj-24958	359	43	.	.	PUNCT
brj-24958	360	1	this	this	PRON
brj-24958	360	2	indicates	indicate	VERB
brj-24958	360	3	that	that	SCONJ
brj-24958	360	4	the	the	DET
brj-24958	360	5	current	current	ADJ
brj-24958	360	6	model	model	NOUN
brj-24958	360	7	did	do	AUX
brj-24958	360	8	not	not	PART
brj-24958	360	9	fully	fully	ADV
brj-24958	360	10	account	account	VERB
brj-24958	360	11	for	for	ADP
brj-24958	360	12	the	the	DET
brj-24958	360	13	effects	effect	NOUN
brj-24958	360	14	of	of	ADP
brj-24958	360	15	embedded	embed	VERB
brj-24958	360	16	length	length	NOUN
brj-24958	360	17	on	on	ADP
brj-24958	360	18	capacity	capacity	NOUN
brj-24958	360	19	in	in	ADP
brj-24958	360	20	this	this	DET
brj-24958	360	21	scenario	scenario	NOUN
brj-24958	360	22	.	.	PUNCT
brj-24958	361	1	similarly	similarly	ADV
brj-24958	361	2	,	,	PUNCT
brj-24958	361	3	the	the	DET
brj-24958	361	4	rg12	rg12	PROPN
brj-24958	361	5	-	-	PUNCT
brj-24958	361	6	150	150	NUM
brj-24958	361	7	series	series	NOUN
brj-24958	361	8	exhibits	exhibit	VERB
brj-24958	361	9	a	a	DET
brj-24958	361	10	range	range	NOUN
brj-24958	361	11	of	of	ADP
brj-24958	361	12	prediction	prediction	NOUN
brj-24958	361	13	errors	error	NOUN
brj-24958	361	14	,	,	PUNCT
brj-24958	361	15	further	far	ADV
brj-24958	361	16	emphasizing	emphasize	VERB
brj-24958	361	17	certain	certain	ADJ
brj-24958	361	18	limitations	limitation	NOUN
brj-24958	361	19	of	of	ADP
brj-24958	361	20	the	the	DET
brj-24958	361	21	model	model	NOUN
brj-24958	361	22	under	under	ADP
brj-24958	361	23	specific	specific	ADJ
brj-24958	361	24	conditions	condition	NOUN
brj-24958	361	25	.	.	PUNCT
brj-24958	362	1	overall	overall	ADV
brj-24958	362	2	,	,	PUNCT
brj-24958	362	3	although	although	SCONJ
brj-24958	362	4	the	the	DET
brj-24958	362	5	theoretical	theoretical	ADJ
brj-24958	362	6	framework	framework	NOUN
brj-24958	362	7	provides	provide	VERB
brj-24958	362	8	reasonable	reasonable	ADJ
brj-24958	362	9	estimates	estimate	NOUN
brj-24958	362	10	for	for	ADP
brj-24958	362	11	particular	particular	ADJ
brj-24958	362	12	configurations	configuration	NOUN
brj-24958	362	13	,	,	PUNCT
brj-24958	362	14	additional	additional	ADJ
brj-24958	362	15	refinement	refinement	NOUN
brj-24958	362	16	is	be	AUX
brj-24958	362	17	necessary	necessary	ADJ
brj-24958	362	18	to	to	PART
brj-24958	362	19	improve	improve	VERB
brj-24958	362	20	its	its	PRON
brj-24958	362	21	predictive	predictive	ADJ
brj-24958	362	22	accuracy	accuracy	NOUN
brj-24958	362	23	across	across	ADP
brj-24958	362	24	all	all	DET
brj-24958	362	25	test	test	NOUN
brj-24958	362	26	cases	case	NOUN
brj-24958	362	27	.	.	PUNCT
brj-24958	363	1	the	the	DET
brj-24958	363	2	theoretical	theoretical	ADJ
brj-24958	363	3	models	model	NOUN
brj-24958	363	4	developed	develop	VERB
brj-24958	363	5	for	for	ADP
brj-24958	363	6	predicting	predict	VERB
brj-24958	363	7	the	the	DET
brj-24958	363	8	load	load	NOUN
brj-24958	363	9	capacity	capacity	NOUN
brj-24958	363	10	of	of	ADP
brj-24958	363	11	both	both	DET
brj-24958	363	12	gl	gl	PROPN
brj-24958	363	13	and	and	CCONJ
brj-24958	363	14	rg	rg	PROPN
brj-24958	363	15	series	series	PROPN
brj-24958	363	16	connectors	connector	NOUN
brj-24958	363	17	demonstrated	demonstrate	VERB
brj-24958	363	18	satisfactory	satisfactory	ADJ
brj-24958	363	19	accuracy	accuracy	NOUN
brj-24958	363	20	,	,	PUNCT
brj-24958	363	21	with	with	ADP
brj-24958	363	22	error	error	NOUN
brj-24958	363	23	percentages	percentage	NOUN
brj-24958	363	24	falling	fall	VERB
brj-24958	363	25	within	within	ADP
brj-24958	363	26	a	a	DET
brj-24958	363	27	range	range	NOUN
brj-24958	363	28	of	of	ADP
brj-24958	363	29	6	6	NUM
brj-24958	363	30	%	%	NOUN
brj-24958	363	31	to	to	PART
brj-24958	363	32	32	32	NUM
brj-24958	363	33	%	%	NOUN
brj-24958	363	34	.	.	PUNCT
brj-24958	364	1	although	although	SCONJ
brj-24958	364	2	these	these	DET
brj-24958	364	3	models	model	NOUN
brj-24958	364	4	provided	provide	VERB
brj-24958	364	5	reliable	reliable	ADJ
brj-24958	364	6	estimations	estimation	NOUN
brj-24958	364	7	for	for	ADP
brj-24958	364	8	specific	specific	ADJ
brj-24958	364	9	connector	connector	NOUN
brj-24958	364	10	configurations	configuration	NOUN
brj-24958	364	11	,	,	PUNCT
brj-24958	364	12	notable	notable	ADJ
brj-24958	364	13	discrepancies	discrepancy	NOUN
brj-24958	364	14	were	be	AUX
brj-24958	364	15	observed	observe	VERB
brj-24958	364	16	,	,	PUNCT
brj-24958	364	17	highlighting	highlight	VERB
brj-24958	364	18	the	the	DET
brj-24958	364	19	need	need	NOUN
brj-24958	364	20	for	for	ADP
brj-24958	364	21	further	further	ADJ
brj-24958	364	22	refinement	refinement	NOUN
brj-24958	364	23	.	.	PUNCT
brj-24958	365	1	in	in	ADP
brj-24958	365	2	particular	particular	ADJ
brj-24958	365	3	,	,	PUNCT
brj-24958	365	4	the	the	DET
brj-24958	365	5	influence	influence	NOUN
brj-24958	365	6	of	of	ADP
brj-24958	365	7	critical	critical	ADJ
brj-24958	365	8	factors	factor	NOUN
brj-24958	365	9	such	such	ADJ
brj-24958	365	10	as	as	ADP
brj-24958	365	11	embedment	embedment	ADJ
brj-24958	365	12	length	length	NOUN
brj-24958	365	13	and	and	CCONJ
brj-24958	365	14	notch	notch	ADJ
brj-24958	365	15	size	size	NOUN
brj-24958	365	16	on	on	ADP
brj-24958	365	17	load	load	NOUN
brj-24958	365	18	transfer	transfer	NOUN
brj-24958	365	19	mechanisms	mechanism	NOUN
brj-24958	365	20	requires	require	VERB
brj-24958	365	21	more	more	ADV
brj-24958	365	22	precise	precise	ADJ
brj-24958	365	23	characterization	characterization	NOUN
brj-24958	365	24	.	.	PUNCT
brj-24958	366	1	future	future	ADJ
brj-24958	366	2	research	research	NOUN
brj-24958	366	3	efforts	effort	NOUN
brj-24958	366	4	should	should	AUX
brj-24958	366	5	focus	focus	VERB
brj-24958	366	6	on	on	ADP
brj-24958	366	7	enhancing	enhance	VERB
brj-24958	366	8	the	the	DET
brj-24958	366	9	predictive	predictive	ADJ
brj-24958	366	10	accuracy	accuracy	NOUN
brj-24958	366	11	of	of	ADP
brj-24958	366	12	these	these	DET
brj-24958	366	13	theoretical	theoretical	ADJ
brj-24958	366	14	models	model	NOUN
brj-24958	366	15	,	,	PUNCT
brj-24958	366	16	while	while	SCONJ
brj-24958	366	17	also	also	ADV
brj-24958	366	18	expanding	expand	VERB
brj-24958	366	19	the	the	DET
brj-24958	366	20	investigation	investigation	NOUN
brj-24958	366	21	to	to	PART
brj-24958	366	22	include	include	VERB
brj-24958	366	23	dynamic	dynamic	ADJ
brj-24958	366	24	loading	loading	NOUN
brj-24958	366	25	scenarios	scenario	NOUN
brj-24958	366	26	and	and	CCONJ
brj-24958	366	27	long	long	ADJ
brj-24958	366	28	-	-	PUNCT
brj-24958	366	29	term	term	NOUN
brj-24958	366	30	performance	performance	NOUN
brj-24958	366	31	assessments	assessment	NOUN
brj-24958	366	32	under	under	ADP
brj-24958	366	33	various	various	ADJ
brj-24958	366	34	service	service	NOUN
brj-24958	366	35	conditions	condition	NOUN
brj-24958	366	36	.	.	PUNCT
brj-24958	367	1	conclusions	conclusion	NOUN
brj-24958	367	2	1	1	X
brj-24958	367	3	.	.	PUNCT
brj-24958	368	1	the	the	DET
brj-24958	368	2	finite	finite	PROPN
brj-24958	368	3	element	element	NOUN
brj-24958	368	4	(	(	PUNCT
brj-24958	368	5	fe	fe	NOUN
brj-24958	368	6	)	)	PUNCT
brj-24958	368	7	model	model	NOUN
brj-24958	368	8	developed	develop	VERB
brj-24958	368	9	demonstrated	demonstrate	VERB
brj-24958	368	10	strong	strong	ADJ
brj-24958	368	11	predictive	predictive	ADJ
brj-24958	368	12	capability	capability	NOUN
brj-24958	368	13	in	in	ADP
brj-24958	368	14	simulating	simulate	VERB
brj-24958	368	15	the	the	DET
brj-24958	368	16	structural	structural	ADJ
brj-24958	368	17	performance	performance	NOUN
brj-24958	368	18	of	of	ADP
brj-24958	368	19	timber	timber	NOUN
brj-24958	368	20	concrete	concrete	ADJ
brj-24958	368	21	composite	composite	NOUN
brj-24958	368	22	(	(	PUNCT
brj-24958	368	23	tcc	tcc	NOUN
brj-24958	368	24	)	)	PUNCT
brj-24958	368	25	connectors	connector	NOUN
brj-24958	368	26	,	,	PUNCT
brj-24958	368	27	successfully	successfully	ADV
brj-24958	368	28	reproducing	reproduce	VERB
brj-24958	368	29	experimentally	experimentally	ADV
brj-24958	368	30	observed	observe	VERB
brj-24958	368	31	load	load	NOUN
brj-24958	368	32	–	–	PUNCT
brj-24958	368	33	slip	slip	NOUN
brj-24958	368	34	curves	curve	NOUN
brj-24958	368	35	and	and	CCONJ
brj-24958	368	36	failure	failure	NOUN
brj-24958	368	37	modes	mode	NOUN
brj-24958	368	38	with	with	ADP
brj-24958	368	39	high	high	ADJ
brj-24958	368	40	fidelity	fidelity	NOUN
brj-24958	368	41	.	.	PUNCT
brj-24958	369	1	the	the	DET
brj-24958	369	2	most	most	ADV
brj-24958	369	3	common	common	ADJ
brj-24958	369	4	failure	failure	NOUN
brj-24958	369	5	modes	mode	NOUN
brj-24958	369	6	identified	identify	VERB
brj-24958	369	7	were	be	AUX
brj-24958	369	8	:	:	PUNCT
brj-24958	369	9	(	(	PUNCT
brj-24958	369	10	1	1	X
brj-24958	369	11	)	)	PUNCT
brj-24958	369	12	for	for	ADP
brj-24958	369	13	the	the	DET
brj-24958	369	14	gl	gl	PROPN
brj-24958	369	15	peer	peer	NOUN
brj-24958	369	16	-	-	PUNCT
brj-24958	369	17	reviewed	review	VERB
brj-24958	369	18	article	article	NOUN
brj-24958	369	19	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	369	20	yang	yang	PROPN
brj-24958	369	21	et	et	PROPN
brj-24958	369	22	al	al	PROPN
brj-24958	369	23	.	.	PROPN
brj-24958	370	1	(	(	PUNCT
brj-24958	370	2	2025	2025	NUM
brj-24958	370	3	)	)	PUNCT
brj-24958	370	4	.	.	PUNCT
brj-24958	371	1	“	"	PUNCT
brj-24958	371	2	glulam	glulam	NOUN
brj-24958	371	3	-	-	PUNCT
brj-24958	371	4	concrete	concrete	ADJ
brj-24958	371	5	connectors	connector	NOUN
brj-24958	371	6	,	,	PUNCT
brj-24958	371	7	”	"	PUNCT
brj-24958	371	8	bioresources	bioresource	NOUN
brj-24958	371	9	20(4	20(4	NOUN
brj-24958	371	10	)	)	PUNCT
brj-24958	371	11	,	,	PUNCT
brj-24958	371	12	10460	10460	NUM
brj-24958	371	13	-	-	SYM
brj-24958	371	14	10486	10486	NUM
brj-24958	371	15	.	.	PUNCT
brj-24958	372	1	10481	10481	NUM
brj-24958	372	2	series	series	NOUN
brj-24958	372	3	(	(	PUNCT
brj-24958	372	4	no	no	DET
brj-24958	372	5	notches	notch	NOUN
brj-24958	372	6	):	):	PUNCT
brj-24958	372	7	a	a	DET
brj-24958	372	8	combination	combination	NOUN
brj-24958	372	9	of	of	ADP
brj-24958	372	10	timber	timber	NOUN
brj-24958	372	11	embedment	embedment	NOUN
brj-24958	372	12	crushing	crush	VERB
brj-24958	372	13	(	(	PUNCT
brj-24958	372	14	model	model	NOUN
brj-24958	372	15	i	i	PROPN
brj-24958	372	16	)	)	PUNCT
brj-24958	372	17	and	and	CCONJ
brj-24958	372	18	gir	gir	VERB
brj-24958	372	19	single	single	ADJ
brj-24958	372	20	-	-	PUNCT
brj-24958	372	21	plastic	plastic	NOUN
brj-24958	372	22	hinge	hinge	NOUN
brj-24958	372	23	formation	formation	NOUN
brj-24958	372	24	(	(	PUNCT
brj-24958	372	25	model	model	NOUN
brj-24958	372	26	ii	ii	PROPN
brj-24958	372	27	)	)	PUNCT
brj-24958	372	28	was	be	AUX
brj-24958	372	29	observed	observe	VERB
brj-24958	372	30	in	in	ADP
brj-24958	372	31	80	80	NUM
brj-24958	372	32	%	%	NOUN
brj-24958	372	33	of	of	ADP
brj-24958	372	34	specimens	specimen	NOUN
brj-24958	372	35	.	.	PUNCT
brj-24958	373	1	this	this	PRON
brj-24958	373	2	arose	arise	VERB
brj-24958	373	3	from	from	ADP
brj-24958	373	4	shear	shear	NOUN
brj-24958	373	5	stress	stress	NOUN
brj-24958	373	6	concentration	concentration	NOUN
brj-24958	373	7	at	at	ADP
brj-24958	373	8	the	the	DET
brj-24958	373	9	gir	gir	NOUN
brj-24958	373	10	-	-	PUNCT
brj-24958	373	11	timber	timber	NOUN
brj-24958	373	12	interface	interface	NOUN
brj-24958	373	13	.	.	PUNCT
brj-24958	374	1	(	(	PUNCT
brj-24958	374	2	2	2	X
brj-24958	374	3	)	)	PUNCT
brj-24958	374	4	for	for	ADP
brj-24958	374	5	the	the	DET
brj-24958	374	6	rg	rg	PROPN
brj-24958	374	7	series	series	PROPN
brj-24958	374	8	(	(	PUNCT
brj-24958	374	9	with	with	ADP
brj-24958	374	10	notches	notch	NOUN
brj-24958	374	11	):	):	PUNCT
brj-24958	374	12	concrete	concrete	ADJ
brj-24958	374	13	tensile	tensile	NOUN
brj-24958	374	14	cracking	crack	VERB
brj-24958	374	15	at	at	ADP
brj-24958	374	16	the	the	DET
brj-24958	374	17	notch	notch	NOUN
brj-24958	374	18	followed	follow	VERB
brj-24958	374	19	by	by	ADP
brj-24958	374	20	timber	timber	NOUN
brj-24958	374	21	embedment	embedment	ADJ
brj-24958	374	22	crushing	crushing	NOUN
brj-24958	374	23	was	be	AUX
brj-24958	374	24	observed	observe	VERB
brj-24958	374	25	in	in	ADP
brj-24958	374	26	75	75	NUM
brj-24958	374	27	%	%	NOUN
brj-24958	374	28	of	of	ADP
brj-24958	374	29	specimens	specimen	NOUN
brj-24958	374	30	.	.	PUNCT
brj-24958	375	1	this	this	PRON
brj-24958	375	2	was	be	AUX
brj-24958	375	3	due	due	ADJ
brj-24958	375	4	to	to	ADP
brj-24958	375	5	notch	notch	ADV
brj-24958	375	6	-	-	PUNCT
brj-24958	375	7	induced	induced	ADJ
brj-24958	375	8	stress	stress	NOUN
brj-24958	375	9	redistribution	redistribution	NOUN
brj-24958	375	10	,	,	PUNCT
brj-24958	375	11	where	where	SCONJ
brj-24958	375	12	concrete	concrete	NOUN
brj-24958	375	13	failed	fail	VERB
brj-24958	375	14	first	first	ADV
brj-24958	375	15	in	in	ADP
brj-24958	375	16	tension	tension	NOUN
brj-24958	375	17	before	before	ADP
brj-24958	375	18	load	load	NOUN
brj-24958	375	19	transferred	transfer	VERB
brj-24958	375	20	to	to	ADP
brj-24958	375	21	timber	timber	NOUN
brj-24958	375	22	and	and	CCONJ
brj-24958	375	23	gir	gir	PROPN
brj-24958	375	24	.	.	PUNCT
brj-24958	376	1	minor	minor	ADJ
brj-24958	376	2	post	post	ADJ
brj-24958	376	3	-	-	ADJ
brj-24958	376	4	peak	peak	ADJ
brj-24958	376	5	deviations	deviation	NOUN
brj-24958	376	6	in	in	ADP
brj-24958	376	7	the	the	DET
brj-24958	376	8	fe	fe	NOUN
brj-24958	376	9	model	model	NOUN
brj-24958	376	10	were	be	AUX
brj-24958	376	11	attributed	attribute	VERB
brj-24958	376	12	to	to	ADP
brj-24958	376	13	localized	localized	ADJ
brj-24958	376	14	damage	damage	NOUN
brj-24958	376	15	(	(	PUNCT
brj-24958	376	16	e.g.	e.g.	ADV
brj-24958	376	17	,	,	PUNCT
brj-24958	376	18	micro	micro	NOUN
brj-24958	376	19	-	-	NOUN
brj-24958	376	20	cracking	crack	VERB
brj-24958	376	21	in	in	ADP
brj-24958	376	22	concrete	concrete	NOUN
brj-24958	376	23	)	)	PUNCT
brj-24958	376	24	and	and	CCONJ
brj-24958	376	25	simplifications	simplification	NOUN
brj-24958	376	26	in	in	ADP
brj-24958	376	27	bonding	bond	VERB
brj-24958	376	28	behavior	behavior	NOUN
brj-24958	376	29	modeling	modeling	NOUN
brj-24958	376	30	.	.	PUNCT
brj-24958	377	1	2	2	X
brj-24958	377	2	.	.	X
brj-24958	377	3	the	the	DET
brj-24958	377	4	load	load	NOUN
brj-24958	377	5	-	-	PUNCT
brj-24958	377	6	carrying	carry	VERB
brj-24958	377	7	capacity	capacity	NOUN
brj-24958	377	8	and	and	CCONJ
brj-24958	377	9	stiffness	stiffness	NOUN
brj-24958	377	10	of	of	ADP
brj-24958	377	11	connectors	connector	NOUN
brj-24958	377	12	without	without	ADP
brj-24958	377	13	notches	notch	NOUN
brj-24958	377	14	(	(	PUNCT
brj-24958	377	15	gl	gl	NOUN
brj-24958	377	16	series	series	PROPN
brj-24958	377	17	)	)	PUNCT
brj-24958	377	18	were	be	AUX
brj-24958	377	19	effectively	effectively	ADV
brj-24958	377	20	improved	improve	VERB
brj-24958	377	21	by	by	ADP
brj-24958	377	22	increasing	increase	VERB
brj-24958	377	23	the	the	DET
brj-24958	377	24	gir	gir	ADJ
brj-24958	377	25	diameter	diameter	NOUN
brj-24958	377	26	and	and	CCONJ
brj-24958	377	27	embedment	embedment	ADJ
brj-24958	377	28	length	length	NOUN
brj-24958	377	29	.	.	PUNCT
brj-24958	378	1	however	however	ADV
brj-24958	378	2	,	,	PUNCT
brj-24958	378	3	beyond	beyond	ADP
brj-24958	378	4	a	a	DET
brj-24958	378	5	critical	critical	ADJ
brj-24958	378	6	embedment	embedment	ADJ
brj-24958	378	7	length	length	NOUN
brj-24958	378	8	,	,	PUNCT
brj-24958	378	9	the	the	DET
brj-24958	378	10	rate	rate	NOUN
brj-24958	378	11	of	of	ADP
brj-24958	378	12	stiffness	stiffness	ADJ
brj-24958	378	13	enhancement	enhancement	NOUN
brj-24958	378	14	gradually	gradually	ADV
brj-24958	378	15	decreased	decrease	VERB
brj-24958	378	16	due	due	ADJ
brj-24958	378	17	to	to	ADP
brj-24958	378	18	stress	stress	NOUN
brj-24958	378	19	concentration	concentration	NOUN
brj-24958	378	20	occurring	occur	VERB
brj-24958	378	21	at	at	ADP
brj-24958	378	22	the	the	DET
brj-24958	378	23	terminal	terminal	ADJ
brj-24958	378	24	regions	region	NOUN
brj-24958	378	25	of	of	ADP
brj-24958	378	26	the	the	DET
brj-24958	378	27	embedment	embedment	ADJ
brj-24958	378	28	zone	zone	NOUN
brj-24958	378	29	.	.	PUNCT
brj-24958	379	1	for	for	ADP
brj-24958	379	2	connectors	connector	NOUN
brj-24958	379	3	featuring	feature	VERB
brj-24958	379	4	notches	notch	NOUN
brj-24958	379	5	(	(	PUNCT
brj-24958	379	6	rg	rg	PROPN
brj-24958	379	7	series	series	PROPN
brj-24958	379	8	)	)	PUNCT
brj-24958	379	9	,	,	PUNCT
brj-24958	379	10	a	a	DET
brj-24958	379	11	notch	notch	ADJ
brj-24958	379	12	dimension	dimension	NOUN
brj-24958	379	13	of	of	ADP
brj-24958	379	14	100	100	NUM
brj-24958	379	15	mm	mm	NOUN
brj-24958	379	16	was	be	AUX
brj-24958	379	17	found	find	VERB
brj-24958	379	18	to	to	PART
brj-24958	379	19	offer	offer	VERB
brj-24958	379	20	an	an	DET
brj-24958	379	21	optimal	optimal	ADJ
brj-24958	379	22	balance	balance	NOUN
brj-24958	379	23	between	between	ADP
brj-24958	379	24	stiffness	stiffness	ADJ
brj-24958	379	25	performance	performance	NOUN
brj-24958	379	26	and	and	CCONJ
brj-24958	379	27	loadbearing	loadbearing	NOUN
brj-24958	379	28	capacity	capacity	NOUN
brj-24958	379	29	.	.	PUNCT
brj-24958	380	1	notably	notably	ADV
brj-24958	380	2	,	,	PUNCT
brj-24958	380	3	smaller	small	ADJ
brj-24958	380	4	notch	notch	NOUN
brj-24958	380	5	sizes	size	NOUN
brj-24958	380	6	led	lead	VERB
brj-24958	380	7	to	to	ADP
brj-24958	380	8	reduced	reduce	VERB
brj-24958	380	9	material	material	NOUN
brj-24958	380	10	interlocking	interlocking	NOUN
brj-24958	380	11	,	,	PUNCT
brj-24958	380	12	whereas	whereas	SCONJ
brj-24958	380	13	excessively	excessively	ADV
brj-24958	380	14	large	large	ADJ
brj-24958	380	15	notches	notch	NOUN
brj-24958	380	16	compromised	compromise	VERB
brj-24958	380	17	the	the	DET
brj-24958	380	18	overall	overall	ADJ
brj-24958	380	19	structural	structural	ADJ
brj-24958	380	20	integrity	integrity	NOUN
brj-24958	380	21	.	.	PUNCT
brj-24958	381	1	the	the	DET
brj-24958	381	2	embedment	embedment	ADJ
brj-24958	381	3	length	length	NOUN
brj-24958	381	4	of	of	ADP
brj-24958	381	5	gir	gir	PROPN
brj-24958	381	6	within	within	ADP
brj-24958	381	7	the	the	DET
brj-24958	381	8	concrete	concrete	ADJ
brj-24958	381	9	matrix	matrix	NOUN
brj-24958	381	10	was	be	AUX
brj-24958	381	11	identified	identify	VERB
brj-24958	381	12	as	as	ADP
brj-24958	381	13	a	a	DET
brj-24958	381	14	critical	critical	ADJ
brj-24958	381	15	factor	factor	NOUN
brj-24958	381	16	influencing	influence	VERB
brj-24958	381	17	load	load	NOUN
brj-24958	381	18	capacity	capacity	NOUN
brj-24958	381	19	,	,	PUNCT
brj-24958	381	20	where	where	SCONJ
brj-24958	381	21	shorter	short	ADJ
brj-24958	381	22	embedment	embedment	ADJ
brj-24958	381	23	lengths	length	NOUN
brj-24958	381	24	were	be	AUX
brj-24958	381	25	shown	show	VERB
brj-24958	381	26	to	to	PART
brj-24958	381	27	enhance	enhance	VERB
brj-24958	381	28	confinement	confinement	ADJ
brj-24958	381	29	effects	effect	NOUN
brj-24958	381	30	and	and	CCONJ
brj-24958	381	31	consequently	consequently	ADV
brj-24958	381	32	improve	improve	VERB
brj-24958	381	33	stiffness	stiffness	ADJ
brj-24958	381	34	characteristics	characteristic	NOUN
brj-24958	381	35	.	.	PUNCT
brj-24958	382	1	acknowledgments	acknowledgment	NOUN
brj-24958	382	2	the	the	DET
brj-24958	382	3	authors	author	NOUN
brj-24958	382	4	greatly	greatly	ADV
brj-24958	382	5	appreciate	appreciate	VERB
brj-24958	382	6	the	the	DET
brj-24958	382	7	financial	financial	ADJ
brj-24958	382	8	support	support	NOUN
brj-24958	382	9	from	from	ADP
brj-24958	382	10	the	the	DET
brj-24958	382	11	national	national	ADJ
brj-24958	382	12	natural	natural	PROPN
brj-24958	382	13	science	science	PROPN
brj-24958	382	14	foundation	foundation	PROPN
brj-24958	382	15	of	of	ADP
brj-24958	382	16	china	china	PROPN
brj-24958	382	17	(	(	PUNCT
brj-24958	382	18	grant	grant	VERB
brj-24958	382	19	no	no	NOUN
brj-24958	382	20	.	.	NOUN
brj-24958	382	21	52108253	52108253	NUM
brj-24958	382	22	)	)	PUNCT
brj-24958	382	23	,	,	PUNCT
brj-24958	382	24	the	the	DET
brj-24958	382	25	natural	natural	ADJ
brj-24958	382	26	science	science	NOUN
brj-24958	382	27	foundation	foundation	PROPN
brj-24958	382	28	of	of	ADP
brj-24958	382	29	jiangsu	jiangsu	PROPN
brj-24958	382	30	province	province	PROPN
brj-24958	382	31	,	,	PUNCT
brj-24958	382	32	china	china	PROPN
brj-24958	382	33	(	(	PUNCT
brj-24958	382	34	grant	grant	VERB
brj-24958	382	35	no	no	INTJ
brj-24958	382	36	.	.	PUNCT
brj-24958	382	37	bk20221387	bk20221387	PROPN
brj-24958	382	38	)	)	PUNCT
brj-24958	382	39	and	and	CCONJ
brj-24958	382	40	the	the	DET
brj-24958	382	41	key	key	ADJ
brj-24958	382	42	laboratory	laboratory	NOUN
brj-24958	382	43	of	of	ADP
brj-24958	382	44	building	build	VERB
brj-24958	382	45	structural	structural	ADJ
brj-24958	382	46	retrofitting	retrofitting	NOUN
brj-24958	382	47	and	and	CCONJ
brj-24958	382	48	underground	underground	ADJ
brj-24958	382	49	space	space	NOUN
brj-24958	382	50	engineering	engineering	NOUN
brj-24958	382	51	(	(	PUNCT
brj-24958	382	52	shandong	shandong	PROPN
brj-24958	382	53	jianzhu	jianzhu	PROPN
brj-24958	382	54	university	university	PROPN
brj-24958	382	55	)	)	PUNCT
brj-24958	382	56	,	,	PUNCT
brj-24958	382	57	and	and	CCONJ
brj-24958	382	58	ministry	ministry	PROPN
brj-24958	382	59	of	of	ADP
brj-24958	382	60	education	education	PROPN
brj-24958	382	61	(	(	PUNCT
brj-24958	382	62	grant	grant	VERB
brj-24958	382	63	no	no	INTJ
brj-24958	382	64	.	.	PUNCT
brj-24958	383	1	mekl202306	mekl202306	PROPN
brj-24958	383	2	)	)	PUNCT
brj-24958	383	3	.	.	PUNCT
brj-24958	384	1	references	reference	NOUN
brj-24958	384	2	cited	cite	VERB
brj-24958	384	3	abaqus	abaqus	PROPN
brj-24958	384	4	user	user	NOUN
brj-24958	384	5	manual	manual	NOUN
brj-24958	384	6	(	(	PUNCT
brj-24958	384	7	2021	2021	NUM
brj-24958	384	8	)	)	PUNCT
brj-24958	384	9	.	.	PUNCT
brj-24958	385	1	abaqus	abaqus	PROPN
brj-24958	385	2	/	/	SYM
brj-24958	385	3	cae	cae	PROPN
brj-24958	385	4	user	user	NOUN
brj-24958	385	5	’s	’s	PART
brj-24958	385	6	manual	manual	NOUN
brj-24958	385	7	.	.	PUNCT
brj-24958	386	1	ahmadi	ahmadi	PROPN
brj-24958	386	2	,	,	PUNCT
brj-24958	386	3	b.	b.	PROPN
brj-24958	386	4	,	,	PUNCT
brj-24958	386	5	and	and	CCONJ
brj-24958	386	6	saka	saka	PROPN
brj-24958	386	7	,	,	PUNCT
brj-24958	386	8	m.	m.	NOUN
brj-24958	386	9	(	(	PUNCT
brj-24958	386	10	1993	1993	NUM
brj-24958	386	11	)	)	PUNCT
brj-24958	386	12	.	.	PUNCT
brj-24958	387	1	“	"	PUNCT
brj-24958	387	2	behavior	behavior	NOUN
brj-24958	387	3	of	of	ADP
brj-24958	387	4	composite	composite	ADJ
brj-24958	387	5	timber	timber	NOUN
brj-24958	387	6	-	-	PUNCT
brj-24958	387	7	concrete	concrete	ADJ
brj-24958	387	8	floors	floor	NOUN
brj-24958	387	9	,	,	PUNCT
brj-24958	387	10	”	"	PUNCT
brj-24958	387	11	journal	journal	NOUN
brj-24958	387	12	of	of	ADP
brj-24958	387	13	structural	structural	ADJ
brj-24958	387	14	engineering	engineering	NOUN
brj-24958	387	15	119(11	119(11	NUM
brj-24958	387	16	)	)	PUNCT
brj-24958	387	17	,	,	PUNCT
brj-24958	387	18	3111	3111	NUM
brj-24958	387	19	-	-	SYM
brj-24958	387	20	3130	3130	NUM
brj-24958	387	21	.	.	PUNCT
brj-24958	388	1	azinović	azinović	PROPN
brj-24958	388	2	,	,	PUNCT
brj-24958	388	3	b.	b.	PROPN
brj-24958	388	4	,	,	PUNCT
brj-24958	388	5	danielsson	danielsson	PROPN
brj-24958	388	6	,	,	PUNCT
brj-24958	388	7	h.	h.	PROPN
brj-24958	388	8	,	,	PUNCT
brj-24958	388	9	serrano	serrano	PROPN
brj-24958	388	10	,	,	PUNCT
brj-24958	388	11	e.	e.	PROPN
brj-24958	388	12	,	,	PUNCT
brj-24958	388	13	and	and	CCONJ
brj-24958	388	14	kramar	kramar	PROPN
brj-24958	388	15	,	,	PUNCT
brj-24958	388	16	m.	m.	NOUN
brj-24958	388	17	(	(	PUNCT
brj-24958	388	18	2019	2019	NUM
brj-24958	388	19	)	)	PUNCT
brj-24958	388	20	.	.	PUNCT
brj-24958	389	1	“	"	PUNCT
brj-24958	389	2	glued	glue	VERB
brj-24958	389	3	-	-	PUNCT
brj-24958	389	4	in	in	ADP
brj-24958	389	5	rods	rod	NOUN
brj-24958	389	6	in	in	ADP
brj-24958	389	7	cross	cross	NOUN
brj-24958	389	8	laminated	laminate	VERB
brj-24958	389	9	timber	timber	NOUN
brj-24958	389	10	–	–	PUNCT
brj-24958	389	11	numerical	numerical	ADJ
brj-24958	389	12	simulations	simulation	NOUN
brj-24958	389	13	and	and	CCONJ
brj-24958	389	14	parametric	parametric	ADJ
brj-24958	389	15	studies	study	NOUN
brj-24958	389	16	,	,	PUNCT
brj-24958	389	17	”	"	PUNCT
brj-24958	389	18	construction	construction	NOUN
brj-24958	389	19	and	and	CCONJ
brj-24958	389	20	building	building	NOUN
brj-24958	389	21	materials	material	NOUN
brj-24958	389	22	212	212	NUM
brj-24958	389	23	,	,	PUNCT
brj-24958	389	24	431	431	NUM
brj-24958	389	25	-	-	SYM
brj-24958	389	26	441	441	NUM
brj-24958	389	27	.	.	PUNCT
brj-24958	389	28	doi	doi	NOUN
brj-24958	389	29	:	:	PUNCT
brj-24958	389	30	10.1016	10.1016	NUM
brj-24958	389	31	/	/	SYM
brj-24958	389	32	j.conbuildmat.2019.03.331	j.conbuildmat.2019.03.331	X
brj-24958	389	33	bedon	bedon	PROPN
brj-24958	389	34	,	,	PUNCT
brj-24958	389	35	c.	c.	PROPN
brj-24958	389	36	,	,	PUNCT
brj-24958	389	37	and	and	CCONJ
brj-24958	389	38	fragiacomo	fragiacomo	NOUN
brj-24958	389	39	,	,	PUNCT
brj-24958	389	40	m.	m.	NOUN
brj-24958	389	41	(	(	PUNCT
brj-24958	389	42	2017	2017	NUM
brj-24958	389	43	)	)	PUNCT
brj-24958	389	44	.	.	PUNCT
brj-24958	390	1	“	"	PUNCT
brj-24958	390	2	three	three	NUM
brj-24958	390	3	-	-	PUNCT
brj-24958	390	4	dimensional	dimensional	ADJ
brj-24958	390	5	modelling	modelling	NOUN
brj-24958	390	6	of	of	ADP
brj-24958	390	7	notched	notch	VERB
brj-24958	390	8	connections	connection	NOUN
brj-24958	390	9	for	for	ADP
brj-24958	390	10	timber	timber	NOUN
brj-24958	390	11	–	–	PUNCT
brj-24958	390	12	concrete	concrete	ADJ
brj-24958	390	13	composite	composite	ADJ
brj-24958	390	14	beams	beam	NOUN
brj-24958	390	15	,	,	PUNCT
brj-24958	390	16	”	"	PUNCT
brj-24958	390	17	structural	structural	ADJ
brj-24958	390	18	engineering	engineering	NOUN
brj-24958	390	19	international	international	PROPN
brj-24958	390	20	27(2	27(2	PROPN
brj-24958	390	21	)	)	PUNCT
brj-24958	390	22	,	,	PUNCT
brj-24958	390	23	184	184	NUM
brj-24958	390	24	-	-	SYM
brj-24958	390	25	196	196	NUM
brj-24958	390	26	.	.	PUNCT
brj-24958	391	1	blass	blass	PROPN
brj-24958	391	2	,	,	PUNCT
brj-24958	391	3	h.	h.	PROPN
brj-24958	391	4	j.	j.	PROPN
brj-24958	391	5	,	,	PUNCT
brj-24958	391	6	and	and	CCONJ
brj-24958	391	7	colling	colling	NOUN
brj-24958	391	8	,	,	PUNCT
brj-24958	391	9	f.	f.	PROPN
brj-24958	391	10	(	(	PUNCT
brj-24958	391	11	2015	2015	NUM
brj-24958	391	12	)	)	PUNCT
brj-24958	391	13	.	.	PUNCT
brj-24958	392	1	“	"	PUNCT
brj-24958	392	2	load	load	NOUN
brj-24958	392	3	-	-	PUNCT
brj-24958	392	4	carrying	carry	VERB
brj-24958	392	5	capacity	capacity	NOUN
brj-24958	392	6	of	of	ADP
brj-24958	392	7	dowelled	dowelle	VERB
brj-24958	392	8	connections	connection	NOUN
brj-24958	392	9	,	,	PUNCT
brj-24958	392	10	”	"	PUNCT
brj-24958	392	11	in	in	ADP
brj-24958	392	12	:	:	PUNCT
brj-24958	392	13	proceedings	proceeding	NOUN
brj-24958	392	14	of	of	ADP
brj-24958	392	15	the	the	DET
brj-24958	392	16	48th	48th	ADJ
brj-24958	392	17	inter	inter	ADJ
brj-24958	392	18	meeting	meeting	NOUN
brj-24958	392	19	.	.	PUNCT
brj-24958	393	1	boccadoro	boccadoro	PROPN
brj-24958	393	2	,	,	PUNCT
brj-24958	393	3	l.	l.	PROPN
brj-24958	393	4	,	,	PUNCT
brj-24958	393	5	and	and	CCONJ
brj-24958	393	6	frangi	frangi	NOUN
brj-24958	393	7	,	,	PUNCT
brj-24958	393	8	a.	a.	NOUN
brj-24958	393	9	(	(	PUNCT
brj-24958	393	10	2014	2014	NUM
brj-24958	393	11	)	)	PUNCT
brj-24958	393	12	.	.	PUNCT
brj-24958	394	1	“	"	PUNCT
brj-24958	394	2	experimental	experimental	ADJ
brj-24958	394	3	analysis	analysis	NOUN
brj-24958	394	4	of	of	ADP
brj-24958	394	5	the	the	DET
brj-24958	394	6	structural	structural	ADJ
brj-24958	394	7	behavior	behavior	NOUN
brj-24958	394	8	of	of	ADP
brj-24958	394	9	timber	timber	NOUN
brj-24958	394	10	-	-	PUNCT
brj-24958	394	11	concrete	concrete	NOUN
brj-24958	394	12	composite	composite	ADJ
brj-24958	394	13	slabs	slab	NOUN
brj-24958	394	14	made	make	VERB
brj-24958	394	15	of	of	ADP
brj-24958	394	16	beech	beech	NOUN
brj-24958	394	17	-	-	PUNCT
brj-24958	394	18	laminated	laminate	VERB
brj-24958	394	19	veneer	veneer	NOUN
brj-24958	394	20	lumber	lumber	NOUN
brj-24958	394	21	,	,	PUNCT
brj-24958	394	22	”	"	PUNCT
brj-24958	394	23	journal	journal	ADJ
brj-24958	394	24	peer	peer	NOUN
brj-24958	394	25	-	-	PUNCT
brj-24958	394	26	reviewed	review	VERB
brj-24958	394	27	article	article	NOUN
brj-24958	394	28	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	394	29	yang	yang	PROPN
brj-24958	394	30	et	et	PROPN
brj-24958	394	31	al	al	PROPN
brj-24958	394	32	.	.	PROPN
brj-24958	395	1	(	(	PUNCT
brj-24958	395	2	2025	2025	NUM
brj-24958	395	3	)	)	PUNCT
brj-24958	395	4	.	.	PUNCT
brj-24958	396	1	“	"	PUNCT
brj-24958	396	2	glulam	glulam	NOUN
brj-24958	396	3	-	-	PUNCT
brj-24958	396	4	concrete	concrete	ADJ
brj-24958	396	5	connectors	connector	NOUN
brj-24958	396	6	,	,	PUNCT
brj-24958	396	7	”	"	PUNCT
brj-24958	396	8	bioresources	bioresource	NOUN
brj-24958	396	9	20(4	20(4	NOUN
brj-24958	396	10	)	)	PUNCT
brj-24958	396	11	,	,	PUNCT
brj-24958	396	12	10460	10460	NUM
brj-24958	396	13	-	-	SYM
brj-24958	396	14	10486	10486	NUM
brj-24958	396	15	.	.	PUNCT
brj-24958	397	1	10482	10482	NUM
brj-24958	397	2	of	of	ADP
brj-24958	397	3	performance	performance	NOUN
brj-24958	397	4	of	of	ADP
brj-24958	397	5	constructed	construct	VERB
brj-24958	397	6	facilities	facility	NOUN
brj-24958	397	7	28(6	28(6	NOUN
brj-24958	397	8	)	)	PUNCT
brj-24958	397	9	,	,	PUNCT
brj-24958	397	10	article	article	NOUN
brj-24958	397	11	a4014006	a4014006	PROPN
brj-24958	397	12	.	.	PUNCT
brj-24958	398	1	boccadoro	boccadoro	PROPN
brj-24958	398	2	,	,	PUNCT
brj-24958	398	3	l.	l.	PROPN
brj-24958	398	4	,	,	PUNCT
brj-24958	398	5	zweidler	zweidler	PROPN
brj-24958	398	6	,	,	PUNCT
brj-24958	398	7	s.	s.	PROPN
brj-24958	398	8	,	,	PUNCT
brj-24958	398	9	steiger	steiger	PROPN
brj-24958	398	10	,	,	PUNCT
brj-24958	398	11	r.	r.	PROPN
brj-24958	398	12	,	,	PUNCT
brj-24958	398	13	and	and	CCONJ
brj-24958	398	14	frangi	frangi	PROPN
brj-24958	398	15	,	,	PUNCT
brj-24958	398	16	a.	a.	NOUN
brj-24958	398	17	(	(	PUNCT
brj-24958	398	18	2017	2017	NUM
brj-24958	398	19	)	)	PUNCT
brj-24958	398	20	.	.	PUNCT
brj-24958	399	1	“	"	PUNCT
brj-24958	399	2	bending	bend	VERB
brj-24958	399	3	tests	test	NOUN
brj-24958	399	4	on	on	ADP
brj-24958	399	5	timberconcrete	timberconcrete	ADJ
brj-24958	399	6	composite	composite	ADJ
brj-24958	399	7	members	member	NOUN
brj-24958	399	8	made	make	VERB
brj-24958	399	9	of	of	ADP
brj-24958	399	10	beech	beech	NOUN
brj-24958	399	11	laminated	laminate	VERB
brj-24958	399	12	veneer	veneer	NOUN
brj-24958	399	13	lumber	lumber	NOUN
brj-24958	399	14	with	with	ADP
brj-24958	399	15	notched	notch	VERB
brj-24958	399	16	connection	connection	NOUN
brj-24958	399	17	,	,	PUNCT
brj-24958	399	18	”	"	PUNCT
brj-24958	399	19	engineering	engineering	NOUN
brj-24958	399	20	structures	structure	NOUN
brj-24958	399	21	132	132	NUM
brj-24958	399	22	,	,	PUNCT
brj-24958	399	23	14	14	NUM
brj-24958	399	24	-	-	SYM
brj-24958	399	25	28	28	NUM
brj-24958	399	26	.	.	PUNCT
brj-24958	400	1	doi	doi	NOUN
brj-24958	400	2	:	:	PUNCT
brj-24958	400	3	10.1016	10.1016	NUM
brj-24958	400	4	/	/	SYM
brj-24958	400	5	j.engstruct.2016.11.029	j.engstruct.2016.11.029	PROPN
brj-24958	400	6	bodig	bodig	PROPN
brj-24958	400	7	,	,	PUNCT
brj-24958	400	8	j.	j.	PROPN
brj-24958	400	9	,	,	PUNCT
brj-24958	400	10	and	and	CCONJ
brj-24958	400	11	jayne	jayne	PROPN
brj-24958	400	12	,	,	PUNCT
brj-24958	400	13	b.	b.	PROPN
brj-24958	400	14	a.	a.	PROPN
brj-24958	400	15	(	(	PUNCT
brj-24958	400	16	1982	1982	NUM
brj-24958	400	17	)	)	PUNCT
brj-24958	400	18	.	.	PUNCT
brj-24958	401	1	mechanics	mechanic	NOUN
brj-24958	401	2	of	of	ADP
brj-24958	401	3	wood	wood	NOUN
brj-24958	401	4	and	and	CCONJ
brj-24958	401	5	wood	wood	NOUN
brj-24958	401	6	composites	composite	NOUN
brj-24958	401	7	,	,	PUNCT
brj-24958	401	8	van	van	PROPN
brj-24958	401	9	nostrand	nostrand	PROPN
brj-24958	401	10	reinhold	reinhold	PROPN
brj-24958	401	11	company	company	PROPN
brj-24958	401	12	.	.	PUNCT
brj-24958	402	1	cao	cao	PROPN
brj-24958	402	2	,	,	PUNCT
brj-24958	402	3	j.	j.	PROPN
brj-24958	402	4	,	,	PUNCT
brj-24958	402	5	xiong	xiong	PROPN
brj-24958	402	6	,	,	PUNCT
brj-24958	402	7	h.	h.	PROPN
brj-24958	402	8	,	,	PUNCT
brj-24958	402	9	and	and	CCONJ
brj-24958	402	10	chen	chen	PROPN
brj-24958	402	11	,	,	PUNCT
brj-24958	402	12	j.	j.	PROPN
brj-24958	402	13	(	(	PUNCT
brj-24958	402	14	2021a	2021a	NUM
brj-24958	402	15	)	)	PUNCT
brj-24958	402	16	.	.	PUNCT
brj-24958	403	1	“	"	PUNCT
brj-24958	403	2	mechanical	mechanical	ADJ
brj-24958	403	3	performance	performance	NOUN
brj-24958	403	4	of	of	ADP
brj-24958	403	5	timber	timber	NOUN
brj-24958	403	6	-	-	PUNCT
brj-24958	403	7	concrete	concrete	NOUN
brj-24958	403	8	bolted	bolt	VERB
brj-24958	403	9	connections	connection	NOUN
brj-24958	403	10	under	under	ADP
brj-24958	403	11	cyclic	cyclic	ADJ
brj-24958	403	12	loading	loading	NOUN
brj-24958	403	13	,	,	PUNCT
brj-24958	403	14	”	"	PUNCT
brj-24958	403	15	structures	structure	NOUN
brj-24958	403	16	34	34	NUM
brj-24958	403	17	,	,	PUNCT
brj-24958	403	18	3464	3464	NUM
brj-24958	403	19	-	-	SYM
brj-24958	403	20	3477	3477	NUM
brj-24958	403	21	.	.	PUNCT
brj-24958	404	1	doi	doi	NOUN
brj-24958	404	2	:	:	PUNCT
brj-24958	404	3	10.1016	10.1016	NUM
brj-24958	404	4	/	/	SYM
brj-24958	404	5	j.istruc.2021.09.086	j.istruc.2021.09.086	PROPN
brj-24958	404	6	cao	cao	PROPN
brj-24958	404	7	,	,	PUNCT
brj-24958	404	8	j.	j.	PROPN
brj-24958	404	9	,	,	PUNCT
brj-24958	404	10	xiong	xiong	PROPN
brj-24958	404	11	,	,	PUNCT
brj-24958	404	12	h.	h.	PROPN
brj-24958	404	13	,	,	PUNCT
brj-24958	404	14	and	and	CCONJ
brj-24958	404	15	peng	peng	PROPN
brj-24958	404	16	,	,	PUNCT
brj-24958	404	17	t.	t.	PROPN
brj-24958	404	18	(	(	PUNCT
brj-24958	404	19	2021b	2021b	NUM
brj-24958	404	20	)	)	PUNCT
brj-24958	404	21	.	.	PUNCT
brj-24958	405	1	“	"	PUNCT
brj-24958	405	2	load	load	NOUN
brj-24958	405	3	-	-	PUNCT
brj-24958	405	4	carrying	carry	VERB
brj-24958	405	5	capacity	capacity	NOUN
brj-24958	405	6	analysis	analysis	NOUN
brj-24958	405	7	for	for	ADP
brj-24958	405	8	timberconcrete	timberconcrete	NOUN
brj-24958	405	9	bolted	bolt	VERB
brj-24958	405	10	connections	connection	NOUN
brj-24958	405	11	considering	consider	VERB
brj-24958	405	12	the	the	DET
brj-24958	405	13	effect	effect	NOUN
brj-24958	405	14	of	of	ADP
brj-24958	405	15	steel	steel	NOUN
brj-24958	405	16	pads	pad	NOUN
brj-24958	405	17	,	,	PUNCT
brj-24958	405	18	”	"	PUNCT
brj-24958	405	19	engineering	engineering	NOUN
brj-24958	405	20	structures	structure	NOUN
brj-24958	405	21	247	247	NUM
brj-24958	405	22	,	,	PUNCT
brj-24958	405	23	article	article	NOUN
brj-24958	405	24	113095	113095	NUM
brj-24958	405	25	.	.	PUNCT
brj-24958	406	1	doi	doi	NOUN
brj-24958	406	2	:	:	PUNCT
brj-24958	406	3	10.1016	10.1016	NUM
brj-24958	406	4	/	/	SYM
brj-24958	406	5	j.engstruct.2021.113095	j.engstruct.2021.113095	PROPN
brj-24958	406	6	chen	chen	PROPN
brj-24958	406	7	,	,	PUNCT
brj-24958	406	8	l.	l.	PROPN
brj-24958	406	9	,	,	PUNCT
brj-24958	406	10	yang	yang	PROPN
brj-24958	406	11	,	,	PUNCT
brj-24958	406	12	l.	l.	PROPN
brj-24958	406	13	,	,	PUNCT
brj-24958	406	14	and	and	CCONJ
brj-24958	406	15	xu	xu	PROPN
brj-24958	406	16	,	,	PUNCT
brj-24958	406	17	k.	k.	PROPN
brj-24958	406	18	(	(	PUNCT
brj-24958	406	19	2025	2025	NUM
brj-24958	406	20	)	)	PUNCT
brj-24958	406	21	.	.	PUNCT
brj-24958	407	1	“	"	PUNCT
brj-24958	407	2	experimental	experimental	ADJ
brj-24958	407	3	and	and	CCONJ
brj-24958	407	4	numerical	numerical	ADJ
brj-24958	407	5	research	research	NOUN
brj-24958	407	6	on	on	ADP
brj-24958	407	7	overall	overall	ADJ
brj-24958	407	8	stability	stability	NOUN
brj-24958	407	9	of	of	ADP
brj-24958	407	10	stainless	stainless	ADJ
brj-24958	407	11	steel	steel	NOUN
brj-24958	407	12	-	-	PUNCT
brj-24958	407	13	timber	timber	NOUN
brj-24958	407	14	composite	composite	ADJ
brj-24958	407	15	beams	beam	NOUN
brj-24958	407	16	,	,	PUNCT
brj-24958	407	17	”	"	PUNCT
brj-24958	407	18	engineering	engineering	NOUN
brj-24958	407	19	structures	structure	NOUN
brj-24958	407	20	331	331	NUM
brj-24958	407	21	,	,	PUNCT
brj-24958	407	22	article	article	NOUN
brj-24958	407	23	119982	119982	NUM
brj-24958	407	24	.	.	PUNCT
brj-24958	408	1	doi	doi	NOUN
brj-24958	408	2	:	:	PUNCT
brj-24958	408	3	10.1016	10.1016	NUM
brj-24958	408	4	/	/	SYM
brj-24958	408	5	j.engstruct.2025.119982	j.engstruct.2025.119982	PROPN
brj-24958	408	6	danielsson	danielsson	PROPN
brj-24958	408	7	,	,	PUNCT
brj-24958	408	8	h.	h.	PROPN
brj-24958	408	9	,	,	PUNCT
brj-24958	408	10	jeleč	jeleč	NOUN
brj-24958	408	11	,	,	PUNCT
brj-24958	408	12	m.	m.	NOUN
brj-24958	408	13	,	,	PUNCT
brj-24958	408	14	serrano	serrano	PROPN
brj-24958	408	15	,	,	PUNCT
brj-24958	408	16	e.	e.	PROPN
brj-24958	408	17	,	,	PUNCT
brj-24958	408	18	and	and	CCONJ
brj-24958	408	19	rajčić	rajčić	VERB
brj-24958	408	20	,	,	PUNCT
brj-24958	408	21	v.	v.	CCONJ
brj-24958	408	22	(	(	PUNCT
brj-24958	408	23	2019	2019	NUM
brj-24958	408	24	)	)	PUNCT
brj-24958	408	25	.	.	PUNCT
brj-24958	409	1	“	"	PUNCT
brj-24958	409	2	cross	cross	VERB
brj-24958	409	3	laminated	laminated	ADJ
brj-24958	409	4	timber	timber	NOUN
brj-24958	409	5	at	at	ADP
brj-24958	409	6	in	in	ADP
brj-24958	409	7	-	-	PUNCT
brj-24958	409	8	plane	plane	NOUN
brj-24958	409	9	beam	beam	NOUN
brj-24958	409	10	loading	loading	NOUN
brj-24958	409	11	–	–	PUNCT
brj-24958	409	12	comparison	comparison	NOUN
brj-24958	409	13	of	of	ADP
brj-24958	409	14	model	model	NOUN
brj-24958	409	15	predictions	prediction	NOUN
brj-24958	409	16	and	and	CCONJ
brj-24958	409	17	fe	fe	NOUN
brj-24958	409	18	-	-	NOUN
brj-24958	409	19	analyses	analysis	NOUN
brj-24958	409	20	,	,	PUNCT
brj-24958	409	21	”	"	PUNCT
brj-24958	409	22	engineering	engineering	NOUN
brj-24958	409	23	structures	structure	NOUN
brj-24958	409	24	179	179	NUM
brj-24958	409	25	,	,	PUNCT
brj-24958	409	26	246	246	NUM
brj-24958	409	27	-	-	SYM
brj-24958	409	28	254	254	NUM
brj-24958	409	29	.	.	PUNCT
brj-24958	410	1	doi	doi	NOUN
brj-24958	410	2	:	:	PUNCT
brj-24958	410	3	10.1016	10.1016	NUM
brj-24958	410	4	/	/	SYM
brj-24958	410	5	j.engstruct.2018.10.068	j.engstruct.2018.10.068	PROPN
brj-24958	410	6	deam	deam	PROPN
brj-24958	410	7	,	,	PUNCT
brj-24958	410	8	b.	b.	PROPN
brj-24958	410	9	l.	l.	PROPN
brj-24958	410	10	,	,	PUNCT
brj-24958	410	11	fragiacomo	fragiacomo	NOUN
brj-24958	410	12	,	,	PUNCT
brj-24958	410	13	m.	m.	NOUN
brj-24958	410	14	,	,	PUNCT
brj-24958	410	15	and	and	CCONJ
brj-24958	410	16	buchanan	buchanan	PROPN
brj-24958	410	17	,	,	PUNCT
brj-24958	410	18	a.	a.	PROPN
brj-24958	410	19	h.	h.	PROPN
brj-24958	410	20	(	(	PUNCT
brj-24958	410	21	2007	2007	NUM
brj-24958	410	22	)	)	PUNCT
brj-24958	410	23	.	.	PUNCT
brj-24958	411	1	“	"	PUNCT
brj-24958	411	2	connections	connection	NOUN
brj-24958	411	3	for	for	ADP
brj-24958	411	4	composite	composite	ADJ
brj-24958	411	5	concrete	concrete	ADJ
brj-24958	411	6	slab	slab	NOUN
brj-24958	411	7	and	and	CCONJ
brj-24958	411	8	lvl	lvl	NOUN
brj-24958	411	9	flooring	flooring	NOUN
brj-24958	411	10	systems	system	NOUN
brj-24958	411	11	,	,	PUNCT
brj-24958	411	12	”	"	PUNCT
brj-24958	411	13	materials	material	NOUN
brj-24958	411	14	and	and	CCONJ
brj-24958	411	15	structures	structure	NOUN
brj-24958	411	16	41(3	41(3	NUM
brj-24958	411	17	)	)	PUNCT
brj-24958	411	18	,	,	PUNCT
brj-24958	411	19	495	495	NUM
brj-24958	411	20	-	-	SYM
brj-24958	411	21	507	507	NUM
brj-24958	411	22	.	.	PUNCT
brj-24958	412	1	doi	doi	NOUN
brj-24958	412	2	:	:	PUNCT
brj-24958	412	3	10.1617	10.1617	NUM
brj-24958	412	4	/	/	SYM
brj-24958	412	5	s11527	s11527	NUM
brj-24958	412	6	-	-	PUNCT
brj-24958	412	7	007	007	NUM
brj-24958	412	8	-	-	PUNCT
brj-24958	412	9	9261	9261	NUM
brj-24958	412	10	-	-	PUNCT
brj-24958	412	11	x	x	SYM
brj-24958	412	12	derikvand	derikvand	NOUN
brj-24958	412	13	,	,	PUNCT
brj-24958	412	14	m.	m.	NOUN
brj-24958	412	15	,	,	PUNCT
brj-24958	412	16	and	and	CCONJ
brj-24958	412	17	fink	fink	PROPN
brj-24958	412	18	,	,	PUNCT
brj-24958	412	19	g.	g.	PROPN
brj-24958	412	20	(	(	PUNCT
brj-24958	412	21	2022	2022	NUM
brj-24958	412	22	)	)	PUNCT
brj-24958	412	23	.	.	PUNCT
brj-24958	413	1	“	"	PUNCT
brj-24958	413	2	bending	bend	VERB
brj-24958	413	3	properties	property	NOUN
brj-24958	413	4	of	of	ADP
brj-24958	413	5	deconstructable	deconstructable	ADJ
brj-24958	413	6	crosslaminated	crosslaminate	VERB
brj-24958	413	7	timber	timber	NOUN
brj-24958	413	8	-	-	PUNCT
brj-24958	413	9	concrete	concrete	ADJ
brj-24958	413	10	composite	composite	ADJ
brj-24958	413	11	floor	floor	NOUN
brj-24958	413	12	elements	element	NOUN
brj-24958	413	13	,	,	PUNCT
brj-24958	413	14	”	"	PUNCT
brj-24958	413	15	wood	wood	NOUN
brj-24958	413	16	material	material	NOUN
brj-24958	413	17	science	science	NOUN
brj-24958	413	18	&	&	CCONJ
brj-24958	413	19	engineering	engineering	NOUN
brj-24958	413	20	17(4	17(4	NUM
brj-24958	413	21	)	)	PUNCT
brj-24958	413	22	,	,	PUNCT
brj-24958	413	23	253	253	NUM
brj-24958	413	24	-	-	SYM
brj-24958	413	25	260	260	NUM
brj-24958	413	26	.	.	PUNCT
brj-24958	414	1	doi	doi	NOUN
brj-24958	414	2	:	:	PUNCT
brj-24958	414	3	10.1080/17480272.2022.2077658	10.1080/17480272.2022.2077658	NUM
brj-24958	414	4	di	di	X
brj-24958	414	5	nino	nino	PROPN
brj-24958	414	6	,	,	PUNCT
brj-24958	414	7	s.	s.	PROPN
brj-24958	414	8	,	,	PUNCT
brj-24958	414	9	gregori	gregori	PROPN
brj-24958	414	10	,	,	PUNCT
brj-24958	414	11	a.	a.	NOUN
brj-24958	414	12	,	,	PUNCT
brj-24958	414	13	and	and	CCONJ
brj-24958	414	14	fragiacomo	fragiacomo	NOUN
brj-24958	414	15	,	,	PUNCT
brj-24958	414	16	m.	m.	NOUN
brj-24958	414	17	(	(	PUNCT
brj-24958	414	18	2020	2020	NUM
brj-24958	414	19	)	)	PUNCT
brj-24958	414	20	.	.	PUNCT
brj-24958	415	1	“	"	PUNCT
brj-24958	415	2	experimental	experimental	ADJ
brj-24958	415	3	and	and	CCONJ
brj-24958	415	4	numerical	numerical	ADJ
brj-24958	415	5	investigations	investigation	NOUN
brj-24958	415	6	on	on	ADP
brj-24958	415	7	timber	timber	NOUN
brj-24958	415	8	-	-	PUNCT
brj-24958	415	9	concrete	concrete	NOUN
brj-24958	415	10	connections	connection	NOUN
brj-24958	415	11	with	with	ADP
brj-24958	415	12	inclined	inclined	ADJ
brj-24958	415	13	screws	screw	NOUN
brj-24958	415	14	,	,	PUNCT
brj-24958	415	15	”	"	PUNCT
brj-24958	415	16	engineering	engineering	NOUN
brj-24958	415	17	structures	structure	NOUN
brj-24958	415	18	209	209	NUM
brj-24958	415	19	,	,	PUNCT
brj-24958	415	20	article	article	NOUN
brj-24958	415	21	109993	109993	NUM
brj-24958	415	22	.	.	PUNCT
brj-24958	416	1	doi	doi	NOUN
brj-24958	416	2	:	:	PUNCT
brj-24958	416	3	10.1016	10.1016	NUM
brj-24958	416	4	/	/	SYM
brj-24958	416	5	j.engstruct.2019.109993	j.engstruct.2019.109993	PROPN
brj-24958	416	6	dias	dias	PROPN
brj-24958	416	7	,	,	PUNCT
brj-24958	416	8	a.	a.	PROPN
brj-24958	416	9	,	,	PUNCT
brj-24958	416	10	lopes	lopes	PROPN
brj-24958	416	11	,	,	PUNCT
brj-24958	416	12	s.	s.	PROPN
brj-24958	416	13	,	,	PUNCT
brj-24958	416	14	van	van	PROPN
brj-24958	416	15	de	de	PROPN
brj-24958	416	16	kuilen	kuilen	PROPN
brj-24958	416	17	,	,	PUNCT
brj-24958	416	18	j.	j.	PROPN
brj-24958	416	19	g.	g.	PROPN
brj-24958	416	20	,	,	PUNCT
brj-24958	416	21	and	and	CCONJ
brj-24958	416	22	cruz	cruz	PROPN
brj-24958	416	23	,	,	PUNCT
brj-24958	416	24	h.	h.	PROPN
brj-24958	416	25	(	(	PUNCT
brj-24958	416	26	2007a	2007a	NUM
brj-24958	416	27	)	)	PUNCT
brj-24958	416	28	.	.	PUNCT
brj-24958	417	1	“	"	PUNCT
brj-24958	417	2	load	load	NOUN
brj-24958	417	3	-	-	PUNCT
brj-24958	417	4	carrying	carry	VERB
brj-24958	417	5	capacity	capacity	NOUN
brj-24958	417	6	of	of	ADP
brj-24958	417	7	timber	timber	NOUN
brj-24958	417	8	–	–	PUNCT
brj-24958	417	9	concrete	concrete	ADJ
brj-24958	417	10	joints	joint	NOUN
brj-24958	417	11	with	with	ADP
brj-24958	417	12	dowel	dowel	NOUN
brj-24958	417	13	-	-	PUNCT
brj-24958	417	14	type	type	NOUN
brj-24958	417	15	fasteners	fastener	NOUN
brj-24958	417	16	,	,	PUNCT
brj-24958	417	17	”	"	PUNCT
brj-24958	417	18	journal	journal	NOUN
brj-24958	417	19	of	of	ADP
brj-24958	417	20	structural	structural	ADJ
brj-24958	417	21	engineering	engineering	NOUN
brj-24958	417	22	133(5	133(5	NUM
brj-24958	417	23	)	)	PUNCT
brj-24958	417	24	,	,	PUNCT
brj-24958	417	25	720	720	NUM
brj-24958	417	26	-	-	SYM
brj-24958	417	27	727	727	NUM
brj-24958	417	28	.	.	PUNCT
brj-24958	418	1	dias	dias	PROPN
brj-24958	418	2	,	,	PUNCT
brj-24958	418	3	a.	a.	NOUN
brj-24958	418	4	m.	m.	NOUN
brj-24958	418	5	p.	p.	PROPN
brj-24958	418	6	g.	g.	PROPN
brj-24958	418	7	,	,	PUNCT
brj-24958	418	8	van	van	PROPN
brj-24958	418	9	de	de	PROPN
brj-24958	418	10	kuilen	kuilen	PROPN
brj-24958	418	11	,	,	PUNCT
brj-24958	418	12	j.	j.	PROPN
brj-24958	418	13	w.	w.	PROPN
brj-24958	418	14	,	,	PUNCT
brj-24958	418	15	lopes	lopes	PROPN
brj-24958	418	16	,	,	PUNCT
brj-24958	418	17	s.	s.	PROPN
brj-24958	418	18	,	,	PUNCT
brj-24958	418	19	and	and	CCONJ
brj-24958	418	20	cruz	cruz	PROPN
brj-24958	418	21	,	,	PUNCT
brj-24958	418	22	h.	h.	PROPN
brj-24958	418	23	(	(	PUNCT
brj-24958	418	24	2007b	2007b	NUM
brj-24958	418	25	)	)	PUNCT
brj-24958	418	26	.	.	PUNCT
brj-24958	419	1	“	"	PUNCT
brj-24958	419	2	a	a	DET
brj-24958	419	3	non	non	ADJ
brj-24958	419	4	-	-	ADJ
brj-24958	419	5	linear	linear	ADJ
brj-24958	419	6	3d	3d	PROPN
brj-24958	419	7	fem	fem	NOUN
brj-24958	419	8	model	model	NOUN
brj-24958	419	9	to	to	PART
brj-24958	419	10	simulate	simulate	VERB
brj-24958	419	11	timber	timber	NOUN
brj-24958	419	12	–	–	PUNCT
brj-24958	419	13	concrete	concrete	ADJ
brj-24958	419	14	joints	joint	NOUN
brj-24958	419	15	,	,	PUNCT
brj-24958	419	16	”	"	PUNCT
brj-24958	419	17	advances	advance	NOUN
brj-24958	419	18	in	in	ADP
brj-24958	419	19	engineering	engineering	NOUN
brj-24958	419	20	software	software	NOUN
brj-24958	419	21	38(8	38(8	PROPN
brj-24958	419	22	-	-	PUNCT
brj-24958	419	23	9	9	NUM
brj-24958	419	24	)	)	PUNCT
brj-24958	419	25	,	,	PUNCT
brj-24958	419	26	522	522	NUM
brj-24958	419	27	-	-	SYM
brj-24958	419	28	530	530	NUM
brj-24958	419	29	.	.	PUNCT
brj-24958	420	1	doi	doi	NOUN
brj-24958	420	2	:	:	PUNCT
brj-24958	420	3	10.1016	10.1016	NUM
brj-24958	420	4	/	/	SYM
brj-24958	420	5	j.advengsoft.2006.08.024	j.advengsoft.2006.08.024	PROPN
brj-24958	420	6	dias	dias	PROPN
brj-24958	420	7	,	,	PUNCT
brj-24958	420	8	a.	a.	NOUN
brj-24958	420	9	,	,	PUNCT
brj-24958	420	10	skinner	skinner	PROPN
brj-24958	420	11	,	,	PUNCT
brj-24958	420	12	j.	j.	PROPN
brj-24958	420	13	,	,	PUNCT
brj-24958	420	14	crews	crew	NOUN
brj-24958	420	15	,	,	PUNCT
brj-24958	420	16	k.	k.	PROPN
brj-24958	420	17	,	,	PUNCT
brj-24958	420	18	and	and	CCONJ
brj-24958	420	19	tannert	tannert	ADJ
brj-24958	420	20	,	,	PUNCT
brj-24958	420	21	t.	t.	PROPN
brj-24958	420	22	(	(	PUNCT
brj-24958	420	23	2015	2015	NUM
brj-24958	420	24	)	)	PUNCT
brj-24958	420	25	.	.	PUNCT
brj-24958	421	1	“	"	PUNCT
brj-24958	421	2	timber	timber	NOUN
brj-24958	421	3	-	-	PUNCT
brj-24958	421	4	concrete	concrete	NOUN
brj-24958	421	5	-	-	PUNCT
brj-24958	421	6	composites	composite	NOUN
brj-24958	421	7	increasing	increase	VERB
brj-24958	421	8	the	the	DET
brj-24958	421	9	use	use	NOUN
brj-24958	421	10	of	of	ADP
brj-24958	421	11	timber	timber	NOUN
brj-24958	421	12	in	in	ADP
brj-24958	421	13	construction	construction	NOUN
brj-24958	421	14	,	,	PUNCT
brj-24958	421	15	”	"	PUNCT
brj-24958	421	16	european	european	ADJ
brj-24958	421	17	journal	journal	PROPN
brj-24958	421	18	of	of	ADP
brj-24958	421	19	wood	wood	NOUN
brj-24958	421	20	and	and	CCONJ
brj-24958	421	21	wood	wood	NOUN
brj-24958	421	22	products	product	NOUN
brj-24958	421	23	74(3	74(3	NOUN
brj-24958	421	24	)	)	PUNCT
brj-24958	421	25	,	,	PUNCT
brj-24958	421	26	443	443	NUM
brj-24958	421	27	-	-	SYM
brj-24958	421	28	451	451	NUM
brj-24958	421	29	.	.	PUNCT
brj-24958	422	1	doi	doi	NOUN
brj-24958	422	2	:	:	PUNCT
brj-24958	422	3	10.1007	10.1007	NUM
brj-24958	422	4	/	/	SYM
brj-24958	422	5	s00107	s00107	PROPN
brj-24958	422	6	-	-	PUNCT
brj-24958	422	7	015	015	NUM
brj-24958	422	8	-	-	PUNCT
brj-24958	422	9	0975	0975	NUM
brj-24958	422	10	-	-	SYM
brj-24958	422	11	0	0	NUM
brj-24958	422	12	dias	dias	PROPN
brj-24958	422	13	,	,	PUNCT
brj-24958	422	14	a.	a.	NOUN
brj-24958	422	15	m.	m.	NOUN
brj-24958	422	16	p.	p.	PROPN
brj-24958	422	17	g.	g.	PROPN
brj-24958	422	18	,	,	PUNCT
brj-24958	422	19	and	and	CCONJ
brj-24958	422	20	jorge	jorge	VERB
brj-24958	422	21	,	,	PUNCT
brj-24958	422	22	l.	l.	PROPN
brj-24958	422	23	f.	f.	PROPN
brj-24958	422	24	c.	c.	PROPN
brj-24958	422	25	(	(	PUNCT
brj-24958	422	26	2011	2011	NUM
brj-24958	422	27	)	)	PUNCT
brj-24958	422	28	.	.	PUNCT
brj-24958	423	1	“	"	PUNCT
brj-24958	423	2	the	the	DET
brj-24958	423	3	effect	effect	NOUN
brj-24958	423	4	of	of	ADP
brj-24958	423	5	ductile	ductile	NOUN
brj-24958	423	6	connectors	connector	NOUN
brj-24958	423	7	on	on	ADP
brj-24958	423	8	the	the	DET
brj-24958	423	9	behaviour	behaviour	NOUN
brj-24958	423	10	of	of	ADP
brj-24958	423	11	timber	timber	NOUN
brj-24958	423	12	–	–	PUNCT
brj-24958	423	13	concrete	concrete	ADJ
brj-24958	423	14	composite	composite	ADJ
brj-24958	423	15	beams	beam	NOUN
brj-24958	423	16	,	,	PUNCT
brj-24958	423	17	”	"	PUNCT
brj-24958	423	18	engineering	engineering	NOUN
brj-24958	423	19	structures	structure	NOUN
brj-24958	423	20	33(11	33(11	NUM
brj-24958	423	21	)	)	PUNCT
brj-24958	423	22	,	,	PUNCT
brj-24958	423	23	3033	3033	NUM
brj-24958	423	24	-	-	SYM
brj-24958	423	25	3042	3042	NUM
brj-24958	423	26	.	.	PUNCT
brj-24958	424	1	doi	doi	NOUN
brj-24958	424	2	:	:	PUNCT
brj-24958	424	3	10.1016	10.1016	NUM
brj-24958	424	4	/	/	SYM
brj-24958	424	5	j.engstruct.2011.05.014	j.engstruct.2011.05.014	PROPN
brj-24958	424	6	dias	dias	PROPN
brj-24958	424	7	,	,	PUNCT
brj-24958	424	8	a.	a.	NOUN
brj-24958	424	9	m.	m.	NOUN
brj-24958	424	10	p.	p.	PROPN
brj-24958	424	11	g.	g.	PROPN
brj-24958	424	12	,	,	PUNCT
brj-24958	424	13	kuhlmann	kuhlmann	PROPN
brj-24958	424	14	,	,	PUNCT
brj-24958	424	15	u.	u.	PROPN
brj-24958	424	16	,	,	PUNCT
brj-24958	424	17	kudla	kudla	NOUN
brj-24958	424	18	,	,	PUNCT
brj-24958	424	19	k.	k.	PROPN
brj-24958	424	20	,	,	PUNCT
brj-24958	424	21	mönch	mönch	PROPN
brj-24958	424	22	,	,	PUNCT
brj-24958	424	23	s.	s.	PROPN
brj-24958	424	24	,	,	PUNCT
brj-24958	424	25	and	and	CCONJ
brj-24958	424	26	dias	dias	PROPN
brj-24958	424	27	,	,	PUNCT
brj-24958	424	28	a.	a.	NOUN
brj-24958	424	29	m.	m.	PROPN
brj-24958	424	30	a.	a.	PROPN
brj-24958	424	31	(	(	PUNCT
brj-24958	424	32	2018	2018	NUM
brj-24958	424	33	)	)	PUNCT
brj-24958	424	34	.	.	PUNCT
brj-24958	425	1	“	"	PUNCT
brj-24958	425	2	performance	performance	NOUN
brj-24958	425	3	of	of	ADP
brj-24958	425	4	dowel	dowel	NOUN
brj-24958	425	5	-	-	PUNCT
brj-24958	425	6	type	type	NOUN
brj-24958	425	7	fasteners	fastener	NOUN
brj-24958	425	8	and	and	CCONJ
brj-24958	425	9	notches	notch	NOUN
brj-24958	425	10	for	for	ADP
brj-24958	425	11	hybrid	hybrid	ADJ
brj-24958	425	12	timber	timber	NOUN
brj-24958	425	13	structures	structure	NOUN
brj-24958	425	14	,	,	PUNCT
brj-24958	425	15	”	"	PUNCT
brj-24958	425	16	engineering	engineering	NOUN
brj-24958	425	17	structures	structure	NOUN
brj-24958	425	18	171	171	NUM
brj-24958	425	19	,	,	PUNCT
brj-24958	425	20	40	40	NUM
brj-24958	425	21	-	-	SYM
brj-24958	425	22	46	46	NUM
brj-24958	425	23	.	.	PUNCT
brj-24958	426	1	doi	doi	NOUN
brj-24958	426	2	:	:	PUNCT
brj-24958	426	3	10.1016	10.1016	NUM
brj-24958	426	4	/	/	SYM
brj-24958	426	5	j.engstruct.2018.05.057	j.engstruct.2018.05.057	NOUN
brj-24958	426	6	djoubissie	djoubissie	PROPN
brj-24958	426	7	,	,	PUNCT
brj-24958	426	8	d.	d.	PROPN
brj-24958	426	9	d.	d.	PROPN
brj-24958	426	10	,	,	PUNCT
brj-24958	426	11	messan	messan	PROPN
brj-24958	426	12	,	,	PUNCT
brj-24958	426	13	a.	a.	NOUN
brj-24958	426	14	,	,	PUNCT
brj-24958	426	15	fournely	fournely	ADV
brj-24958	426	16	,	,	PUNCT
brj-24958	426	17	e.	e.	PROPN
brj-24958	426	18	,	,	PUNCT
brj-24958	426	19	and	and	CCONJ
brj-24958	426	20	bouchaïr	bouchaïr	NOUN
brj-24958	426	21	,	,	PUNCT
brj-24958	426	22	a.	a.	NOUN
brj-24958	426	23	(	(	PUNCT
brj-24958	426	24	2018	2018	NUM
brj-24958	426	25	)	)	PUNCT
brj-24958	426	26	.	.	PUNCT
brj-24958	427	1	“	"	PUNCT
brj-24958	427	2	experimental	experimental	ADJ
brj-24958	427	3	study	study	NOUN
brj-24958	427	4	of	of	ADP
brj-24958	427	5	the	the	DET
brj-24958	427	6	mechanical	mechanical	ADJ
brj-24958	427	7	behavior	behavior	NOUN
brj-24958	427	8	of	of	ADP
brj-24958	427	9	timber	timber	NOUN
brj-24958	427	10	-	-	PUNCT
brj-24958	427	11	concrete	concrete	ADJ
brj-24958	427	12	shear	shear	NOUN
brj-24958	427	13	connections	connection	NOUN
brj-24958	427	14	with	with	ADP
brj-24958	427	15	threaded	thread	VERB
brj-24958	427	16	reinforcing	reinforcing	NOUN
brj-24958	427	17	bars	bar	NOUN
brj-24958	427	18	,	,	PUNCT
brj-24958	427	19	”	"	PUNCT
brj-24958	427	20	engineering	engineering	NOUN
brj-24958	427	21	structures	structure	NOUN
brj-24958	427	22	172	172	NUM
brj-24958	427	23	,	,	PUNCT
brj-24958	427	24	997	997	NUM
brj-24958	427	25	-	-	SYM
brj-24958	427	26	1010	1010	NUM
brj-24958	427	27	.	.	PUNCT
brj-24958	428	1	doi	doi	NOUN
brj-24958	428	2	:	:	PUNCT
brj-24958	428	3	10.1016	10.1016	NUM
brj-24958	428	4	/	/	SYM
brj-24958	428	5	j.engstruct.2018.06.084	j.engstruct.2018.06.084	PROPN
brj-24958	428	6	en	en	ADP
brj-24958	428	7	26891	26891	NUM
brj-24958	428	8	(	(	PUNCT
brj-24958	428	9	1991	1991	NUM
brj-24958	428	10	)	)	PUNCT
brj-24958	428	11	.	.	PUNCT
brj-24958	429	1	“	"	PUNCT
brj-24958	429	2	timber	timber	NOUN
brj-24958	429	3	structures	structure	NOUN
brj-24958	429	4	,	,	PUNCT
brj-24958	429	5	joints	joint	NOUN
brj-24958	429	6	made	make	VERB
brj-24958	429	7	with	with	ADP
brj-24958	429	8	mechanical	mechanical	ADJ
brj-24958	429	9	fasteners	fastener	NOUN
brj-24958	429	10	,	,	PUNCT
brj-24958	429	11	general	general	ADJ
brj-24958	429	12	peer	peer	NOUN
brj-24958	429	13	-	-	PUNCT
brj-24958	429	14	reviewed	review	VERB
brj-24958	429	15	article	article	NOUN
brj-24958	429	16	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	429	17	yang	yang	PROPN
brj-24958	429	18	et	et	PROPN
brj-24958	429	19	al	al	PROPN
brj-24958	429	20	.	.	PROPN
brj-24958	430	1	(	(	PUNCT
brj-24958	430	2	2025	2025	NUM
brj-24958	430	3	)	)	PUNCT
brj-24958	430	4	.	.	PUNCT
brj-24958	431	1	“	"	PUNCT
brj-24958	431	2	glulam	glulam	NOUN
brj-24958	431	3	-	-	PUNCT
brj-24958	431	4	concrete	concrete	ADJ
brj-24958	431	5	connectors	connector	NOUN
brj-24958	431	6	,	,	PUNCT
brj-24958	431	7	”	"	PUNCT
brj-24958	431	8	bioresources	bioresource	NOUN
brj-24958	431	9	20(4	20(4	NOUN
brj-24958	431	10	)	)	PUNCT
brj-24958	431	11	,	,	PUNCT
brj-24958	431	12	10460	10460	NUM
brj-24958	431	13	-	-	SYM
brj-24958	431	14	10486	10486	NUM
brj-24958	431	15	.	.	PUNCT
brj-24958	432	1	10483	10483	NUM
brj-24958	432	2	principles	principle	NOUN
brj-24958	432	3	for	for	ADP
brj-24958	432	4	the	the	DET
brj-24958	432	5	determination	determination	NOUN
brj-24958	432	6	of	of	ADP
brj-24958	432	7	strength	strength	NOUN
brj-24958	432	8	and	and	CCONJ
brj-24958	432	9	deformation	deformation	NOUN
brj-24958	432	10	characteristics	characteristic	NOUN
brj-24958	432	11	,	,	PUNCT
brj-24958	432	12	”	"	PUNCT
brj-24958	432	13	european	european	PROPN
brj-24958	432	14	committee	committee	PROPN
brj-24958	432	15	for	for	ADP
brj-24958	432	16	standardization	standardization	NOUN
brj-24958	432	17	,	,	PUNCT
brj-24958	432	18	brussels	brussels	PROPN
brj-24958	432	19	,	,	PUNCT
brj-24958	432	20	belgium	belgium	PROPN
brj-24958	432	21	.	.	PUNCT
brj-24958	433	1	en	en	ADP
brj-24958	433	2	338	338	NUM
brj-24958	433	3	(	(	PUNCT
brj-24958	433	4	1995	1995	NUM
brj-24958	433	5	)	)	PUNCT
brj-24958	433	6	.	.	PUNCT
brj-24958	434	1	“	"	PUNCT
brj-24958	434	2	structural	structural	ADJ
brj-24958	434	3	timber	timber	NOUN
brj-24958	434	4	–	–	PUNCT
brj-24958	434	5	strength	strength	NOUN
brj-24958	434	6	classes	class	NOUN
brj-24958	434	7	,	,	PUNCT
brj-24958	434	8	”	"	PUNCT
brj-24958	434	9	european	european	PROPN
brj-24958	434	10	committee	committee	PROPN
brj-24958	434	11	for	for	ADP
brj-24958	434	12	standardization	standardization	NOUN
brj-24958	434	13	,	,	PUNCT
brj-24958	434	14	brussels	brussels	PROPN
brj-24958	434	15	,	,	PUNCT
brj-24958	434	16	belgium	belgium	PROPN
brj-24958	434	17	.	.	PUNCT
brj-24958	435	1	en	en	ADP
brj-24958	435	2	1992	1992	NUM
brj-24958	435	3	-	-	SYM
brj-24958	435	4	1	1	NUM
brj-24958	435	5	-	-	SYM
brj-24958	435	6	1	1	NUM
brj-24958	435	7	(	(	PUNCT
brj-24958	435	8	2005	2005	NUM
brj-24958	435	9	)	)	PUNCT
brj-24958	435	10	.	.	PUNCT
brj-24958	436	1	“	"	PUNCT
brj-24958	436	2	eurocode	eurocode	VERB
brj-24958	436	3	2	2	NUM
brj-24958	436	4	–	–	PUNCT
brj-24958	436	5	design	design	NOUN
brj-24958	436	6	of	of	ADP
brj-24958	436	7	concrete	concrete	ADJ
brj-24958	436	8	structures	structure	NOUN
brj-24958	436	9	–	–	PUNCT
brj-24958	436	10	part	part	NOUN
brj-24958	436	11	1	1	NUM
brj-24958	436	12	-	-	SYM
brj-24958	436	13	1	1	NUM
brj-24958	436	14	:	:	PUNCT
brj-24958	436	15	general	general	ADJ
brj-24958	436	16	rules	rule	NOUN
brj-24958	436	17	and	and	CCONJ
brj-24958	436	18	rules	rule	NOUN
brj-24958	436	19	for	for	ADP
brj-24958	436	20	buildings	building	NOUN
brj-24958	436	21	,	,	PUNCT
brj-24958	436	22	”	"	PUNCT
brj-24958	436	23	european	european	PROPN
brj-24958	436	24	committee	committee	PROPN
brj-24958	436	25	for	for	ADP
brj-24958	436	26	standardization	standardization	NOUN
brj-24958	436	27	,	,	PUNCT
brj-24958	436	28	brussels	brussels	PROPN
brj-24958	436	29	,	,	PUNCT
brj-24958	436	30	belgium	belgium	PROPN
brj-24958	436	31	.	.	PUNCT
brj-24958	436	32	eslami	eslami	PROPN
brj-24958	436	33	,	,	PUNCT
brj-24958	436	34	h.	h.	PROPN
brj-24958	436	35	,	,	PUNCT
brj-24958	436	36	jayasinghe	jayasinghe	PROPN
brj-24958	436	37	,	,	PUNCT
brj-24958	436	38	l.	l.	PROPN
brj-24958	436	39	b.	b.	PROPN
brj-24958	436	40	,	,	PUNCT
brj-24958	436	41	and	and	CCONJ
brj-24958	436	42	waldmann	waldmann	PROPN
brj-24958	436	43	,	,	PUNCT
brj-24958	436	44	d.	d.	PROPN
brj-24958	436	45	(	(	PUNCT
brj-24958	436	46	2021	2021	NUM
brj-24958	436	47	)	)	PUNCT
brj-24958	436	48	.	.	PUNCT
brj-24958	437	1	“	"	PUNCT
brj-24958	437	2	nonlinear	nonlinear	ADJ
brj-24958	437	3	three	three	NUM
brj-24958	437	4	-	-	PUNCT
brj-24958	437	5	dimensional	dimensional	ADJ
brj-24958	437	6	anisotropic	anisotropic	NOUN
brj-24958	437	7	material	material	NOUN
brj-24958	437	8	model	model	NOUN
brj-24958	437	9	for	for	ADP
brj-24958	437	10	failure	failure	NOUN
brj-24958	437	11	analysis	analysis	NOUN
brj-24958	437	12	of	of	ADP
brj-24958	437	13	timber	timber	NOUN
brj-24958	437	14	,	,	PUNCT
brj-24958	437	15	”	"	PUNCT
brj-24958	437	16	engineering	engineering	NOUN
brj-24958	437	17	failure	failure	NOUN
brj-24958	437	18	analysis	analysis	NOUN
brj-24958	437	19	130	130	NUM
brj-24958	437	20	,	,	PUNCT
brj-24958	437	21	article	article	NOUN
brj-24958	437	22	105764	105764	NUM
brj-24958	437	23	.	.	PUNCT
brj-24958	438	1	doi	doi	NOUN
brj-24958	438	2	:	:	PUNCT
brj-24958	438	3	10.1016	10.1016	NUM
brj-24958	438	4	/	/	SYM
brj-24958	438	5	j.engfailanal.2021.105764	j.engfailanal.2021.105764	PROPN
brj-24958	438	6	eslami	eslami	PROPN
brj-24958	438	7	,	,	PUNCT
brj-24958	438	8	h.	h.	PROPN
brj-24958	438	9	(	(	PUNCT
brj-24958	438	10	2023	2023	NUM
brj-24958	438	11	)	)	PUNCT
brj-24958	438	12	.	.	PUNCT
brj-24958	439	1	“	"	PUNCT
brj-24958	439	2	influence	influence	NOUN
brj-24958	439	3	of	of	ADP
brj-24958	439	4	different	different	ADJ
brj-24958	439	5	end	end	NOUN
brj-24958	439	6	-	-	PUNCT
brj-24958	439	7	of	of	ADP
brj-24958	439	8	-	-	PUNCT
brj-24958	439	9	life	life	NOUN
brj-24958	439	10	cycle	cycle	NOUN
brj-24958	439	11	scenarios	scenario	NOUN
brj-24958	439	12	on	on	ADP
brj-24958	439	13	the	the	DET
brj-24958	439	14	environmental	environmental	ADJ
brj-24958	439	15	impacts	impact	NOUN
brj-24958	439	16	of	of	ADP
brj-24958	439	17	timber	timber	NOUN
brj-24958	439	18	-	-	PUNCT
brj-24958	439	19	concrete	concrete	ADJ
brj-24958	439	20	composite	composite	ADJ
brj-24958	439	21	floor	floor	NOUN
brj-24958	439	22	systems	system	NOUN
brj-24958	439	23	,	,	PUNCT
brj-24958	439	24	”	"	PUNCT
brj-24958	439	25	proceedings	proceeding	NOUN
brj-24958	439	26	of	of	ADP
brj-24958	439	27	the	the	DET
brj-24958	439	28	13th	13th	ADJ
brj-24958	439	29	world	world	NOUN
brj-24958	439	30	conference	conference	NOUN
brj-24958	439	31	on	on	ADP
brj-24958	439	32	timber	timber	NOUN
brj-24958	439	33	engineering	engineering	NOUN
brj-24958	439	34	(	(	PUNCT
brj-24958	439	35	wcte	wcte	NOUN
brj-24958	439	36	)	)	PUNCT
brj-24958	439	37	,	,	PUNCT
brj-24958	439	38	oslo	oslo	PROPN
brj-24958	439	39	,	,	PUNCT
brj-24958	439	40	norway	norway	PROPN
brj-24958	439	41	.	.	PUNCT
brj-24958	440	1	2023	2023	NUM
brj-24958	440	2	.	.	PUNCT
brj-24958	441	1	fragiacomo	fragiacomo	NOUN
brj-24958	441	2	,	,	PUNCT
brj-24958	441	3	m.	m.	NOUN
brj-24958	441	4	,	,	PUNCT
brj-24958	441	5	and	and	CCONJ
brj-24958	441	6	lukaszewska	lukaszewska	ADJ
brj-24958	441	7	,	,	PUNCT
brj-24958	441	8	e.	e.	PROPN
brj-24958	441	9	(	(	PUNCT
brj-24958	441	10	2013	2013	NUM
brj-24958	441	11	)	)	PUNCT
brj-24958	441	12	.	.	PUNCT
brj-24958	442	1	“	"	PUNCT
brj-24958	442	2	time	time	NOUN
brj-24958	442	3	-	-	PUNCT
brj-24958	442	4	dependent	dependent	ADJ
brj-24958	442	5	behaviour	behaviour	NOUN
brj-24958	442	6	of	of	ADP
brj-24958	442	7	timber	timber	NOUN
brj-24958	442	8	–	–	PUNCT
brj-24958	442	9	concrete	concrete	ADJ
brj-24958	442	10	composite	composite	ADJ
brj-24958	442	11	floors	floor	NOUN
brj-24958	442	12	with	with	ADP
brj-24958	442	13	prefabricated	prefabricate	VERB
brj-24958	442	14	concrete	concrete	ADJ
brj-24958	442	15	slabs	slab	NOUN
brj-24958	442	16	,	,	PUNCT
brj-24958	442	17	”	"	PUNCT
brj-24958	442	18	engineering	engineering	NOUN
brj-24958	442	19	structures	structure	NOUN
brj-24958	442	20	52	52	NUM
brj-24958	442	21	,	,	PUNCT
brj-24958	442	22	687	687	NUM
brj-24958	442	23	-	-	SYM
brj-24958	442	24	696	696	NUM
brj-24958	442	25	.	.	PUNCT
brj-24958	443	1	doi	doi	NOUN
brj-24958	443	2	:	:	PUNCT
brj-24958	443	3	10.1016	10.1016	NUM
brj-24958	443	4	/	/	SYM
brj-24958	443	5	j.engstruct.2013.03.031	j.engstruct.2013.03.031	PROPN
brj-24958	443	6	gurkšnys	gurkšnys	PROPN
brj-24958	443	7	,	,	PUNCT
brj-24958	443	8	k.	k.	PROPN
brj-24958	443	9	,	,	PUNCT
brj-24958	443	10	kvedaras	kvedaras	PROPN
brj-24958	443	11	,	,	PUNCT
brj-24958	443	12	a.	a.	NOUN
brj-24958	443	13	,	,	PUNCT
brj-24958	443	14	and	and	CCONJ
brj-24958	443	15	kavaliauskas	kavaliauskas	PROPN
brj-24958	443	16	,	,	PUNCT
brj-24958	443	17	s.	s.	PROPN
brj-24958	443	18	(	(	PUNCT
brj-24958	443	19	2005	2005	NUM
brj-24958	443	20	)	)	PUNCT
brj-24958	443	21	.	.	PUNCT
brj-24958	444	1	“	"	PUNCT
brj-24958	444	2	behaviour	behaviour	NOUN
brj-24958	444	3	evaluation	evaluation	NOUN
brj-24958	444	4	of	of	ADP
brj-24958	444	5	“	"	PUNCT
brj-24958	444	6	sleeved	sleeved	ADJ
brj-24958	444	7	”	"	PUNCT
brj-24958	444	8	connectors	connector	NOUN
brj-24958	444	9	in	in	ADP
brj-24958	444	10	composite	composite	ADJ
brj-24958	444	11	timber‐concrete	timber‐concrete	NOUN
brj-24958	444	12	floors	floor	NOUN
brj-24958	444	13	,	,	PUNCT
brj-24958	444	14	”	"	PUNCT
brj-24958	444	15	journal	journal	NOUN
brj-24958	444	16	of	of	ADP
brj-24958	444	17	civil	civil	ADJ
brj-24958	444	18	engineering	engineering	NOUN
brj-24958	444	19	and	and	CCONJ
brj-24958	444	20	management	management	NOUN
brj-24958	444	21	11(4	11(4	NUM
brj-24958	444	22	)	)	PUNCT
brj-24958	444	23	,	,	PUNCT
brj-24958	444	24	277	277	NUM
brj-24958	444	25	-	-	SYM
brj-24958	444	26	282	282	NUM
brj-24958	444	27	.	.	PUNCT
brj-24958	445	1	doi	doi	NOUN
brj-24958	445	2	:	:	PUNCT
brj-24958	445	3	10.1080/13923730.2005.9636358	10.1080/13923730.2005.9636358	NUM
brj-24958	445	4	harrach	harrach	PROPN
brj-24958	445	5	,	,	PUNCT
brj-24958	445	6	d.	d.	PROPN
brj-24958	445	7	,	,	PUNCT
brj-24958	445	8	habashneh	habashneh	PROPN
brj-24958	445	9	,	,	PUNCT
brj-24958	445	10	m.	m.	NOUN
brj-24958	445	11	,	,	PUNCT
brj-24958	445	12	and	and	CCONJ
brj-24958	445	13	rad	rad	PROPN
brj-24958	445	14	,	,	PUNCT
brj-24958	445	15	m.	m.	NOUN
brj-24958	445	16	m.	m.	NOUN
brj-24958	445	17	(	(	PUNCT
brj-24958	445	18	2022	2022	NUM
brj-24958	445	19	)	)	PUNCT
brj-24958	445	20	.	.	PUNCT
brj-24958	446	1	“	"	PUNCT
brj-24958	446	2	reliability	reliability	NOUN
brj-24958	446	3	-	-	PUNCT
brj-24958	446	4	based	base	VERB
brj-24958	446	5	numerical	numerical	ADJ
brj-24958	446	6	analysis	analysis	NOUN
brj-24958	446	7	of	of	ADP
brj-24958	446	8	glulam	glulam	NOUN
brj-24958	446	9	beams	beam	NOUN
brj-24958	446	10	reinforced	reinforce	VERB
brj-24958	446	11	by	by	ADP
brj-24958	446	12	cfrp	cfrp	NOUN
brj-24958	446	13	plate	plate	NOUN
brj-24958	446	14	,	,	PUNCT
brj-24958	446	15	”	"	PUNCT
brj-24958	446	16	scientific	scientific	ADJ
brj-24958	446	17	reports	report	NOUN
brj-24958	446	18	12(1	12(1	NUM
brj-24958	446	19	)	)	PUNCT
brj-24958	446	20	,	,	PUNCT
brj-24958	446	21	1	1	NUM
brj-24958	446	22	-	-	SYM
brj-24958	446	23	15	15	NUM
brj-24958	446	24	.	.	PUNCT
brj-24958	447	1	doi	doi	NOUN
brj-24958	447	2	:	:	PUNCT
brj-24958	447	3	10.1038	10.1038	NUM
brj-24958	447	4	/	/	SYM
brj-24958	447	5	s41598	s41598	NOUN
brj-24958	447	6	-	-	PUNCT
brj-24958	447	7	022	022	NUM
brj-24958	447	8	-	-	PUNCT
brj-24958	447	9	17751	17751	NUM
brj-24958	447	10	-	-	SYM
brj-24958	447	11	6	6	NUM
brj-24958	447	12	hassanieh	hassanieh	NOUN
brj-24958	447	13	,	,	PUNCT
brj-24958	447	14	a.	a.	NOUN
brj-24958	447	15	,	,	PUNCT
brj-24958	447	16	valipour	valipour	NOUN
brj-24958	447	17	,	,	PUNCT
brj-24958	447	18	h.	h.	PROPN
brj-24958	447	19	r.	r.	PROPN
brj-24958	447	20	,	,	PUNCT
brj-24958	447	21	and	and	CCONJ
brj-24958	447	22	bradford	bradford	NOUN
brj-24958	447	23	,	,	PUNCT
brj-24958	447	24	m.	m.	NOUN
brj-24958	447	25	a.	a.	NOUN
brj-24958	447	26	(	(	PUNCT
brj-24958	447	27	2018	2018	NUM
brj-24958	447	28	)	)	PUNCT
brj-24958	447	29	.	.	PUNCT
brj-24958	448	1	“	"	PUNCT
brj-24958	448	2	bolt	bolt	VERB
brj-24958	448	3	shear	shear	NOUN
brj-24958	448	4	connectors	connector	NOUN
brj-24958	448	5	in	in	ADP
brj-24958	448	6	grout	grout	NOUN
brj-24958	448	7	pockets	pocket	NOUN
brj-24958	448	8	:	:	PUNCT
brj-24958	448	9	finite	finite	PROPN
brj-24958	448	10	element	element	NOUN
brj-24958	448	11	modelling	modelling	NOUN
brj-24958	448	12	and	and	CCONJ
brj-24958	448	13	parametric	parametric	ADJ
brj-24958	448	14	study	study	NOUN
brj-24958	448	15	,	,	PUNCT
brj-24958	448	16	”	"	PUNCT
brj-24958	448	17	construction	construction	NOUN
brj-24958	448	18	and	and	CCONJ
brj-24958	448	19	building	building	NOUN
brj-24958	448	20	materials	material	NOUN
brj-24958	448	21	176	176	NUM
brj-24958	448	22	,	,	PUNCT
brj-24958	448	23	179	179	NUM
brj-24958	448	24	-	-	SYM
brj-24958	448	25	192	192	NUM
brj-24958	448	26	.	.	PUNCT
brj-24958	449	1	doi	doi	NOUN
brj-24958	449	2	:	:	PUNCT
brj-24958	449	3	10.1016	10.1016	NUM
brj-24958	449	4	/	/	SYM
brj-24958	449	5	j.conbuildmat.2018.05.029	j.conbuildmat.2018.05.029	PROPN
brj-24958	449	6	jankowiak	jankowiak	PROPN
brj-24958	449	7	,	,	PUNCT
brj-24958	449	8	t.	t.	PROPN
brj-24958	449	9	,	,	PUNCT
brj-24958	449	10	and	and	CCONJ
brj-24958	449	11	lodygowski	lodygowski	NOUN
brj-24958	449	12	,	,	PUNCT
brj-24958	449	13	t.	t.	PROPN
brj-24958	449	14	(	(	PUNCT
brj-24958	449	15	2005	2005	NUM
brj-24958	449	16	)	)	PUNCT
brj-24958	449	17	.	.	PUNCT
brj-24958	450	1	“	"	PUNCT
brj-24958	450	2	identification	identification	NOUN
brj-24958	450	3	of	of	ADP
brj-24958	450	4	parameters	parameter	NOUN
brj-24958	450	5	of	of	ADP
brj-24958	450	6	concrete	concrete	ADJ
brj-24958	450	7	damage	damage	NOUN
brj-24958	450	8	plasticity	plasticity	NOUN
brj-24958	450	9	constitutive	constitutive	ADJ
brj-24958	450	10	model	model	NOUN
brj-24958	450	11	,	,	PUNCT
brj-24958	450	12	”	"	PUNCT
brj-24958	450	13	foundations	foundation	NOUN
brj-24958	450	14	of	of	ADP
brj-24958	450	15	civil	civil	ADJ
brj-24958	450	16	and	and	CCONJ
brj-24958	450	17	environmental	environmental	ADJ
brj-24958	450	18	engineering	engineering	NOUN
brj-24958	450	19	6(1	6(1	NUM
brj-24958	450	20	)	)	PUNCT
brj-24958	450	21	,	,	PUNCT
brj-24958	450	22	53	53	NUM
brj-24958	450	23	-	-	SYM
brj-24958	450	24	69	69	NUM
brj-24958	450	25	.	.	PUNCT
brj-24958	451	1	khaleel	khaleel	PROPN
brj-24958	451	2	ibrahim	ibrahim	PROPN
brj-24958	451	3	,	,	PUNCT
brj-24958	451	4	s.	s.	PROPN
brj-24958	451	5	,	,	PUNCT
brj-24958	451	6	abbas	abbas	PROPN
brj-24958	451	7	hadi	hadi	PROPN
brj-24958	451	8	,	,	PUNCT
brj-24958	451	9	n.	n.	NOUN
brj-24958	451	10	,	,	PUNCT
brj-24958	451	11	and	and	CCONJ
brj-24958	451	12	movahedi	movahedi	PROPN
brj-24958	451	13	rad	rad	PROPN
brj-24958	451	14	,	,	PUNCT
brj-24958	451	15	m.	m.	NOUN
brj-24958	451	16	(	(	PUNCT
brj-24958	451	17	2023	2023	NUM
brj-24958	451	18	)	)	PUNCT
brj-24958	451	19	.	.	PUNCT
brj-24958	452	1	“	"	PUNCT
brj-24958	452	2	experimental	experimental	ADJ
brj-24958	452	3	and	and	CCONJ
brj-24958	452	4	numerical	numerical	ADJ
brj-24958	452	5	analysis	analysis	NOUN
brj-24958	452	6	of	of	ADP
brj-24958	452	7	steel	steel	NOUN
brj-24958	452	8	-	-	PUNCT
brj-24958	452	9	polypropylene	polypropylene	NOUN
brj-24958	452	10	hybrid	hybrid	NOUN
brj-24958	452	11	fibre	fibre	NOUN
brj-24958	452	12	reinforced	reinforce	VERB
brj-24958	452	13	concrete	concrete	ADJ
brj-24958	452	14	deep	deep	ADJ
brj-24958	452	15	beams	beam	NOUN
brj-24958	452	16	,	,	PUNCT
brj-24958	452	17	”	"	PUNCT
brj-24958	452	18	polymers	polymer	NOUN
brj-24958	452	19	15(10	15(10	NUM
brj-24958	452	20	)	)	PUNCT
brj-24958	452	21	,	,	PUNCT
brj-24958	452	22	article	article	NOUN
brj-24958	452	23	2340	2340	NUM
brj-24958	452	24	.	.	PUNCT
brj-24958	453	1	lee	lee	PROPN
brj-24958	453	2	,	,	PUNCT
brj-24958	453	3	j.	j.	PROPN
brj-24958	453	4	,	,	PUNCT
brj-24958	453	5	and	and	CCONJ
brj-24958	453	6	fenves	fenve	NOUN
brj-24958	453	7	,	,	PUNCT
brj-24958	453	8	g.	g.	PROPN
brj-24958	453	9	l.	l.	PROPN
brj-24958	453	10	(	(	PUNCT
brj-24958	453	11	1998	1998	NUM
brj-24958	453	12	)	)	PUNCT
brj-24958	453	13	.	.	PUNCT
brj-24958	454	1	“	"	PUNCT
brj-24958	454	2	a	a	DET
brj-24958	454	3	plastic‐damage	plastic‐damage	NOUN
brj-24958	454	4	concrete	concrete	ADJ
brj-24958	454	5	model	model	NOUN
brj-24958	454	6	for	for	ADP
brj-24958	454	7	earthquake	earthquake	NOUN
brj-24958	454	8	analysis	analysis	NOUN
brj-24958	454	9	of	of	ADP
brj-24958	454	10	dams	dam	NOUN
brj-24958	454	11	,	,	PUNCT
brj-24958	454	12	”	"	PUNCT
brj-24958	454	13	earthquake	earthquake	NOUN
brj-24958	454	14	engineering	engineering	NOUN
brj-24958	454	15	and	and	CCONJ
brj-24958	454	16	structural	structural	ADJ
brj-24958	454	17	dynamics	dynamic	NOUN
brj-24958	454	18	27(9	27(9	NOUN
brj-24958	454	19	)	)	PUNCT
brj-24958	454	20	,	,	PUNCT
brj-24958	454	21	937	937	NUM
brj-24958	454	22	-	-	SYM
brj-24958	454	23	956	956	NUM
brj-24958	454	24	.	.	PUNCT
brj-24958	455	1	doi	doi	NOUN
brj-24958	455	2	:	:	PUNCT
brj-24958	455	3	10.1002/(sici)1096	10.1002/(sici)1096	NUM
brj-24958	455	4	-	-	SYM
brj-24958	455	5	9845(199809)27:9<937::aid	9845(199809)27:9<937::aid	NUM
brj-24958	455	6	-	-	PUNCT
brj-24958	455	7	eqe764>3.0.co;2	eqe764>3.0.co;2	NUM
brj-24958	455	8	-	-	PUNCT
brj-24958	455	9	5	5	NUM
brj-24958	455	10	ling	ling	PROPN
brj-24958	455	11	,	,	PUNCT
brj-24958	455	12	z.	z.	PROPN
brj-24958	455	13	,	,	PUNCT
brj-24958	455	14	li	li	PROPN
brj-24958	455	15	,	,	PUNCT
brj-24958	455	16	z.	z.	PROPN
brj-24958	455	17	,	,	PUNCT
brj-24958	455	18	lu	lu	PROPN
brj-24958	455	19	,	,	PUNCT
brj-24958	455	20	f.	f.	PROPN
brj-24958	455	21	,	,	PUNCT
brj-24958	455	22	yang	yang	PROPN
brj-24958	455	23	,	,	PUNCT
brj-24958	455	24	h.	h.	PROPN
brj-24958	455	25	,	,	PUNCT
brj-24958	455	26	zheng	zheng	PROPN
brj-24958	455	27	,	,	PUNCT
brj-24958	455	28	w.	w.	PROPN
brj-24958	455	29	,	,	PUNCT
brj-24958	455	30	and	and	CCONJ
brj-24958	455	31	zhang	zhang	PROPN
brj-24958	455	32	,	,	PUNCT
brj-24958	455	33	l.	l.	PROPN
brj-24958	455	34	(	(	PUNCT
brj-24958	455	35	2023	2023	NUM
brj-24958	455	36	)	)	PUNCT
brj-24958	455	37	.	.	PUNCT
brj-24958	456	1	“	"	PUNCT
brj-24958	456	2	flexural	flexural	ADJ
brj-24958	456	3	strengthening	strengthening	NOUN
brj-24958	456	4	of	of	ADP
brj-24958	456	5	timber	timber	NOUN
brj-24958	456	6	-	-	PUNCT
brj-24958	456	7	concrete	concrete	ADJ
brj-24958	456	8	composite	composite	ADJ
brj-24958	456	9	beams	beam	NOUN
brj-24958	456	10	using	use	VERB
brj-24958	456	11	mechanically	mechanically	ADV
brj-24958	456	12	fastened	fasten	VERB
brj-24958	456	13	and	and	CCONJ
brj-24958	456	14	externally	externally	ADV
brj-24958	456	15	bonded	bond	VERB
brj-24958	456	16	combining	combine	VERB
brj-24958	456	17	mechanically	mechanically	ADV
brj-24958	456	18	fastened	fasten	VERB
brj-24958	456	19	strengthening	strengthening	NOUN
brj-24958	456	20	techniques	technique	NOUN
brj-24958	456	21	,	,	PUNCT
brj-24958	456	22	”	"	PUNCT
brj-24958	456	23	journal	journal	NOUN
brj-24958	456	24	of	of	ADP
brj-24958	456	25	building	build	VERB
brj-24958	456	26	engineering	engineering	NOUN
brj-24958	456	27	78	78	NUM
brj-24958	456	28	,	,	PUNCT
brj-24958	456	29	article	article	NOUN
brj-24958	456	30	107645	107645	NUM
brj-24958	456	31	.	.	PUNCT
brj-24958	457	1	doi	doi	NOUN
brj-24958	457	2	:	:	PUNCT
brj-24958	457	3	10.1016	10.1016	NUM
brj-24958	457	4	/	/	SYM
brj-24958	457	5	j.jobe.2023.107645	j.jobe.2023.107645	PROPN
brj-24958	457	6	ling	ling	PROPN
brj-24958	457	7	,	,	PUNCT
brj-24958	457	8	z.	z.	PROPN
brj-24958	457	9	,	,	PUNCT
brj-24958	457	10	liu	liu	PROPN
brj-24958	457	11	,	,	PUNCT
brj-24958	457	12	w.	w.	PROPN
brj-24958	457	13	,	,	PUNCT
brj-24958	457	14	yang	yang	PROPN
brj-24958	457	15	,	,	PUNCT
brj-24958	457	16	h.	h.	PROPN
brj-24958	457	17	,	,	PUNCT
brj-24958	457	18	and	and	CCONJ
brj-24958	457	19	chen	chen	PROPN
brj-24958	457	20	,	,	PUNCT
brj-24958	457	21	x.	x.	NOUN
brj-24958	457	22	(	(	PUNCT
brj-24958	457	23	2018	2018	NUM
brj-24958	457	24	)	)	PUNCT
brj-24958	457	25	.	.	PUNCT
brj-24958	458	1	“	"	PUNCT
brj-24958	458	2	modelling	modelling	NOUN
brj-24958	458	3	of	of	ADP
brj-24958	458	4	glued	glue	VERB
brj-24958	458	5	laminated	laminate	VERB
brj-24958	458	6	timber	timber	NOUN
brj-24958	458	7	joints	joint	NOUN
brj-24958	458	8	with	with	ADP
brj-24958	458	9	glued	glue	VERB
brj-24958	458	10	-	-	PUNCT
brj-24958	458	11	in	in	ADP
brj-24958	458	12	rod	rod	NOUN
brj-24958	458	13	considering	consider	VERB
brj-24958	458	14	bond	bond	NOUN
brj-24958	458	15	-	-	PUNCT
brj-24958	458	16	slip	slip	NOUN
brj-24958	458	17	location	location	NOUN
brj-24958	458	18	function	function	NOUN
brj-24958	458	19	,	,	PUNCT
brj-24958	458	20	”	"	PUNCT
brj-24958	458	21	engineering	engineering	NOUN
brj-24958	458	22	structures	structure	NOUN
brj-24958	458	23	176	176	NUM
brj-24958	458	24	,	,	PUNCT
brj-24958	458	25	90	90	NUM
brj-24958	458	26	-	-	SYM
brj-24958	458	27	102	102	NUM
brj-24958	458	28	.	.	PUNCT
brj-24958	459	1	doi	doi	NOUN
brj-24958	459	2	:	:	PUNCT
brj-24958	459	3	10.1016	10.1016	NUM
brj-24958	459	4	/	/	SYM
brj-24958	459	5	j.engstruct.2018.08.098	j.engstruct.2018.08.098	X
brj-24958	459	6	ling	ling	PROPN
brj-24958	459	7	,	,	PUNCT
brj-24958	459	8	z.	z.	PROPN
brj-24958	459	9	,	,	PUNCT
brj-24958	459	10	zhang	zhang	PROPN
brj-24958	459	11	,	,	PUNCT
brj-24958	459	12	h.	h.	PROPN
brj-24958	459	13	,	,	PUNCT
brj-24958	459	14	mu	mu	PROPN
brj-24958	459	15	,	,	PUNCT
brj-24958	459	16	q.	q.	PROPN
brj-24958	459	17	,	,	PUNCT
brj-24958	459	18	xiang	xiang	PROPN
brj-24958	459	19	,	,	PUNCT
brj-24958	459	20	z.	z.	PROPN
brj-24958	459	21	,	,	PUNCT
brj-24958	459	22	zhang	zhang	PROPN
brj-24958	459	23	,	,	PUNCT
brj-24958	459	24	l.	l.	PROPN
brj-24958	459	25	,	,	PUNCT
brj-24958	459	26	and	and	CCONJ
brj-24958	459	27	zheng	zheng	PROPN
brj-24958	459	28	,	,	PUNCT
brj-24958	459	29	w.	w.	PROPN
brj-24958	459	30	(	(	PUNCT
brj-24958	459	31	2022	2022	NUM
brj-24958	459	32	)	)	PUNCT
brj-24958	459	33	.	.	PUNCT
brj-24958	460	1	“	"	PUNCT
brj-24958	460	2	shear	shear	ADJ
brj-24958	460	3	performance	performance	NOUN
brj-24958	460	4	of	of	ADP
brj-24958	460	5	assembled	assemble	VERB
brj-24958	460	6	shear	shear	NOUN
brj-24958	460	7	connectors	connector	NOUN
brj-24958	460	8	for	for	ADP
brj-24958	460	9	timber	timber	NOUN
brj-24958	460	10	–	–	PUNCT
brj-24958	460	11	concrete	concrete	ADJ
brj-24958	460	12	composite	composite	ADJ
brj-24958	460	13	beams	beam	NOUN
brj-24958	460	14	,	,	PUNCT
brj-24958	460	15	”	"	PUNCT
brj-24958	460	16	construction	construction	NOUN
brj-24958	460	17	and	and	CCONJ
brj-24958	460	18	building	building	NOUN
brj-24958	460	19	materials	material	NOUN
brj-24958	460	20	329	329	NUM
brj-24958	460	21	,	,	PUNCT
brj-24958	460	22	article	article	NOUN
brj-24958	460	23	127158	127158	NUM
brj-24958	460	24	.	.	PUNCT
brj-24958	461	1	doi	doi	NOUN
brj-24958	461	2	:	:	PUNCT
brj-24958	461	3	10.1016	10.1016	NUM
brj-24958	461	4	/	/	SYM
brj-24958	461	5	j.conbuildmat.2022.127158	j.conbuildmat.2022.127158	NOUN
brj-24958	461	6	mascia	mascia	PROPN
brj-24958	461	7	,	,	PUNCT
brj-24958	461	8	n.	n.	PROPN
brj-24958	461	9	t.	t.	PROPN
brj-24958	461	10	,	,	PUNCT
brj-24958	461	11	and	and	CCONJ
brj-24958	461	12	nicolas	nicolas	PROPN
brj-24958	461	13	,	,	PUNCT
brj-24958	461	14	e.	e.	PROPN
brj-24958	461	15	a.	a.	PROPN
brj-24958	461	16	(	(	PUNCT
brj-24958	461	17	2012	2012	NUM
brj-24958	461	18	)	)	PUNCT
brj-24958	461	19	.	.	PUNCT
brj-24958	462	1	“	"	PUNCT
brj-24958	462	2	evaluation	evaluation	NOUN
brj-24958	462	3	of	of	ADP
brj-24958	462	4	tsai	tsai	PROPN
brj-24958	462	5	–	–	PUNCT
brj-24958	462	6	wu	wu	PROPN
brj-24958	462	7	criterion	criterion	NOUN
brj-24958	462	8	and	and	CCONJ
brj-24958	462	9	peer	peer	NOUN
brj-24958	462	10	-	-	PUNCT
brj-24958	462	11	reviewed	review	VERB
brj-24958	462	12	article	article	NOUN
brj-24958	462	13	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	462	14	yang	yang	PROPN
brj-24958	462	15	et	et	PROPN
brj-24958	462	16	al	al	PROPN
brj-24958	462	17	.	.	PROPN
brj-24958	463	1	(	(	PUNCT
brj-24958	463	2	2025	2025	NUM
brj-24958	463	3	)	)	PUNCT
brj-24958	463	4	.	.	PUNCT
brj-24958	464	1	“	"	PUNCT
brj-24958	464	2	glulam	glulam	NOUN
brj-24958	464	3	-	-	PUNCT
brj-24958	464	4	concrete	concrete	ADJ
brj-24958	464	5	connectors	connector	NOUN
brj-24958	464	6	,	,	PUNCT
brj-24958	464	7	”	"	PUNCT
brj-24958	464	8	bioresources	bioresource	NOUN
brj-24958	464	9	20(4	20(4	NOUN
brj-24958	464	10	)	)	PUNCT
brj-24958	464	11	,	,	PUNCT
brj-24958	464	12	10460	10460	NUM
brj-24958	464	13	-	-	SYM
brj-24958	464	14	10486	10486	NUM
brj-24958	464	15	.	.	PUNCT
brj-24958	465	1	10484	10484	NUM
brj-24958	465	2	hankinson	hankinson	PROPN
brj-24958	465	3	's	's	PART
brj-24958	465	4	formula	formula	NOUN
brj-24958	465	5	for	for	ADP
brj-24958	465	6	a	a	DET
brj-24958	465	7	brazilian	brazilian	ADJ
brj-24958	465	8	wood	wood	NOUN
brj-24958	465	9	species	specie	NOUN
brj-24958	465	10	by	by	ADP
brj-24958	465	11	comparison	comparison	NOUN
brj-24958	465	12	with	with	ADP
brj-24958	465	13	experimental	experimental	ADJ
brj-24958	465	14	off	off	ADP
brj-24958	465	15	-	-	PUNCT
brj-24958	465	16	axis	axis	NOUN
brj-24958	465	17	strength	strength	NOUN
brj-24958	465	18	tests	test	NOUN
brj-24958	465	19	,	,	PUNCT
brj-24958	465	20	”	"	PUNCT
brj-24958	465	21	wood	wood	NOUN
brj-24958	465	22	material	material	NOUN
brj-24958	465	23	science	science	NOUN
brj-24958	465	24	and	and	CCONJ
brj-24958	465	25	engineering	engineering	NOUN
brj-24958	465	26	7(1	7(1	PROPN
brj-24958	465	27	)	)	PUNCT
brj-24958	465	28	,	,	PUNCT
brj-24958	465	29	49	49	NUM
brj-24958	465	30	-	-	SYM
brj-24958	465	31	58	58	NUM
brj-24958	465	32	.	.	PUNCT
brj-24958	466	1	doi	doi	NOUN
brj-24958	466	2	:	:	PUNCT
brj-24958	466	3	10.1080/17480272.2012.654820	10.1080/17480272.2012.654820	NUM
brj-24958	466	4	mirshekar	mirshekar	NOUN
brj-24958	466	5	,	,	PUNCT
brj-24958	466	6	s.	s.	PROPN
brj-24958	466	7	,	,	PUNCT
brj-24958	466	8	and	and	CCONJ
brj-24958	466	9	sadeghian	sadeghian	NOUN
brj-24958	466	10	,	,	PUNCT
brj-24958	466	11	v.	v.	PROPN
brj-24958	466	12	(	(	PUNCT
brj-24958	466	13	2025	2025	NUM
brj-24958	466	14	)	)	PUNCT
brj-24958	466	15	.	.	PUNCT
brj-24958	467	1	“	"	PUNCT
brj-24958	467	2	numerical	numerical	ADJ
brj-24958	467	3	and	and	CCONJ
brj-24958	467	4	analytical	analytical	ADJ
brj-24958	467	5	models	model	NOUN
brj-24958	467	6	for	for	ADP
brj-24958	467	7	predicting	predict	VERB
brj-24958	467	8	load	load	NOUN
brj-24958	467	9	-	-	PUNCT
brj-24958	467	10	carrying	carry	VERB
brj-24958	467	11	capacity	capacity	NOUN
brj-24958	467	12	of	of	ADP
brj-24958	467	13	timber	timber	NOUN
brj-24958	467	14	–	–	PUNCT
brj-24958	467	15	concrete	concrete	ADJ
brj-24958	467	16	notched	notch	VERB
brj-24958	467	17	connections	connection	NOUN
brj-24958	467	18	,	,	PUNCT
brj-24958	467	19	”	"	PUNCT
brj-24958	467	20	journal	journal	NOUN
brj-24958	467	21	of	of	ADP
brj-24958	467	22	structural	structural	ADJ
brj-24958	467	23	engineering	engineering	NOUN
brj-24958	467	24	151(7	151(7	NUM
brj-24958	467	25	)	)	PUNCT
brj-24958	467	26	.	.	PUNCT
brj-24958	468	1	doi	doi	NOUN
brj-24958	468	2	:	:	PUNCT
brj-24958	468	3	10.1061	10.1061	NUM
brj-24958	468	4	/	/	SYM
brj-24958	468	5	jsendh.steng-14360	jsendh.steng-14360	PROPN
brj-24958	468	6	mohamadzadeh	mohamadzadeh	PROPN
brj-24958	468	7	,	,	PUNCT
brj-24958	468	8	m.	m.	NOUN
brj-24958	468	9	,	,	PUNCT
brj-24958	468	10	rostampour	rostampour	NOUN
brj-24958	468	11	haftkhani	haftkhani	NOUN
brj-24958	468	12	,	,	PUNCT
brj-24958	468	13	a.	a.	PROPN
brj-24958	468	14	,	,	PUNCT
brj-24958	468	15	ebrahimi	ebrahimi	PROPN
brj-24958	468	16	,	,	PUNCT
brj-24958	468	17	g.	g.	PROPN
brj-24958	468	18	,	,	PUNCT
brj-24958	468	19	and	and	CCONJ
brj-24958	468	20	yoshihara	yoshihara	PROPN
brj-24958	468	21	,	,	PUNCT
brj-24958	468	22	h.	h.	PROPN
brj-24958	468	23	(	(	PUNCT
brj-24958	468	24	2012	2012	NUM
brj-24958	468	25	)	)	PUNCT
brj-24958	468	26	.	.	PUNCT
brj-24958	469	1	“	"	PUNCT
brj-24958	469	2	numerical	numerical	ADJ
brj-24958	469	3	and	and	CCONJ
brj-24958	469	4	experimental	experimental	ADJ
brj-24958	469	5	failure	failure	NOUN
brj-24958	469	6	analysis	analysis	NOUN
brj-24958	469	7	of	of	ADP
brj-24958	469	8	screwed	screw	VERB
brj-24958	469	9	single	single	ADJ
brj-24958	469	10	shear	shear	NOUN
brj-24958	469	11	joints	joint	NOUN
brj-24958	469	12	in	in	ADP
brj-24958	469	13	wood	wood	NOUN
brj-24958	469	14	plastic	plastic	NOUN
brj-24958	469	15	composite	composite	NOUN
brj-24958	469	16	,	,	PUNCT
brj-24958	469	17	”	"	PUNCT
brj-24958	469	18	materials	material	NOUN
brj-24958	469	19	&	&	CCONJ
brj-24958	469	20	design	design	PROPN
brj-24958	469	21	35	35	NUM
brj-24958	469	22	,	,	PUNCT
brj-24958	469	23	404	404	NUM
brj-24958	469	24	-	-	SYM
brj-24958	469	25	413	413	NUM
brj-24958	469	26	.	.	PUNCT
brj-24958	470	1	doi	doi	NOUN
brj-24958	470	2	:	:	PUNCT
brj-24958	470	3	10.1016	10.1016	NUM
brj-24958	470	4	/	/	SYM
brj-24958	470	5	j.matdes.2011.09.061	j.matdes.2011.09.061	PROPN
brj-24958	470	6	molina	molina	PROPN
brj-24958	470	7	,	,	PUNCT
brj-24958	470	8	j.	j.	PROPN
brj-24958	470	9	c.	c.	PROPN
brj-24958	470	10	,	,	PUNCT
brj-24958	470	11	oliveira	oliveira	PROPN
brj-24958	470	12	,	,	PUNCT
brj-24958	470	13	c.	c.	PROPN
brj-24958	470	14	a.	a.	PROPN
brj-24958	470	15	b.	b.	PROPN
brj-24958	470	16	,	,	PUNCT
brj-24958	470	17	christoforo	christoforo	PROPN
brj-24958	470	18	,	,	PUNCT
brj-24958	470	19	a.	a.	PROPN
brj-24958	470	20	l.	l.	PROPN
brj-24958	470	21	,	,	PUNCT
brj-24958	470	22	bôas	bôas	NOUN
brj-24958	470	23	,	,	PUNCT
brj-24958	470	24	d.	d.	PROPN
brj-24958	470	25	v.	v.	PROPN
brj-24958	470	26	,	,	PUNCT
brj-24958	470	27	and	and	CCONJ
brj-24958	470	28	calil	calil	PROPN
brj-24958	470	29	junior	junior	PROPN
brj-24958	470	30	,	,	PUNCT
brj-24958	470	31	c.	c.	PROPN
brj-24958	470	32	(	(	PUNCT
brj-24958	470	33	2020	2020	NUM
brj-24958	470	34	)	)	PUNCT
brj-24958	470	35	.	.	PUNCT
brj-24958	471	1	“	"	PUNCT
brj-24958	471	2	influence	influence	NOUN
brj-24958	471	3	of	of	ADP
brj-24958	471	4	the	the	DET
brj-24958	471	5	bonding	bonding	NOUN
brj-24958	471	6	of	of	ADP
brj-24958	471	7	rebar	rebar	NOUN
brj-24958	471	8	dowel	dowel	NOUN
brj-24958	471	9	with	with	ADP
brj-24958	471	10	adhesive	adhesive	NOUN
brj-24958	471	11	on	on	ADP
brj-24958	471	12	wood	wood	NOUN
brj-24958	471	13	–	–	PUNCT
brj-24958	471	14	concrete	concrete	ADJ
brj-24958	471	15	composite	composite	ADJ
brj-24958	471	16	specimens	specimen	NOUN
brj-24958	471	17	,	,	PUNCT
brj-24958	471	18	”	"	PUNCT
brj-24958	471	19	proceedings	proceeding	NOUN
brj-24958	471	20	of	of	ADP
brj-24958	471	21	the	the	DET
brj-24958	471	22	institution	institution	NOUN
brj-24958	471	23	of	of	ADP
brj-24958	471	24	civil	civil	ADJ
brj-24958	471	25	engineers	engineer	NOUN
brj-24958	471	26	-	-	PUNCT
brj-24958	471	27	structures	structure	NOUN
brj-24958	471	28	and	and	CCONJ
brj-24958	471	29	buildings	building	NOUN
brj-24958	471	30	173(12	173(12	NUM
brj-24958	471	31	)	)	PUNCT
brj-24958	471	32	,	,	PUNCT
brj-24958	471	33	904	904	NUM
brj-24958	471	34	-	-	SYM
brj-24958	471	35	913	913	NUM
brj-24958	471	36	.	.	PUNCT
brj-24958	472	1	oudjene	oudjene	PROPN
brj-24958	472	2	,	,	PUNCT
brj-24958	472	3	m.	m.	NOUN
brj-24958	472	4	,	,	PUNCT
brj-24958	472	5	meghlat	meghlat	PROPN
brj-24958	472	6	,	,	PUNCT
brj-24958	472	7	e.	e.	PROPN
brj-24958	472	8	m.	m.	PROPN
brj-24958	472	9	,	,	PUNCT
brj-24958	472	10	ait	ait	NOUN
brj-24958	472	11	-	-	PUNCT
brj-24958	472	12	aider	aider	NOUN
brj-24958	472	13	,	,	PUNCT
brj-24958	472	14	h.	h.	PROPN
brj-24958	472	15	,	,	PUNCT
brj-24958	472	16	and	and	CCONJ
brj-24958	472	17	batoz	batoz	ADV
brj-24958	472	18	,	,	PUNCT
brj-24958	472	19	j.	j.	PROPN
brj-24958	472	20	l.	l.	PROPN
brj-24958	472	21	(	(	PUNCT
brj-24958	472	22	2013	2013	NUM
brj-24958	472	23	)	)	PUNCT
brj-24958	472	24	.	.	PUNCT
brj-24958	473	1	“	"	PUNCT
brj-24958	473	2	non	non	ADJ
brj-24958	473	3	-	-	ADJ
brj-24958	473	4	linear	linear	ADJ
brj-24958	473	5	finite	finite	NOUN
brj-24958	473	6	element	element	NOUN
brj-24958	473	7	modelling	modelling	NOUN
brj-24958	473	8	of	of	ADP
brj-24958	473	9	the	the	DET
brj-24958	473	10	structural	structural	ADJ
brj-24958	473	11	behaviour	behaviour	NOUN
brj-24958	473	12	of	of	ADP
brj-24958	473	13	screwed	screw	VERB
brj-24958	473	14	timber	timber	NOUN
brj-24958	473	15	-	-	PUNCT
brj-24958	473	16	to	to	ADP
brj-24958	473	17	-	-	PUNCT
brj-24958	473	18	concrete	concrete	ADJ
brj-24958	473	19	composite	composite	ADJ
brj-24958	473	20	connections	connection	NOUN
brj-24958	473	21	,	,	PUNCT
brj-24958	473	22	”	"	PUNCT
brj-24958	473	23	composite	composite	ADJ
brj-24958	473	24	structures	structure	NOUN
brj-24958	473	25	102	102	NUM
brj-24958	473	26	,	,	PUNCT
brj-24958	473	27	20	20	NUM
brj-24958	473	28	-	-	SYM
brj-24958	473	29	28	28	NUM
brj-24958	473	30	.	.	PUNCT
brj-24958	474	1	doi	doi	NOUN
brj-24958	474	2	:	:	PUNCT
brj-24958	474	3	10.1016	10.1016	NUM
brj-24958	474	4	/	/	SYM
brj-24958	474	5	j.compstruct.2013.02.007	j.compstruct.2013.02.007	PROPN
brj-24958	474	6	quang	quang	PROPN
brj-24958	474	7	mai	mai	PROPN
brj-24958	474	8	,	,	PUNCT
brj-24958	474	9	k.	k.	PROPN
brj-24958	474	10	,	,	PUNCT
brj-24958	474	11	park	park	PROPN
brj-24958	474	12	,	,	PUNCT
brj-24958	474	13	a.	a.	NOUN
brj-24958	474	14	,	,	PUNCT
brj-24958	474	15	nguyen	nguyen	PROPN
brj-24958	474	16	,	,	PUNCT
brj-24958	474	17	k.	k.	PROPN
brj-24958	474	18	t.	t.	PROPN
brj-24958	474	19	,	,	PUNCT
brj-24958	474	20	and	and	CCONJ
brj-24958	474	21	lee	lee	PROPN
brj-24958	474	22	,	,	PUNCT
brj-24958	474	23	k.	k.	PROPN
brj-24958	474	24	(	(	PUNCT
brj-24958	474	25	2018	2018	NUM
brj-24958	474	26	)	)	PUNCT
brj-24958	474	27	.	.	PUNCT
brj-24958	475	1	“	"	PUNCT
brj-24958	475	2	full	full	ADJ
brj-24958	475	3	-	-	PUNCT
brj-24958	475	4	scale	scale	NOUN
brj-24958	475	5	static	static	ADJ
brj-24958	475	6	and	and	CCONJ
brj-24958	475	7	dynamic	dynamic	ADJ
brj-24958	475	8	experiments	experiment	NOUN
brj-24958	475	9	of	of	ADP
brj-24958	475	10	hybrid	hybrid	ADJ
brj-24958	475	11	clt	clt	NOUN
brj-24958	475	12	–	–	PUNCT
brj-24958	475	13	concrete	concrete	ADJ
brj-24958	475	14	composite	composite	ADJ
brj-24958	475	15	floor	floor	NOUN
brj-24958	475	16	,	,	PUNCT
brj-24958	475	17	”	"	PUNCT
brj-24958	475	18	construction	construction	NOUN
brj-24958	475	19	and	and	CCONJ
brj-24958	475	20	building	building	NOUN
brj-24958	475	21	materials	material	NOUN
brj-24958	475	22	170	170	NUM
brj-24958	475	23	,	,	PUNCT
brj-24958	475	24	55	55	NUM
brj-24958	475	25	-	-	SYM
brj-24958	475	26	65	65	NUM
brj-24958	475	27	.	.	PUNCT
brj-24958	476	1	doi	doi	NOUN
brj-24958	476	2	:	:	PUNCT
brj-24958	476	3	10.1016	10.1016	NUM
brj-24958	476	4	/	/	SYM
brj-24958	476	5	j.conbuildmat.2018.03.042	j.conbuildmat.2018.03.042	PROPN
brj-24958	476	6	rodrigues	rodrigues	PROPN
brj-24958	476	7	,	,	PUNCT
brj-24958	476	8	j.	j.	PROPN
brj-24958	476	9	n.	n.	PROPN
brj-24958	476	10	,	,	PUNCT
brj-24958	476	11	providência	providência	NOUN
brj-24958	476	12	,	,	PUNCT
brj-24958	476	13	p.	p.	NOUN
brj-24958	476	14	,	,	PUNCT
brj-24958	476	15	and	and	CCONJ
brj-24958	476	16	dias	dias	PROPN
brj-24958	476	17	,	,	PUNCT
brj-24958	476	18	a.	a.	NOUN
brj-24958	476	19	m.	m.	NOUN
brj-24958	477	1	p.	p.	PROPN
brj-24958	477	2	g.	g.	PROPN
brj-24958	478	1	(	(	PUNCT
brj-24958	478	2	2017	2017	NUM
brj-24958	478	3	)	)	PUNCT
brj-24958	478	4	.	.	PUNCT
brj-24958	479	1	“	"	PUNCT
brj-24958	479	2	sustainability	sustainability	NOUN
brj-24958	479	3	and	and	CCONJ
brj-24958	479	4	lifecycle	lifecycle	NOUN
brj-24958	479	5	assessment	assessment	NOUN
brj-24958	479	6	of	of	ADP
brj-24958	479	7	timber	timber	NOUN
brj-24958	479	8	-	-	PUNCT
brj-24958	479	9	concrete	concrete	ADJ
brj-24958	479	10	composite	composite	ADJ
brj-24958	479	11	bridges	bridge	NOUN
brj-24958	479	12	,	,	PUNCT
brj-24958	479	13	”	"	PUNCT
brj-24958	479	14	journal	journal	NOUN
brj-24958	479	15	of	of	ADP
brj-24958	479	16	infrastructure	infrastructure	NOUN
brj-24958	479	17	systems	system	NOUN
brj-24958	479	18	23(1	23(1	NUM
brj-24958	479	19	)	)	PUNCT
brj-24958	479	20	,	,	PUNCT
brj-24958	479	21	article	article	NOUN
brj-24958	479	22	04016025	04016025	NUM
brj-24958	479	23	.	.	PUNCT
brj-24958	480	1	serrano	serrano	PROPN
brj-24958	480	2	,	,	PUNCT
brj-24958	480	3	e.	e.	PROPN
brj-24958	480	4	(	(	PUNCT
brj-24958	480	5	2001	2001	NUM
brj-24958	480	6	)	)	PUNCT
brj-24958	480	7	.	.	PUNCT
brj-24958	481	1	“	"	PUNCT
brj-24958	481	2	glued	glue	VERB
brj-24958	481	3	-	-	PUNCT
brj-24958	481	4	in	in	ADP
brj-24958	481	5	rods	rod	NOUN
brj-24958	481	6	for	for	ADP
brj-24958	481	7	timber	timber	NOUN
brj-24958	481	8	structures	structure	NOUN
brj-24958	481	9	—	—	PUNCT
brj-24958	481	10	an	an	DET
brj-24958	481	11	experimental	experimental	ADJ
brj-24958	481	12	study	study	NOUN
brj-24958	481	13	of	of	ADP
brj-24958	481	14	softening	soften	VERB
brj-24958	481	15	behaviour	behaviour	NOUN
brj-24958	481	16	,	,	PUNCT
brj-24958	481	17	”	"	PUNCT
brj-24958	481	18	materials	material	NOUN
brj-24958	481	19	and	and	CCONJ
brj-24958	481	20	structures	structure	NOUN
brj-24958	481	21	34	34	NUM
brj-24958	481	22	,	,	PUNCT
brj-24958	481	23	228	228	NUM
brj-24958	481	24	-	-	SYM
brj-24958	481	25	234	234	NUM
brj-24958	481	26	.	.	PUNCT
brj-24958	481	27	shahnewaz	shahnewaz	NOUN
brj-24958	481	28	,	,	PUNCT
brj-24958	481	29	m.	m.	NOUN
brj-24958	481	30	,	,	PUNCT
brj-24958	481	31	jackson	jackson	PROPN
brj-24958	481	32	,	,	PUNCT
brj-24958	481	33	r.	r.	PROPN
brj-24958	481	34	,	,	PUNCT
brj-24958	481	35	and	and	CCONJ
brj-24958	481	36	tannert	tannert	ADJ
brj-24958	481	37	,	,	PUNCT
brj-24958	481	38	t.	t.	PROPN
brj-24958	481	39	(	(	PUNCT
brj-24958	481	40	2022	2022	NUM
brj-24958	481	41	)	)	PUNCT
brj-24958	481	42	.	.	PUNCT
brj-24958	482	1	“	"	PUNCT
brj-24958	482	2	clt	clt	NOUN
brj-24958	482	3	concrete	concrete	ADJ
brj-24958	482	4	composite	composite	ADJ
brj-24958	482	5	floors	floor	NOUN
brj-24958	482	6	with	with	ADP
brj-24958	482	7	steel	steel	NOUN
brj-24958	482	8	kerf	kerf	NOUN
brj-24958	482	9	plate	plate	NOUN
brj-24958	482	10	connectors	connector	NOUN
brj-24958	482	11	,	,	PUNCT
brj-24958	482	12	”	"	PUNCT
brj-24958	482	13	construction	construction	NOUN
brj-24958	482	14	and	and	CCONJ
brj-24958	482	15	building	building	NOUN
brj-24958	482	16	materials	material	NOUN
brj-24958	482	17	319	319	NUM
brj-24958	482	18	,	,	PUNCT
brj-24958	482	19	article	article	NOUN
brj-24958	482	20	126092	126092	NUM
brj-24958	482	21	.	.	PUNCT
brj-24958	483	1	doi	doi	NOUN
brj-24958	483	2	:	:	PUNCT
brj-24958	483	3	10.1016	10.1016	NUM
brj-24958	483	4	/	/	SYM
brj-24958	483	5	j.conbuildmat.2021.126092	j.conbuildmat.2021.126092	PROPN
brj-24958	483	6	shi	shi	PROPN
brj-24958	483	7	,	,	PUNCT
brj-24958	483	8	b.	b.	PROPN
brj-24958	483	9	,	,	PUNCT
brj-24958	483	10	liu	liu	PROPN
brj-24958	483	11	,	,	PUNCT
brj-24958	483	12	w.	w.	PROPN
brj-24958	483	13	,	,	PUNCT
brj-24958	483	14	and	and	CCONJ
brj-24958	483	15	yang	yang	PROPN
brj-24958	483	16	,	,	PUNCT
brj-24958	483	17	h.	h.	PROPN
brj-24958	483	18	(	(	PUNCT
brj-24958	483	19	2021	2021	NUM
brj-24958	483	20	)	)	PUNCT
brj-24958	483	21	.	.	PUNCT
brj-24958	484	1	“	"	PUNCT
brj-24958	484	2	experimental	experimental	ADJ
brj-24958	484	3	investigation	investigation	NOUN
brj-24958	484	4	on	on	ADP
brj-24958	484	5	the	the	DET
brj-24958	484	6	long	long	ADJ
brj-24958	484	7	-	-	PUNCT
brj-24958	484	8	term	term	NOUN
brj-24958	484	9	behaviour	behaviour	NOUN
brj-24958	484	10	of	of	ADP
brj-24958	484	11	prefabricated	prefabricate	VERB
brj-24958	484	12	timber	timber	NOUN
brj-24958	484	13	-	-	PUNCT
brj-24958	484	14	concrete	concrete	ADJ
brj-24958	484	15	composite	composite	ADJ
brj-24958	484	16	beams	beam	NOUN
brj-24958	484	17	with	with	ADP
brj-24958	484	18	steel	steel	NOUN
brj-24958	484	19	plate	plate	NOUN
brj-24958	484	20	connections	connection	NOUN
brj-24958	484	21	,	,	PUNCT
brj-24958	484	22	”	"	PUNCT
brj-24958	484	23	construction	construction	NOUN
brj-24958	484	24	and	and	CCONJ
brj-24958	484	25	building	building	NOUN
brj-24958	484	26	materials	material	NOUN
brj-24958	484	27	266	266	NUM
brj-24958	484	28	,	,	PUNCT
brj-24958	484	29	article	article	NOUN
brj-24958	484	30	120892	120892	NUM
brj-24958	484	31	.	.	PUNCT
brj-24958	485	1	doi	doi	NOUN
brj-24958	485	2	:	:	PUNCT
brj-24958	485	3	10.1016	10.1016	NUM
brj-24958	485	4	/	/	SYM
brj-24958	485	5	j.conbuildmat.2020.120892	j.conbuildmat.2020.120892	PROPN
brj-24958	485	6	shi	shi	PROPN
brj-24958	485	7	,	,	PUNCT
brj-24958	485	8	d.	d.	PROPN
brj-24958	485	9	,	,	PUNCT
brj-24958	485	10	hu	hu	PROPN
brj-24958	485	11	,	,	PUNCT
brj-24958	485	12	x.	x.	PROPN
brj-24958	485	13	,	,	PUNCT
brj-24958	485	14	zhang	zhang	PROPN
brj-24958	485	15	,	,	PUNCT
brj-24958	485	16	j.	j.	PROPN
brj-24958	485	17	,	,	PUNCT
brj-24958	485	18	and	and	CCONJ
brj-24958	485	19	du	du	PROPN
brj-24958	485	20	,	,	PUNCT
brj-24958	485	21	h.	h.	PROPN
brj-24958	485	22	(	(	PUNCT
brj-24958	485	23	2022	2022	NUM
brj-24958	485	24	)	)	PUNCT
brj-24958	485	25	.	.	PUNCT
brj-24958	486	1	“	"	PUNCT
brj-24958	486	2	shear	shear	NOUN
brj-24958	486	3	stiffness	stiffness	NOUN
brj-24958	486	4	of	of	ADP
brj-24958	486	5	notched	notch	VERB
brj-24958	486	6	connectors	connector	NOUN
brj-24958	486	7	in	in	ADP
brj-24958	486	8	glue	glue	NOUN
brj-24958	486	9	laminated	laminate	VERB
brj-24958	486	10	timber	timber	NOUN
brj-24958	486	11	-	-	PUNCT
brj-24958	486	12	concrete	concrete	ADJ
brj-24958	486	13	composite	composite	ADJ
brj-24958	486	14	beams	beam	NOUN
brj-24958	486	15	under	under	ADP
brj-24958	486	16	fire	fire	NOUN
brj-24958	486	17	conditions	condition	NOUN
brj-24958	486	18	,	,	PUNCT
brj-24958	486	19	”	"	PUNCT
brj-24958	486	20	bioresources	bioresource	NOUN
brj-24958	486	21	17(4	17(4	NUM
brj-24958	486	22	)	)	PUNCT
brj-24958	486	23	,	,	PUNCT
brj-24958	486	24	6397	6397	NUM
brj-24958	486	25	-	-	SYM
brj-24958	486	26	6410	6410	NUM
brj-24958	486	27	.	.	PUNCT
brj-24958	487	1	doi	doi	NOUN
brj-24958	487	2	:	:	PUNCT
brj-24958	487	3	10.15376	10.15376	NUM
brj-24958	487	4	/	/	SYM
brj-24958	487	5	biores.17.4.6397	biores.17.4.6397	NOUN
brj-24958	487	6	-	-	PUNCT
brj-24958	487	7	6410	6410	NUM
brj-24958	487	8	shirmohammadli	shirmohammadli	NOUN
brj-24958	487	9	,	,	PUNCT
brj-24958	487	10	y.	y.	PROPN
brj-24958	487	11	,	,	PUNCT
brj-24958	487	12	hashemi	hashemi	PROPN
brj-24958	487	13	,	,	PUNCT
brj-24958	487	14	a.	a.	NOUN
brj-24958	487	15	,	,	PUNCT
brj-24958	487	16	masoudnia	masoudnia	PROPN
brj-24958	487	17	,	,	PUNCT
brj-24958	487	18	r.	r.	PROPN
brj-24958	487	19	,	,	PUNCT
brj-24958	487	20	and	and	CCONJ
brj-24958	487	21	quenneville	quenneville	NOUN
brj-24958	487	22	,	,	PUNCT
brj-24958	487	23	p.	p.	NOUN
brj-24958	487	24	(	(	PUNCT
brj-24958	487	25	2023	2023	NUM
brj-24958	487	26	)	)	PUNCT
brj-24958	487	27	.	.	PUNCT
brj-24958	488	1	“	"	PUNCT
brj-24958	488	2	numerical	numerical	ADJ
brj-24958	488	3	modeling	modeling	NOUN
brj-24958	488	4	investigation	investigation	NOUN
brj-24958	488	5	of	of	ADP
brj-24958	488	6	cross	cross	ADJ
brj-24958	488	7	-	-	ADJ
brj-24958	488	8	laminated	laminated	ADJ
brj-24958	488	9	timber	timber	NOUN
brj-24958	488	10	connections	connection	NOUN
brj-24958	488	11	consisting	consist	VERB
brj-24958	488	12	of	of	ADP
brj-24958	488	13	multiple	multiple	ADJ
brj-24958	488	14	glued	glue	VERB
brj-24958	488	15	-	-	PUNCT
brj-24958	488	16	in	in	ADP
brj-24958	488	17	rods	rod	NOUN
brj-24958	488	18	,	,	PUNCT
brj-24958	488	19	”	"	PUNCT
brj-24958	488	20	structures	structure	NOUN
brj-24958	488	21	53	53	NUM
brj-24958	488	22	,	,	PUNCT
brj-24958	488	23	491	491	NUM
brj-24958	488	24	-	-	SYM
brj-24958	488	25	500	500	NUM
brj-24958	488	26	.	.	PUNCT
brj-24958	489	1	doi	doi	NOUN
brj-24958	489	2	:	:	PUNCT
brj-24958	489	3	10.1016	10.1016	NUM
brj-24958	489	4	/	/	SYM
brj-24958	489	5	j.istruc.2023.04.090	j.istruc.2023.04.090	PROPN
brj-24958	489	6	tao	tao	PROPN
brj-24958	489	7	,	,	PUNCT
brj-24958	489	8	h.	h.	PROPN
brj-24958	489	9	,	,	PUNCT
brj-24958	489	10	shi	shi	PROPN
brj-24958	489	11	,	,	PUNCT
brj-24958	489	12	b.	b.	PROPN
brj-24958	489	13	,	,	PUNCT
brj-24958	489	14	yang	yang	PROPN
brj-24958	489	15	,	,	PUNCT
brj-24958	489	16	h.	h.	PROPN
brj-24958	489	17	,	,	PUNCT
brj-24958	489	18	wang	wang	PROPN
brj-24958	489	19	,	,	PUNCT
brj-24958	489	20	c.	c.	PROPN
brj-24958	489	21	,	,	PUNCT
brj-24958	489	22	ling	ling	PROPN
brj-24958	489	23	,	,	PUNCT
brj-24958	489	24	x.	x.	NOUN
brj-24958	489	25	,	,	PUNCT
brj-24958	489	26	and	and	CCONJ
brj-24958	489	27	xu	xu	PROPN
brj-24958	489	28	,	,	PUNCT
brj-24958	489	29	j.	j.	PROPN
brj-24958	489	30	(	(	PUNCT
brj-24958	489	31	2022	2022	NUM
brj-24958	489	32	)	)	PUNCT
brj-24958	489	33	.	.	PUNCT
brj-24958	490	1	“	"	PUNCT
brj-24958	490	2	experimental	experimental	ADJ
brj-24958	490	3	and	and	CCONJ
brj-24958	490	4	finite	finite	ADJ
brj-24958	490	5	element	element	NOUN
brj-24958	490	6	studies	study	NOUN
brj-24958	490	7	of	of	ADP
brj-24958	490	8	prefabricated	prefabricate	VERB
brj-24958	490	9	timber	timber	NOUN
brj-24958	490	10	-	-	PUNCT
brj-24958	490	11	concrete	concrete	ADJ
brj-24958	490	12	composite	composite	ADJ
brj-24958	490	13	structures	structure	NOUN
brj-24958	490	14	with	with	ADP
brj-24958	490	15	glued	glue	VERB
brj-24958	490	16	perforated	perforate	VERB
brj-24958	490	17	steel	steel	NOUN
brj-24958	490	18	plate	plate	NOUN
brj-24958	490	19	connections	connection	NOUN
brj-24958	490	20	,	,	PUNCT
brj-24958	490	21	”	"	PUNCT
brj-24958	490	22	engineering	engineering	NOUN
brj-24958	490	23	structures	structure	NOUN
brj-24958	490	24	268	268	NUM
brj-24958	490	25	,	,	PUNCT
brj-24958	490	26	article	article	NOUN
brj-24958	490	27	114778	114778	NUM
brj-24958	490	28	.	.	PUNCT
brj-24958	491	1	doi	doi	NOUN
brj-24958	491	2	:	:	PUNCT
brj-24958	491	3	10.1016	10.1016	NUM
brj-24958	491	4	/	/	SYM
brj-24958	491	5	j.engstruct.2022.114778	j.engstruct.2022.114778	PROPN
brj-24958	491	6	yeoh	yeoh	PROPN
brj-24958	491	7	,	,	PUNCT
brj-24958	491	8	d.	d.	PROPN
brj-24958	491	9	,	,	PUNCT
brj-24958	491	10	fragiacomo	fragiacomo	NOUN
brj-24958	491	11	,	,	PUNCT
brj-24958	491	12	m.	m.	NOUN
brj-24958	491	13	,	,	PUNCT
brj-24958	491	14	de	de	X
brj-24958	491	15	franceschi	franceschi	NOUN
brj-24958	491	16	,	,	PUNCT
brj-24958	491	17	m.	m.	NOUN
brj-24958	491	18	,	,	PUNCT
brj-24958	491	19	and	and	CCONJ
brj-24958	491	20	buchanan	buchanan	PROPN
brj-24958	491	21	,	,	PUNCT
brj-24958	491	22	a.	a.	PROPN
brj-24958	491	23	h.	h.	PROPN
brj-24958	492	1	(	(	PUNCT
brj-24958	492	2	2011	2011	NUM
brj-24958	492	3	)	)	PUNCT
brj-24958	492	4	.	.	PUNCT
brj-24958	493	1	“	"	PUNCT
brj-24958	493	2	experimental	experimental	ADJ
brj-24958	493	3	tests	test	NOUN
brj-24958	493	4	of	of	ADP
brj-24958	493	5	notched	notch	VERB
brj-24958	493	6	and	and	CCONJ
brj-24958	493	7	plate	plate	NOUN
brj-24958	493	8	connectors	connector	NOUN
brj-24958	493	9	for	for	ADP
brj-24958	493	10	lvl	lvl	NOUN
brj-24958	493	11	-	-	PUNCT
brj-24958	493	12	concrete	concrete	ADJ
brj-24958	493	13	composite	composite	ADJ
brj-24958	493	14	beams	beam	NOUN
brj-24958	493	15	,	,	PUNCT
brj-24958	493	16	”	"	PUNCT
brj-24958	493	17	journal	journal	NOUN
brj-24958	493	18	of	of	ADP
brj-24958	493	19	structural	structural	ADJ
brj-24958	493	20	engineering	engineering	NOUN
brj-24958	493	21	137(2	137(2	NUM
brj-24958	493	22	)	)	PUNCT
brj-24958	493	23	,	,	PUNCT
brj-24958	493	24	261	261	NUM
brj-24958	493	25	-	-	SYM
brj-24958	493	26	269	269	NUM
brj-24958	493	27	.	.	PUNCT
brj-24958	494	1	zeman	zeman	PROPN
brj-24958	494	2	,	,	PUNCT
brj-24958	494	3	m.	m.	NOUN
brj-24958	494	4	,	,	PUNCT
brj-24958	494	5	sejkot	sejkot	NOUN
brj-24958	494	6	,	,	PUNCT
brj-24958	494	7	p.	p.	PROPN
brj-24958	494	8	,	,	PUNCT
brj-24958	494	9	mikes	mikes	PROPN
brj-24958	494	10	,	,	PUNCT
brj-24958	494	11	k.	k.	PROPN
brj-24958	494	12	,	,	PUNCT
brj-24958	494	13	fragiacomo	fragiacomo	PROPN
brj-24958	494	14	,	,	PUNCT
brj-24958	494	15	m.	m.	NOUN
brj-24958	494	16	,	,	PUNCT
brj-24958	494	17	and	and	CCONJ
brj-24958	494	18	aloisio	aloisio	NOUN
brj-24958	494	19	,	,	PUNCT
brj-24958	494	20	a.	a.	NOUN
brj-24958	494	21	(	(	PUNCT
brj-24958	494	22	2024	2024	NUM
brj-24958	494	23	)	)	PUNCT
brj-24958	494	24	.	.	PUNCT
brj-24958	495	1	“	"	PUNCT
brj-24958	495	2	glued	glue	VERB
brj-24958	495	3	-	-	PUNCT
brj-24958	495	4	in	in	ADP
brj-24958	495	5	steel	steel	NOUN
brj-24958	495	6	plate	plate	NOUN
brj-24958	495	7	and	and	CCONJ
brj-24958	495	8	screwed	screw	VERB
brj-24958	495	9	connections	connection	NOUN
brj-24958	495	10	in	in	ADP
brj-24958	495	11	timber	timber	NOUN
brj-24958	495	12	-	-	PUNCT
brj-24958	495	13	concrete	concrete	ADJ
brj-24958	495	14	composites	composite	NOUN
brj-24958	495	15	systems	system	NOUN
brj-24958	495	16	:	:	PUNCT
brj-24958	495	17	peer	peer	NOUN
brj-24958	495	18	-	-	PUNCT
brj-24958	495	19	reviewed	review	VERB
brj-24958	495	20	article	article	NOUN
brj-24958	495	21	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	495	22	yang	yang	PROPN
brj-24958	495	23	et	et	PROPN
brj-24958	495	24	al	al	PROPN
brj-24958	495	25	.	.	PROPN
brj-24958	496	1	(	(	PUNCT
brj-24958	496	2	2025	2025	NUM
brj-24958	496	3	)	)	PUNCT
brj-24958	496	4	.	.	PUNCT
brj-24958	497	1	“	"	PUNCT
brj-24958	497	2	glulam	glulam	NOUN
brj-24958	497	3	-	-	PUNCT
brj-24958	497	4	concrete	concrete	ADJ
brj-24958	497	5	connectors	connector	NOUN
brj-24958	497	6	,	,	PUNCT
brj-24958	497	7	”	"	PUNCT
brj-24958	497	8	bioresources	bioresource	NOUN
brj-24958	497	9	20(4	20(4	NOUN
brj-24958	497	10	)	)	PUNCT
brj-24958	497	11	,	,	PUNCT
brj-24958	497	12	10460	10460	NUM
brj-24958	497	13	-	-	SYM
brj-24958	497	14	10486	10486	NUM
brj-24958	497	15	.	.	PUNCT
brj-24958	498	1	10485	10485	NUM
brj-24958	498	2	mechanical	mechanical	ADJ
brj-24958	498	3	performance	performance	NOUN
brj-24958	498	4	and	and	CCONJ
brj-24958	498	5	design	design	NOUN
brj-24958	498	6	implications	implication	NOUN
brj-24958	498	7	,	,	PUNCT
brj-24958	498	8	”	"	PUNCT
brj-24958	498	9	journal	journal	NOUN
brj-24958	498	10	of	of	ADP
brj-24958	498	11	building	build	VERB
brj-24958	498	12	engineering	engineering	NOUN
brj-24958	498	13	2024	2024	NUM
brj-24958	498	14	,	,	PUNCT
brj-24958	498	15	article	article	NOUN
brj-24958	498	16	110477	110477	NUM
brj-24958	498	17	.	.	PUNCT
brj-24958	499	1	doi	doi	NOUN
brj-24958	499	2	:	:	PUNCT
brj-24958	499	3	10.1016	10.1016	NUM
brj-24958	499	4	/	/	SYM
brj-24958	499	5	j.jobe.2024.110477	j.jobe.2024.110477	PROPN
brj-24958	499	6	zhang	zhang	PROPN
brj-24958	499	7	,	,	PUNCT
brj-24958	499	8	l.	l.	PROPN
brj-24958	499	9	,	,	PUNCT
brj-24958	499	10	zhou	zhou	PROPN
brj-24958	499	11	,	,	PUNCT
brj-24958	499	12	j.	j.	PROPN
brj-24958	499	13	,	,	PUNCT
brj-24958	499	14	and	and	CCONJ
brj-24958	499	15	chui	chui	PROPN
brj-24958	499	16	,	,	PUNCT
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brj-24958	499	20	2022	2022	NUM
brj-24958	499	21	)	)	PUNCT
brj-24958	499	22	.	.	PUNCT
brj-24958	500	1	“	"	PUNCT
brj-24958	500	2	development	development	NOUN
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brj-24958	500	4	high	high	ADJ
brj-24958	500	5	-	-	PUNCT
brj-24958	500	6	performance	performance	NOUN
brj-24958	500	7	timberconcrete	timberconcrete	NOUN
brj-24958	500	8	composite	composite	ADJ
brj-24958	500	9	floors	floor	NOUN
brj-24958	500	10	with	with	ADP
brj-24958	500	11	reinforced	reinforce	VERB
brj-24958	500	12	notched	notch	VERB
brj-24958	500	13	connections	connection	NOUN
brj-24958	500	14	,	,	PUNCT
brj-24958	500	15	”	"	PUNCT
brj-24958	500	16	structures	structure	NOUN
brj-24958	500	17	39	39	NUM
brj-24958	500	18	,	,	PUNCT
brj-24958	500	19	945957	945957	NUM
brj-24958	500	20	.	.	PUNCT
brj-24958	501	1	doi	doi	NOUN
brj-24958	501	2	:	:	PUNCT
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brj-24958	501	5	j.istruc.2022.03.074	j.istruc.2022.03.074	PROPN
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brj-24958	501	8	:	:	PUNCT
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brj-24958	501	10	11	11	NUM
brj-24958	501	11	,	,	PUNCT
brj-24958	501	12	2025	2025	NUM
brj-24958	501	13	;	;	PUNCT
brj-24958	501	14	peer	peer	NOUN
brj-24958	501	15	review	review	NOUN
brj-24958	501	16	completed	complete	VERB
brj-24958	501	17	:	:	PUNCT
brj-24958	501	18	june	june	PROPN
brj-24958	501	19	30	30	NUM
brj-24958	501	20	,	,	PUNCT
brj-24958	501	21	2025	2025	NUM
brj-24958	501	22	;	;	PUNCT
brj-24958	501	23	revised	revise	VERB
brj-24958	501	24	version	version	NOUN
brj-24958	501	25	received	receive	VERB
brj-24958	501	26	and	and	CCONJ
brj-24958	501	27	accepted	accept	VERB
brj-24958	501	28	:	:	PUNCT
brj-24958	501	29	october	october	PROPN
brj-24958	501	30	7	7	NUM
brj-24958	501	31	,	,	PUNCT
brj-24958	501	32	2025	2025	NUM
brj-24958	501	33	;	;	PUNCT
brj-24958	501	34	published	publish	VERB
brj-24958	501	35	:	:	PUNCT
brj-24958	501	36	october	october	PROPN
brj-24958	501	37	20	20	NUM
brj-24958	501	38	,	,	PUNCT
brj-24958	501	39	2025	2025	NUM
brj-24958	501	40	.	.	PUNCT
brj-24958	502	1	doi	doi	NOUN
brj-24958	502	2	:	:	PUNCT
brj-24958	502	3	10.15376	10.15376	NUM
brj-24958	502	4	/	/	SYM
brj-24958	502	5	biores.20.4.10460	biores.20.4.10460	NOUN
brj-24958	502	6	-	-	PUNCT
brj-24958	502	7	10486	10486	NUM
brj-24958	502	8	peer	peer	NOUN
brj-24958	502	9	-	-	PUNCT
brj-24958	502	10	reviewed	review	VERB
brj-24958	502	11	article	article	NOUN
brj-24958	502	12	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-24958	502	13	yang	yang	PROPN
brj-24958	502	14	et	et	PROPN
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brj-24958	502	16	.	.	PROPN
brj-24958	502	17	(	(	PUNCT
brj-24958	502	18	2025	2025	NUM
brj-24958	502	19	)	)	PUNCT
brj-24958	502	20	.	.	PUNCT
brj-24958	503	1	“	"	PUNCT
brj-24958	503	2	glulam	glulam	NOUN
brj-24958	503	3	-	-	PUNCT
brj-24958	503	4	concrete	concrete	ADJ
brj-24958	503	5	connectors	connector	NOUN
brj-24958	503	6	,	,	PUNCT
brj-24958	503	7	”	"	PUNCT
brj-24958	503	8	bioresources	bioresource	NOUN
brj-24958	503	9	20(4	20(4	NOUN
brj-24958	503	10	)	)	PUNCT
brj-24958	503	11	,	,	PUNCT
brj-24958	503	12	10460	10460	NUM
brj-24958	503	13	-	-	SYM
brj-24958	503	14	10486	10486	NUM
brj-24958	503	15	.	.	PUNCT
brj-24958	504	1	10486	10486	NUM
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brj-24958	504	8	kn	kn	PROPN
brj-24958	504	9	)	)	PUNCT
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brj-24958	504	11	(	(	PUNCT
brj-24958	504	12	mm	mm	INTJ
brj-24958	504	13	)	)	PUNCT
brj-24958	504	14	fy	fy	PROPN
brj-24958	504	15	(	(	PUNCT
brj-24958	504	16	kn	kn	PROPN
brj-24958	504	17	)	)	PUNCT
brj-24958	504	18	∆y	∆y	PROPN
brj-24958	504	19	(	(	PUNCT
brj-24958	504	20	mm	mm	NOUN
brj-24958	504	21	)	)	PUNCT
brj-24958	504	22	k0.1	k0.1	PROPN
brj-24958	504	23	(	(	PUNCT
brj-24958	504	24	kn	kn	PROPN
brj-24958	504	25	/	/	SYM
brj-24958	504	26	mm	mm	PROPN
brj-24958	504	27	)	)	PUNCT
brj-24958	504	28	η	η	PROPN
brj-24958	504	29	gl10	gl10	PROPN
brj-24958	504	30	-	-	PUNCT
brj-24958	504	31	150	150	NUM
brj-24958	504	32	-	-	PUNCT
brj-24958	504	33	d(en	d(en	NOUN
brj-24958	504	34	)	)	PUNCT
brj-24958	504	35	(	(	PUNCT
brj-24958	504	36	1	1	X
brj-24958	504	37	)	)	PUNCT
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brj-24958	504	39	15.1	15.1	NUM
brj-24958	504	40	29.8	29.8	NUM
brj-24958	504	41	2.1	2.1	NUM
brj-24958	504	42	21.2	21.2	NUM
brj-24958	504	43	7.1	7.1	NUM
brj-24958	504	44	gl10	gl10	NOUN
brj-24958	504	45	-	-	PUNCT
brj-24958	504	46	150	150	NUM
brj-24958	504	47	-	-	PUNCT
brj-24958	504	48	d(en	d(en	NOUN
brj-24958	504	49	)	)	PUNCT
brj-24958	504	50	(	(	PUNCT
brj-24958	504	51	2	2	X
brj-24958	504	52	)	)	PUNCT
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brj-24958	504	55	33.1	33.1	NUM
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brj-24958	504	57	10.0	10.0	NUM
brj-24958	504	58	7.5	7.5	NUM
brj-24958	504	59	gl10	gl10	PROPN
brj-24958	504	60	-	-	PUNCT
brj-24958	504	61	150	150	NUM
brj-24958	504	62	-	-	PUNCT
brj-24958	504	63	d(en	d(en	NOUN
brj-24958	504	64	)	)	PUNCT
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brj-24958	504	66	3	3	X
brj-24958	504	67	)	)	PUNCT
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brj-24958	504	74	mean	mean	NOUN
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brj-24958	504	80	7.0	7.0	NUM
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brj-24958	504	82	(	(	PUNCT
brj-24958	504	83	%	%	NOUN
brj-24958	504	84	)	)	PUNCT
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brj-24958	504	89	58.5	58.5	NUM
brj-24958	504	90	7.9	7.9	NUM
brj-24958	505	1	gl12	gl12	PROPN
brj-24958	505	2	-	-	PUNCT
brj-24958	505	3	170	170	NUM
brj-24958	505	4	-	-	PUNCT
brj-24958	505	5	d(en	d(en	NOUN
brj-24958	505	6	)	)	PUNCT
brj-24958	505	7	(	(	PUNCT
brj-24958	505	8	1	1	X
brj-24958	505	9	)	)	PUNCT
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brj-24958	505	13	3.1	3.1	NUM
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brj-24958	505	15	8.6	8.6	NUM
brj-24958	505	16	gl12	gl12	PROPN
brj-24958	505	17	-	-	PUNCT
brj-24958	505	18	170	170	NUM
brj-24958	505	19	-	-	PUNCT
brj-24958	505	20	d(en	d(en	NOUN
brj-24958	505	21	)	)	PUNCT
brj-24958	505	22	(	(	PUNCT
brj-24958	505	23	2	2	X
brj-24958	505	24	)	)	PUNCT
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brj-24958	505	31	gl12	gl12	PROPN
brj-24958	505	32	-	-	PUNCT
brj-24958	505	33	170	170	NUM
brj-24958	505	34	-	-	PUNCT
brj-24958	505	35	d(en	d(en	NOUN
brj-24958	505	36	)	)	PUNCT
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brj-24958	505	38	3	3	X
brj-24958	505	39	)	)	PUNCT
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brj-24958	505	45	10.0	10.0	NUM
brj-24958	505	46	mean	mean	NOUN
brj-24958	505	47	82.4	82.4	NUM
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brj-24958	505	54	(	(	PUNCT
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brj-24958	505	56	)	)	PUNCT
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brj-24958	505	63	gl16	gl16	PROPN
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brj-24958	505	66	-	-	PUNCT
brj-24958	505	67	d(en	d(en	NOUN
brj-24958	505	68	)	)	PUNCT
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brj-24958	505	70	1	1	X
brj-24958	505	71	)	)	PUNCT
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brj-24958	505	78	gl16	gl16	PROPN
brj-24958	505	79	-	-	PUNCT
brj-24958	505	80	210	210	NUM
brj-24958	505	81	-	-	PUNCT
brj-24958	505	82	d(en	d(en	NOUN
brj-24958	505	83	)	)	PUNCT
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brj-24958	505	85	2	2	NUM
brj-24958	505	86	)	)	PUNCT
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brj-24958	505	98	)	)	PUNCT
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brj-24958	505	101	)	)	PUNCT
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brj-24958	505	118	)	)	PUNCT
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brj-24958	505	129	d(en	d(en	NOUN
brj-24958	505	130	)	)	PUNCT
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brj-24958	505	133	)	)	PUNCT
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brj-24958	506	1	rg12	rg12	PROPN
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brj-24958	506	5	d(en	d(en	NOUN
brj-24958	506	6	)	)	PUNCT
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brj-24958	506	9	)	)	PUNCT
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brj-24958	506	20	d(en	d(en	NOUN
brj-24958	506	21	)	)	PUNCT
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brj-24958	506	24	)	)	PUNCT
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brj-24958	506	41	)	)	PUNCT
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brj-24958	507	5	d(en	d(en	NOUN
brj-24958	507	6	)	)	PUNCT
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brj-24958	507	9	)	)	PUNCT
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brj-24958	507	20	d(en	d(en	NOUN
brj-24958	507	21	)	)	PUNCT
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brj-24958	507	23	2	2	X
brj-24958	507	24	)	)	PUNCT
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brj-24958	507	35	d(en	d(en	NOUN
brj-24958	507	36	)	)	PUNCT
brj-24958	507	37	(	(	PUNCT
brj-24958	507	38	3	3	X
brj-24958	507	39	)	)	PUNCT
brj-24958	507	40	208.4	208.4	NUM
brj-24958	507	41	2.5	2.5	NUM
brj-24958	507	42	167.7	167.7	NUM
brj-24958	507	43	1.9	1.9	NUM
brj-24958	507	44	152.5	152.5	NUM
brj-24958	507	45	2.5	2.5	NUM
brj-24958	507	46	mean	mean	NOUN
brj-24958	507	47	238.7	238.7	NUM
brj-24958	507	48	2.1	2.1	NUM
brj-24958	507	49	198.8	198.8	NUM
brj-24958	507	50	1.4	1.4	NUM
brj-24958	507	51	179.7	179.7	NUM
brj-24958	507	52	1.6	1.6	NUM
brj-24958	507	53	cov	cov	NOUN
brj-24958	507	54	(	(	PUNCT
brj-24958	507	55	%	%	NOUN
brj-24958	507	56	)	)	PUNCT
brj-24958	507	57	9.2	9.2	NUM
brj-24958	507	58	15.1	15.1	NUM
brj-24958	507	59	11.8	11.8	NUM
brj-24958	507	60	26.8	26.8	NUM
brj-24958	507	61	11.2	11.2	NUM
brj-24958	507	62	15.5	15.5	NUM
brj-24958	507	63	rg12	rg12	PROPN
brj-24958	507	64	-	-	PUNCT
brj-24958	507	65	150	150	NUM
brj-24958	507	66	-	-	PUNCT
brj-24958	507	67	d(en	d(en	NOUN
brj-24958	507	68	)	)	PUNCT
brj-24958	507	69	(	(	PUNCT
brj-24958	507	70	1	1	X
brj-24958	507	71	)	)	PUNCT
brj-24958	507	72	278.1	278.1	NUM
brj-24958	507	73	2.1	2.1	NUM
brj-24958	507	74	222.8	222.8	NUM
brj-24958	507	75	1.4	1.4	NUM
brj-24958	507	76	185.4	185.4	NUM
brj-24958	507	77	1.5	1.5	NUM
brj-24958	507	78	rg12	rg12	PROPN
brj-24958	507	79	-	-	PUNCT
brj-24958	507	80	150	150	NUM
brj-24958	507	81	-	-	PUNCT
brj-24958	507	82	d(en	d(en	NOUN
brj-24958	507	83	)	)	PUNCT
brj-24958	507	84	(	(	PUNCT
brj-24958	507	85	2	2	X
brj-24958	507	86	)	)	PUNCT
brj-24958	507	87	235.2	235.2	NUM
brj-24958	507	88	2.0	2.0	NUM
brj-24958	507	89	217.7	217.7	NUM
brj-24958	507	90	1.5	1.5	NUM
brj-24958	507	91	147.0	147.0	NUM
brj-24958	507	92	1.3	1.3	NUM
brj-24958	507	93	rg12	rg12	PROPN
brj-24958	507	94	-	-	PUNCT
brj-24958	507	95	150	150	NUM
brj-24958	507	96	-	-	PUNCT
brj-24958	507	97	d(en	d(en	NOUN
brj-24958	507	98	)	)	PUNCT
brj-24958	507	99	(	(	PUNCT
brj-24958	507	100	3	3	X
brj-24958	507	101	)	)	PUNCT
brj-24958	507	102	244.6	244.6	NUM
brj-24958	507	103	2.5	2.5	NUM
brj-24958	507	104	219.6	219.6	NUM
brj-24958	507	105	1.3	1.3	NUM
brj-24958	507	106	215.8	215.8	NUM
brj-24958	507	107	1.9	1.9	NUM
brj-24958	507	108	mean	mean	NOUN
brj-24958	507	109	252.6	252.6	NUM
brj-24958	507	110	2.2	2.2	NUM
brj-24958	507	111	220.0	220.0	NUM
brj-24958	507	112	1.4	1.4	NUM
brj-24958	507	113	182.7	182.7	NUM
brj-24958	507	114	1.6	1.6	NUM
brj-24958	507	115	cov	cov	NOUN
brj-24958	507	116	(	(	PUNCT
brj-24958	507	117	%	%	INTJ
brj-24958	507	118	)	)	PUNCT
brj-24958	507	119	7.2	7.2	NUM
brj-24958	507	120	9.4	9.4	NUM
brj-24958	507	121	0.9	0.9	NUM
brj-24958	507	122	6.4	6.4	NUM
brj-24958	507	123	15.4	15.4	NUM
brj-24958	507	124	14.3	14.3	NUM
brj-24958	507	125	notes	note	NOUN
brj-24958	507	126	:	:	PUNCT
brj-24958	507	127	fmax	fmax	PROPN
brj-24958	507	128	=	=	PUNCT
brj-24958	507	129	the	the	DET
brj-24958	507	130	ultimate	ultimate	ADJ
brj-24958	507	131	load	load	NOUN
brj-24958	507	132	;	;	PUNCT
brj-24958	507	133	∆u	∆u	PROPN
brj-24958	507	134	=	=	SYM
brj-24958	507	135	displacement	displacement	NOUN
brj-24958	507	136	corresponding	corresponding	NOUN
brj-24958	507	137	to	to	ADP
brj-24958	507	138	ultimate	ultimate	ADJ
brj-24958	507	139	load	load	NOUN
brj-24958	507	140	;	;	PUNCT
brj-24958	508	1	fy	fy	PROPN
brj-24958	508	2	=	=	PUNCT
brj-24958	509	1	the	the	DET
brj-24958	509	2	yield	yield	NOUN
brj-24958	509	3	load	load	NOUN
brj-24958	509	4	was	be	AUX
brj-24958	509	5	calculated	calculate	VERB
brj-24958	509	6	by	by	ADP
brj-24958	509	7	the	the	DET
brj-24958	509	8	method	method	NOUN
brj-24958	509	9	in	in	ADP
brj-24958	509	10	fig	fig	NOUN
brj-24958	509	11	11	11	NUM
brj-24958	509	12	;	;	PUNCT
brj-24958	509	13	∆y	∆y	PROPN
brj-24958	509	14	=	=	SYM
brj-24958	509	15	displacement	displacement	NOUN
brj-24958	509	16	corresponding	correspond	VERB
brj-24958	509	17	to	to	PART
brj-24958	509	18	yield	yield	VERB
brj-24958	509	19	load	load	NOUN
brj-24958	509	20	;	;	PUNCT
brj-24958	509	21	k0.1	k0.1	PROPN
brj-24958	509	22	=	=	PUNCT
brj-24958	509	23	stiffness	stiffness	NOUN
brj-24958	509	24	;	;	PUNCT
brj-24958	509	25	η	η	PROPN
brj-24958	509	26	=	=	NOUN
brj-24958	509	27	ductility	ductility	NOUN
brj-24958	509	28	.	.	PUNCT