id	sid	tid	token	lemma	pos
brj-23200	1	1	peer	peer	NOUN
brj-23200	1	2	-	-	PUNCT
brj-23200	1	3	review	review	NOUN
brj-23200	1	4	article	article	NOUN
brj-23200	1	5	peer	peer	NOUN
brj-23200	1	6	-	-	PUNCT
brj-23200	1	7	reviewed	review	VERB
brj-23200	1	8	article	article	NOUN
brj-23200	1	9	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-23200	1	10	du	du	PROPN
brj-23200	1	11	et	et	PROPN
brj-23200	1	12	al	al	PROPN
brj-23200	1	13	.	.	PROPN
brj-23200	2	1	(	(	PUNCT
brj-23200	2	2	2024	2024	NUM
brj-23200	2	3	)	)	PUNCT
brj-23200	2	4	.	.	PUNCT
brj-23200	3	1	“	"	PUNCT
brj-23200	3	2	bending	bend	VERB
brj-23200	3	3	of	of	ADP
brj-23200	3	4	composite	composite	ADJ
brj-23200	3	5	slab	slab	NOUN
brj-23200	3	6	,	,	PUNCT
brj-23200	3	7	”	"	PUNCT
brj-23200	3	8	bioresources	bioresource	NOUN
brj-23200	3	9	19(1	19(1	NUM
brj-23200	3	10	)	)	PUNCT
brj-23200	3	11	,	,	PUNCT
brj-23200	3	12	1558	1558	NUM
brj-23200	3	13	-	-	SYM
brj-23200	3	14	1570	1570	NUM
brj-23200	3	15	.	.	PUNCT
brj-23200	3	16	1558	1558	NUM
brj-23200	3	17	experimental	experimental	ADJ
brj-23200	3	18	research	research	NOUN
brj-23200	3	19	on	on	ADP
brj-23200	3	20	bending	bend	VERB
brj-23200	3	21	performance	performance	NOUN
brj-23200	3	22	of	of	ADP
brj-23200	3	23	wood	wood	NOUN
brj-23200	3	24	-	-	PUNCT
brj-23200	3	25	concrete	concrete	NOUN
brj-23200	3	26	composite	composite	ADJ
brj-23200	3	27	slab	slab	NOUN
brj-23200	3	28	with	with	ADP
brj-23200	3	29	screw	screw	ADJ
brj-23200	3	30	connections	connection	NOUN
brj-23200	3	31	hao	hao	PROPN
brj-23200	3	32	du	du	PROPN
brj-23200	3	33	,	,	PUNCT
brj-23200	3	34	a	a	DET
brj-23200	3	35	jiangtao	jiangtao	PROPN
brj-23200	3	36	mei	mei	PROPN
brj-23200	3	37	,	,	PUNCT
brj-23200	3	38	b	b	PROPN
brj-23200	3	39	weijie	weijie	PROPN
brj-23200	3	40	fu	fu	PROPN
brj-23200	3	41	,	,	PUNCT
brj-23200	3	42	c	c	PROPN
brj-23200	3	43	and	and	CCONJ
brj-23200	3	44	xiamin	xiamin	PROPN
brj-23200	3	45	hu	hu	PROPN
brj-23200	4	1	c	c	X
brj-23200	4	2	,	,	PUNCT
brj-23200	4	3	*	*	PUNCT
brj-23200	4	4	the	the	DET
brj-23200	4	5	existing	exist	VERB
brj-23200	4	6	research	research	NOUN
brj-23200	4	7	primarily	primarily	ADV
brj-23200	4	8	focuses	focus	VERB
brj-23200	4	9	on	on	ADP
brj-23200	4	10	wood	wood	NOUN
brj-23200	4	11	-	-	PUNCT
brj-23200	4	12	concrete	concrete	ADJ
brj-23200	4	13	composite	composite	ADJ
brj-23200	4	14	beams	beam	NOUN
brj-23200	4	15	,	,	PUNCT
brj-23200	4	16	with	with	ADP
brj-23200	4	17	limited	limited	ADJ
brj-23200	4	18	studies	study	NOUN
brj-23200	4	19	on	on	ADP
brj-23200	4	20	the	the	DET
brj-23200	4	21	bending	bend	VERB
brj-23200	4	22	performance	performance	NOUN
brj-23200	4	23	and	and	CCONJ
brj-23200	4	24	effective	effective	ADJ
brj-23200	4	25	width	width	NOUN
brj-23200	4	26	of	of	ADP
brj-23200	4	27	wood	wood	NOUN
brj-23200	4	28	-	-	PUNCT
brj-23200	4	29	concrete	concrete	ADJ
brj-23200	4	30	composite	composite	ADJ
brj-23200	4	31	slabs	slab	NOUN
brj-23200	4	32	.	.	PUNCT
brj-23200	5	1	a	a	DET
brj-23200	5	2	full	full	ADJ
brj-23200	5	3	-	-	PUNCT
brj-23200	5	4	scale	scale	NOUN
brj-23200	5	5	composite	composite	ADJ
brj-23200	5	6	slab	slab	NOUN
brj-23200	5	7	with	with	ADP
brj-23200	5	8	screw	screw	ADJ
brj-23200	5	9	connections	connection	NOUN
brj-23200	5	10	was	be	AUX
brj-23200	5	11	constructed	construct	VERB
brj-23200	5	12	and	and	CCONJ
brj-23200	5	13	subjected	subject	VERB
brj-23200	5	14	to	to	ADP
brj-23200	5	15	static	static	ADJ
brj-23200	5	16	load	load	NOUN
brj-23200	5	17	testing	testing	NOUN
brj-23200	5	18	.	.	PUNCT
brj-23200	6	1	the	the	DET
brj-23200	6	2	study	study	NOUN
brj-23200	6	3	extensively	extensively	ADV
brj-23200	6	4	investigated	investigate	VERB
brj-23200	6	5	the	the	DET
brj-23200	6	6	ultimate	ultimate	ADJ
brj-23200	6	7	bearing	bearing	NOUN
brj-23200	6	8	capacity	capacity	NOUN
brj-23200	6	9	,	,	PUNCT
brj-23200	6	10	loaddeflection	loaddeflection	NOUN
brj-23200	6	11	curves	curve	NOUN
brj-23200	6	12	,	,	PUNCT
brj-23200	6	13	interface	interface	NOUN
brj-23200	6	14	slips	slip	NOUN
brj-23200	6	15	,	,	PUNCT
brj-23200	6	16	strain	strain	VERB
brj-23200	6	17	distributions	distribution	NOUN
brj-23200	6	18	of	of	ADP
brj-23200	6	19	cross	cross	NOUN
brj-23200	6	20	-	-	NOUN
brj-23200	6	21	section	section	NOUN
brj-23200	6	22	and	and	CCONJ
brj-23200	6	23	effective	effective	ADJ
brj-23200	6	24	width	width	NOUN
brj-23200	6	25	of	of	ADP
brj-23200	6	26	the	the	DET
brj-23200	6	27	wood	wood	NOUN
brj-23200	6	28	-	-	PUNCT
brj-23200	6	29	concrete	concrete	ADJ
brj-23200	6	30	composite	composite	ADJ
brj-23200	6	31	slab	slab	NOUN
brj-23200	6	32	.	.	PUNCT
brj-23200	7	1	it	it	PRON
brj-23200	7	2	was	be	AUX
brj-23200	7	3	found	find	VERB
brj-23200	7	4	that	that	SCONJ
brj-23200	7	5	the	the	DET
brj-23200	7	6	failure	failure	NOUN
brj-23200	7	7	mechanism	mechanism	NOUN
brj-23200	7	8	of	of	ADP
brj-23200	7	9	the	the	DET
brj-23200	7	10	composite	composite	ADJ
brj-23200	7	11	slab	slab	NOUN
brj-23200	7	12	involved	involve	VERB
brj-23200	7	13	both	both	PRON
brj-23200	7	14	bending	bend	VERB
brj-23200	7	15	and	and	CCONJ
brj-23200	7	16	tensile	tensile	ADJ
brj-23200	7	17	failure	failure	NOUN
brj-23200	7	18	of	of	ADP
brj-23200	7	19	the	the	DET
brj-23200	7	20	wood	wood	NOUN
brj-23200	7	21	beams	beam	NOUN
brj-23200	7	22	.	.	PUNCT
brj-23200	8	1	as	as	SCONJ
brj-23200	8	2	the	the	DET
brj-23200	8	3	applied	apply	VERB
brj-23200	8	4	load	load	NOUN
brj-23200	8	5	intensified	intensify	VERB
brj-23200	8	6	,	,	PUNCT
brj-23200	8	7	a	a	DET
brj-23200	8	8	marked	mark	VERB
brj-23200	8	9	augmentation	augmentation	NOUN
brj-23200	8	10	in	in	ADP
brj-23200	8	11	the	the	DET
brj-23200	8	12	longitudinal	longitudinal	ADJ
brj-23200	8	13	strain	strain	NOUN
brj-23200	8	14	of	of	ADP
brj-23200	8	15	the	the	DET
brj-23200	8	16	concrete	concrete	ADJ
brj-23200	8	17	slab	slab	NOUN
brj-23200	8	18	was	be	AUX
brj-23200	8	19	observed	observe	VERB
brj-23200	8	20	;	;	PUNCT
brj-23200	8	21	along	along	ADP
brj-23200	8	22	the	the	DET
brj-23200	8	23	width	width	ADJ
brj-23200	8	24	direction	direction	NOUN
brj-23200	8	25	,	,	PUNCT
brj-23200	8	26	the	the	DET
brj-23200	8	27	longitudinal	longitudinal	ADJ
brj-23200	8	28	strain	strain	NOUN
brj-23200	8	29	of	of	ADP
brj-23200	8	30	concrete	concrete	ADJ
brj-23200	8	31	slab	slab	NOUN
brj-23200	8	32	manifested	manifest	VERB
brj-23200	8	33	a	a	DET
brj-23200	8	34	curved	curved	ADJ
brj-23200	8	35	distribution	distribution	NOUN
brj-23200	8	36	.	.	PUNCT
brj-23200	9	1	the	the	DET
brj-23200	9	2	precise	precise	ADJ
brj-23200	9	3	determination	determination	NOUN
brj-23200	9	4	of	of	ADP
brj-23200	9	5	the	the	DET
brj-23200	9	6	effective	effective	ADJ
brj-23200	9	7	width	width	NOUN
brj-23200	9	8	of	of	ADP
brj-23200	9	9	the	the	DET
brj-23200	9	10	concrete	concrete	ADJ
brj-23200	9	11	slab	slab	NOUN
brj-23200	9	12	within	within	ADP
brj-23200	9	13	the	the	DET
brj-23200	9	14	composite	composite	ADJ
brj-23200	9	15	floor	floor	NOUN
brj-23200	9	16	could	could	AUX
brj-23200	9	17	be	be	AUX
brj-23200	9	18	accurately	accurately	ADV
brj-23200	9	19	achieved	achieve	VERB
brj-23200	9	20	via	via	ADP
brj-23200	9	21	the	the	DET
brj-23200	9	22	utilization	utilization	NOUN
brj-23200	9	23	of	of	ADP
brj-23200	9	24	a	a	DET
brj-23200	9	25	simplified	simplified	ADJ
brj-23200	9	26	computational	computational	ADJ
brj-23200	9	27	approach	approach	NOUN
brj-23200	9	28	.	.	PUNCT
brj-23200	10	1	in	in	ADP
brj-23200	10	2	order	order	NOUN
brj-23200	10	3	to	to	PART
brj-23200	10	4	simplify	simplify	VERB
brj-23200	10	5	the	the	DET
brj-23200	10	6	analysis	analysis	NOUN
brj-23200	10	7	,	,	PUNCT
brj-23200	10	8	the	the	DET
brj-23200	10	9	m	m	ADV
brj-23200	10	10	-	-	PUNCT
brj-23200	10	11	shaped	shape	VERB
brj-23200	10	12	section	section	NOUN
brj-23200	10	13	of	of	ADP
brj-23200	10	14	composite	composite	ADJ
brj-23200	10	15	slab	slab	NOUN
brj-23200	10	16	was	be	AUX
brj-23200	10	17	approximated	approximate	VERB
brj-23200	10	18	as	as	ADP
brj-23200	10	19	t	t	NOUN
brj-23200	10	20	-	-	PUNCT
brj-23200	10	21	section	section	NOUN
brj-23200	10	22	composite	composite	ADJ
brj-23200	10	23	beams	beam	NOUN
brj-23200	10	24	when	when	SCONJ
brj-23200	10	25	evaluating	evaluate	VERB
brj-23200	10	26	the	the	DET
brj-23200	10	27	bending	bend	VERB
brj-23200	10	28	behavior	behavior	NOUN
brj-23200	10	29	.	.	PUNCT
brj-23200	11	1	the	the	DET
brj-23200	11	2	linear	linear	ADJ
brj-23200	11	3	-	-	PUNCT
brj-23200	11	4	elastic	elastic	ADJ
brj-23200	11	5	model	model	NOUN
brj-23200	11	6	was	be	AUX
brj-23200	11	7	shown	show	VERB
brj-23200	11	8	to	to	PART
brj-23200	11	9	be	be	AUX
brj-23200	11	10	accurate	accurate	ADJ
brj-23200	11	11	in	in	ADP
brj-23200	11	12	predicting	predict	VERB
brj-23200	11	13	the	the	DET
brj-23200	11	14	bending	bend	VERB
brj-23200	11	15	stiffness	stiffness	NOUN
brj-23200	11	16	and	and	CCONJ
brj-23200	11	17	load	load	NOUN
brj-23200	11	18	-	-	PUNCT
brj-23200	11	19	carrying	carry	VERB
brj-23200	11	20	capacity	capacity	NOUN
brj-23200	11	21	of	of	ADP
brj-23200	11	22	composite	composite	ADJ
brj-23200	11	23	slabs	slab	NOUN
brj-23200	11	24	.	.	PUNCT
brj-23200	12	1	doi	doi	NOUN
brj-23200	12	2	:	:	PUNCT
brj-23200	12	3	10.15376	10.15376	NUM
brj-23200	12	4	/	/	SYM
brj-23200	12	5	biores.19.1.1558	biores.19.1.1558	VERB
brj-23200	12	6	-	-	PUNCT
brj-23200	12	7	1570	1570	NUM
brj-23200	12	8	keywords	keyword	NOUN
brj-23200	12	9	:	:	PUNCT
brj-23200	12	10	wood	wood	NOUN
brj-23200	12	11	-	-	PUNCT
brj-23200	12	12	concrete	concrete	ADJ
brj-23200	12	13	composite	composite	ADJ
brj-23200	12	14	slab	slab	NOUN
brj-23200	12	15	;	;	PUNCT
brj-23200	12	16	bending	bend	VERB
brj-23200	12	17	performance	performance	NOUN
brj-23200	12	18	;	;	PUNCT
brj-23200	12	19	bending	bend	VERB
brj-23200	12	20	test	test	NOUN
brj-23200	12	21	;	;	PUNCT
brj-23200	12	22	effective	effective	ADJ
brj-23200	12	23	width	width	ADJ
brj-23200	12	24	contact	contact	NOUN
brj-23200	12	25	information	information	NOUN
brj-23200	12	26	:	:	PUNCT
brj-23200	12	27	a	a	X
brj-23200	12	28	:	:	PUNCT
brj-23200	12	29	college	college	NOUN
brj-23200	12	30	of	of	ADP
brj-23200	12	31	civil	civil	ADJ
brj-23200	12	32	engineering	engineering	NOUN
brj-23200	12	33	,	,	PUNCT
brj-23200	12	34	nanjing	nanjing	PROPN
brj-23200	12	35	forestry	forestry	PROPN
brj-23200	12	36	university	university	PROPN
brj-23200	12	37	,	,	PUNCT
brj-23200	12	38	nanjing	nanjing	PROPN
brj-23200	12	39	210037	210037	NUM
brj-23200	12	40	,	,	PUNCT
brj-23200	12	41	china	china	PROPN
brj-23200	12	42	;	;	PUNCT
brj-23200	12	43	b	b	X
brj-23200	12	44	:	:	PUNCT
brj-23200	12	45	construction	construction	PROPN
brj-23200	12	46	eighth	eighth	PROPN
brj-23200	12	47	bureau	bureau	PROPN
brj-23200	12	48	third	third	PROPN
brj-23200	12	49	construction	construction	PROPN
brj-23200	12	50	co.	co.	PROPN
brj-23200	12	51	ltd	ltd	PROPN
brj-23200	12	52	,	,	PUNCT
brj-23200	12	53	nanjing	nanjing	PROPN
brj-23200	12	54	210012	210012	NUM
brj-23200	12	55	,	,	PUNCT
brj-23200	12	56	china	china	PROPN
brj-23200	12	57	;	;	PUNCT
brj-23200	12	58	c	c	X
brj-23200	12	59	:	:	PUNCT
brj-23200	12	60	college	college	NOUN
brj-23200	12	61	of	of	ADP
brj-23200	12	62	civil	civil	ADJ
brj-23200	12	63	engineering	engineering	NOUN
brj-23200	12	64	,	,	PUNCT
brj-23200	12	65	sanjiang	sanjiang	PROPN
brj-23200	12	66	university	university	PROPN
brj-23200	12	67	,	,	PUNCT
brj-23200	12	68	nanjing	nanjing	PROPN
brj-23200	12	69	210012	210012	NUM
brj-23200	12	70	,	,	PUNCT
brj-23200	12	71	china	china	PROPN
brj-23200	12	72	;	;	PUNCT
brj-23200	12	73	*	*	PUNCT
brj-23200	12	74	corresponding	correspond	VERB
brj-23200	12	75	author	author	NOUN
brj-23200	12	76	:	:	PUNCT
brj-23200	12	77	huxm_njtech@163.com	huxm_njtech@163.com	X
brj-23200	13	1	introduction	introduction	NOUN
brj-23200	13	2	wood	wood	NOUN
brj-23200	13	3	structures	structure	NOUN
brj-23200	13	4	offer	offer	VERB
brj-23200	13	5	several	several	ADJ
brj-23200	13	6	advantages	advantage	NOUN
brj-23200	13	7	,	,	PUNCT
brj-23200	13	8	such	such	ADJ
brj-23200	13	9	as	as	ADP
brj-23200	13	10	lightweight	lightweight	ADJ
brj-23200	13	11	construction	construction	NOUN
brj-23200	13	12	,	,	PUNCT
brj-23200	13	13	energy	energy	NOUN
brj-23200	13	14	efficiency	efficiency	NOUN
brj-23200	13	15	,	,	PUNCT
brj-23200	13	16	environmental	environmental	ADJ
brj-23200	13	17	sustainability	sustainability	NOUN
brj-23200	13	18	,	,	PUNCT
brj-23200	13	19	and	and	CCONJ
brj-23200	13	20	aesthetic	aesthetic	ADJ
brj-23200	13	21	appeal	appeal	NOUN
brj-23200	13	22	.	.	PUNCT
brj-23200	14	1	with	with	ADP
brj-23200	14	2	the	the	DET
brj-23200	14	3	advent	advent	NOUN
brj-23200	14	4	of	of	ADP
brj-23200	14	5	modern	modern	ADJ
brj-23200	14	6	technological	technological	ADJ
brj-23200	14	7	advancements	advancement	NOUN
brj-23200	14	8	,	,	PUNCT
brj-23200	14	9	wooden	wooden	ADJ
brj-23200	14	10	structures	structure	NOUN
brj-23200	14	11	have	have	AUX
brj-23200	14	12	garnered	garner	VERB
brj-23200	14	13	extensive	extensive	ADJ
brj-23200	14	14	utilization	utilization	NOUN
brj-23200	14	15	in	in	ADP
brj-23200	14	16	public	public	ADJ
brj-23200	14	17	constructions	construction	NOUN
brj-23200	14	18	,	,	PUNCT
brj-23200	14	19	residential	residential	ADJ
brj-23200	14	20	buildings	building	NOUN
brj-23200	14	21	,	,	PUNCT
brj-23200	14	22	and	and	CCONJ
brj-23200	14	23	even	even	ADV
brj-23200	14	24	towering	tower	VERB
brj-23200	14	25	high	high	ADJ
brj-23200	14	26	-	-	PUNCT
brj-23200	14	27	rises	rise	NOUN
brj-23200	14	28	(	(	PUNCT
brj-23200	14	29	pastori	pastori	NOUN
brj-23200	14	30	et	et	PROPN
brj-23200	14	31	al	al	PROPN
brj-23200	14	32	.	.	PROPN
brj-23200	14	33	2022	2022	NUM
brj-23200	14	34	)	)	PUNCT
brj-23200	14	35	.	.	PUNCT
brj-23200	15	1	within	within	ADP
brj-23200	15	2	such	such	ADJ
brj-23200	15	3	constructions	construction	NOUN
brj-23200	15	4	,	,	PUNCT
brj-23200	15	5	the	the	DET
brj-23200	15	6	floor	floor	NOUN
brj-23200	15	7	is	be	AUX
brj-23200	15	8	crucial	crucial	ADJ
brj-23200	15	9	in	in	ADP
brj-23200	15	10	providing	provide	VERB
brj-23200	15	11	support	support	NOUN
brj-23200	15	12	for	for	ADP
brj-23200	15	13	vertical	vertical	ADJ
brj-23200	15	14	loads	load	NOUN
brj-23200	15	15	and	and	CCONJ
brj-23200	15	16	furnishing	furnish	VERB
brj-23200	15	17	resistance	resistance	NOUN
brj-23200	15	18	against	against	ADP
brj-23200	15	19	lateral	lateral	ADJ
brj-23200	15	20	forces	force	NOUN
brj-23200	15	21	.	.	PUNCT
brj-23200	16	1	the	the	DET
brj-23200	16	2	wood	wood	NOUN
brj-23200	16	3	-	-	PUNCT
brj-23200	16	4	concrete	concrete	NOUN
brj-23200	16	5	composite	composite	ADJ
brj-23200	16	6	slab	slab	NOUN
brj-23200	16	7	emerges	emerge	VERB
brj-23200	16	8	as	as	ADP
brj-23200	16	9	an	an	DET
brj-23200	16	10	innovative	innovative	ADJ
brj-23200	16	11	variant	variant	NOUN
brj-23200	16	12	of	of	ADP
brj-23200	16	13	the	the	DET
brj-23200	16	14	wood	wood	NOUN
brj-23200	16	15	slab	slab	NOUN
brj-23200	16	16	.	.	PUNCT
brj-23200	17	1	it	it	PRON
brj-23200	17	2	amalgamates	amalgamate	VERB
brj-23200	17	3	wood	wood	NOUN
brj-23200	17	4	members	member	NOUN
brj-23200	17	5	and	and	CCONJ
brj-23200	17	6	concrete	concrete	ADJ
brj-23200	17	7	slabs	slab	NOUN
brj-23200	17	8	into	into	ADP
brj-23200	17	9	a	a	DET
brj-23200	17	10	cohesive	cohesive	ADJ
brj-23200	17	11	structure	structure	NOUN
brj-23200	17	12	through	through	ADP
brj-23200	17	13	shear	shear	NOUN
brj-23200	17	14	connections	connection	NOUN
brj-23200	17	15	,	,	PUNCT
brj-23200	17	16	thereby	thereby	ADV
brj-23200	17	17	facilitating	facilitate	VERB
brj-23200	17	18	the	the	DET
brj-23200	17	19	utilization	utilization	NOUN
brj-23200	17	20	of	of	ADP
brj-23200	17	21	the	the	DET
brj-23200	17	22	material	material	NOUN
brj-23200	17	23	properties	property	NOUN
brj-23200	17	24	(	(	PUNCT
brj-23200	17	25	yeoh	yeoh	PROPN
brj-23200	17	26	et	et	PROPN
brj-23200	17	27	al	al	PROPN
brj-23200	17	28	.	.	PROPN
brj-23200	17	29	2011a	2011a	NUM
brj-23200	17	30	;	;	PUNCT
brj-23200	17	31	chen	chen	PROPN
brj-23200	17	32	et	et	PROPN
brj-23200	17	33	al	al	PROPN
brj-23200	17	34	.	.	PROPN
brj-23200	17	35	2023	2023	NUM
brj-23200	17	36	;	;	PUNCT
brj-23200	17	37	du	du	PROPN
brj-23200	17	38	et	et	PROPN
brj-23200	17	39	al	al	PROPN
brj-23200	17	40	.	.	PROPN
brj-23200	17	41	2023	2023	NUM
brj-23200	17	42	)	)	PUNCT
brj-23200	17	43	.	.	PUNCT
brj-23200	18	1	the	the	DET
brj-23200	18	2	woodconcrete	woodconcrete	ADJ
brj-23200	18	3	composite	composite	ADJ
brj-23200	18	4	slabs	slab	NOUN
brj-23200	18	5	retain	retain	VERB
brj-23200	18	6	the	the	DET
brj-23200	18	7	excellent	excellent	ADJ
brj-23200	18	8	characteristics	characteristic	NOUN
brj-23200	18	9	of	of	ADP
brj-23200	18	10	wooden	wooden	ADJ
brj-23200	18	11	floors	floor	NOUN
brj-23200	18	12	while	while	SCONJ
brj-23200	18	13	enhancing	enhance	VERB
brj-23200	18	14	mechanical	mechanical	ADJ
brj-23200	18	15	performance	performance	NOUN
brj-23200	18	16	,	,	PUNCT
brj-23200	18	17	sound	sound	ADJ
brj-23200	18	18	insulation	insulation	NOUN
brj-23200	18	19	properties	property	NOUN
brj-23200	18	20	,	,	PUNCT
brj-23200	18	21	and	and	CCONJ
brj-23200	18	22	fire	fire	NOUN
brj-23200	18	23	resistance	resistance	NOUN
brj-23200	18	24	(	(	PUNCT
brj-23200	18	25	deam	deam	VERB
brj-23200	18	26	et	et	PROPN
brj-23200	18	27	al	al	PROPN
brj-23200	18	28	.	.	PROPN
brj-23200	18	29	2008a	2008a	NUM
brj-23200	18	30	,	,	PUNCT
brj-23200	18	31	b	b	NOUN
brj-23200	18	32	;	;	PUNCT
brj-23200	18	33	zhang	zhang	PROPN
brj-23200	18	34	et	et	PROPN
brj-23200	18	35	al	al	PROPN
brj-23200	18	36	.	.	PROPN
brj-23200	18	37	2020	2020	NUM
brj-23200	18	38	;	;	PUNCT
brj-23200	18	39	li	li	PROPN
brj-23200	18	40	et	et	PROPN
brj-23200	18	41	al	al	PROPN
brj-23200	18	42	.	.	PROPN
brj-23200	18	43	2023	2023	NUM
brj-23200	18	44	)	)	PUNCT
brj-23200	18	45	.	.	PUNCT
brj-23200	19	1	shear	shear	NOUN
brj-23200	19	2	connectors	connector	NOUN
brj-23200	19	3	play	play	VERB
brj-23200	19	4	a	a	DET
brj-23200	19	5	crucial	crucial	ADJ
brj-23200	19	6	role	role	NOUN
brj-23200	19	7	in	in	ADP
brj-23200	19	8	ensuring	ensure	VERB
brj-23200	19	9	effective	effective	ADJ
brj-23200	19	10	collaboration	collaboration	NOUN
brj-23200	19	11	between	between	ADP
brj-23200	19	12	wood	wood	NOUN
brj-23200	19	13	beams	beam	NOUN
brj-23200	19	14	and	and	CCONJ
brj-23200	19	15	concrete	concrete	ADJ
brj-23200	19	16	slabs	slab	NOUN
brj-23200	19	17	(	(	PUNCT
brj-23200	19	18	cao	cao	PROPN
brj-23200	19	19	et	et	PROPN
brj-23200	19	20	al	al	PROPN
brj-23200	19	21	.	.	PROPN
brj-23200	19	22	2023	2023	NUM
brj-23200	19	23	;	;	PUNCT
brj-23200	19	24	li	li	PROPN
brj-23200	19	25	et	et	PROPN
brj-23200	19	26	al	al	PROPN
brj-23200	19	27	.	.	PROPN
brj-23200	19	28	2023	2023	NUM
brj-23200	19	29	;	;	PUNCT
brj-23200	19	30	yuan	yuan	NOUN
brj-23200	19	31	et	et	PROPN
brj-23200	19	32	al	al	PROPN
brj-23200	19	33	.	.	PROPN
brj-23200	19	34	2023	2023	NUM
brj-23200	19	35	)	)	PUNCT
brj-23200	19	36	.	.	PUNCT
brj-23200	20	1	ahmadi	ahmadi	PROPN
brj-23200	20	2	and	and	CCONJ
brj-23200	20	3	saka	saka	PROPN
brj-23200	20	4	(	(	PUNCT
brj-23200	20	5	1993	1993	NUM
brj-23200	20	6	)	)	PUNCT
brj-23200	20	7	conducted	conduct	VERB
brj-23200	20	8	a	a	DET
brj-23200	20	9	study	study	NOUN
brj-23200	20	10	on	on	ADP
brj-23200	20	11	the	the	DET
brj-23200	20	12	shear	shear	NOUN
brj-23200	20	13	behavior	behavior	NOUN
brj-23200	20	14	of	of	ADP
brj-23200	20	15	screw	screw	ADJ
brj-23200	20	16	fasteners	fastener	NOUN
brj-23200	20	17	with	with	ADP
brj-23200	20	18	various	various	ADJ
brj-23200	20	19	peer	peer	NOUN
brj-23200	20	20	-	-	PUNCT
brj-23200	20	21	reviewed	review	VERB
brj-23200	20	22	article	article	NOUN
brj-23200	20	23	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-23200	20	24	du	du	PROPN
brj-23200	20	25	et	et	PROPN
brj-23200	20	26	al	al	PROPN
brj-23200	20	27	.	.	PROPN
brj-23200	21	1	(	(	PUNCT
brj-23200	21	2	2024	2024	NUM
brj-23200	21	3	)	)	PUNCT
brj-23200	21	4	.	.	PUNCT
brj-23200	22	1	“	"	PUNCT
brj-23200	22	2	bending	bend	VERB
brj-23200	22	3	of	of	ADP
brj-23200	22	4	composite	composite	ADJ
brj-23200	22	5	slab	slab	NOUN
brj-23200	22	6	,	,	PUNCT
brj-23200	22	7	”	"	PUNCT
brj-23200	22	8	bioresources	bioresource	NOUN
brj-23200	22	9	19(1	19(1	NUM
brj-23200	22	10	)	)	PUNCT
brj-23200	22	11	,	,	PUNCT
brj-23200	22	12	1558	1558	NUM
brj-23200	22	13	-	-	SYM
brj-23200	22	14	1570	1570	NUM
brj-23200	22	15	.	.	PUNCT
brj-23200	22	16	1559	1559	NUM
brj-23200	22	17	shapes	shape	NOUN
brj-23200	22	18	and	and	CCONJ
brj-23200	22	19	found	find	VERB
brj-23200	22	20	that	that	SCONJ
brj-23200	22	21	increasing	increase	VERB
brj-23200	22	22	the	the	DET
brj-23200	22	23	embedded	embed	VERB
brj-23200	22	24	length	length	NOUN
brj-23200	22	25	of	of	ADP
brj-23200	22	26	screw	screw	ADJ
brj-23200	22	27	fasteners	fastener	NOUN
brj-23200	22	28	in	in	ADP
brj-23200	22	29	wood	wood	NOUN
brj-23200	22	30	beams	beam	NOUN
brj-23200	22	31	significantly	significantly	ADV
brj-23200	22	32	improved	improve	VERB
brj-23200	22	33	their	their	PRON
brj-23200	22	34	shearing	shearing	NOUN
brj-23200	22	35	capacity	capacity	NOUN
brj-23200	22	36	.	.	PUNCT
brj-23200	23	1	gelfi	gelfi	PROPN
brj-23200	23	2	et	et	PROPN
brj-23200	23	3	al	al	PROPN
brj-23200	23	4	.	.	PROPN
brj-23200	24	1	(	(	PUNCT
brj-23200	24	2	2002	2002	NUM
brj-23200	24	3	)	)	PUNCT
brj-23200	24	4	performed	perform	VERB
brj-23200	24	5	shear	shear	NOUN
brj-23200	24	6	experiments	experiment	NOUN
brj-23200	24	7	on	on	ADP
brj-23200	24	8	screw	screw	ADJ
brj-23200	24	9	connections	connection	NOUN
brj-23200	24	10	in	in	ADP
brj-23200	24	11	the	the	DET
brj-23200	24	12	composite	composite	ADJ
brj-23200	24	13	beam	beam	NOUN
brj-23200	24	14	with	with	ADP
brj-23200	24	15	interlayer	interlayer	NOUN
brj-23200	24	16	boards	board	NOUN
brj-23200	24	17	and	and	CCONJ
brj-23200	24	18	investigated	investigate	VERB
brj-23200	24	19	the	the	DET
brj-23200	24	20	influence	influence	NOUN
brj-23200	24	21	of	of	ADP
brj-23200	24	22	inter	inter	ADJ
brj-23200	24	23	-	-	ADJ
brj-23200	24	24	layer	layer	ADJ
brj-23200	24	25	board	board	NOUN
brj-23200	24	26	thickness	thickness	NOUN
brj-23200	24	27	and	and	CCONJ
brj-23200	24	28	screw	screw	VERB
brj-23200	24	29	diameter	diameter	NOUN
brj-23200	24	30	on	on	ADP
brj-23200	24	31	the	the	DET
brj-23200	24	32	shear	shear	NOUN
brj-23200	24	33	performance	performance	NOUN
brj-23200	24	34	.	.	PUNCT
brj-23200	25	1	the	the	DET
brj-23200	25	2	mechanical	mechanical	ADJ
brj-23200	25	3	model	model	NOUN
brj-23200	25	4	for	for	ADP
brj-23200	25	5	shear	shear	NOUN
brj-23200	25	6	stiffness	stiffness	NOUN
brj-23200	25	7	was	be	AUX
brj-23200	25	8	established	establish	VERB
brj-23200	25	9	based	base	VERB
brj-23200	25	10	on	on	ADP
brj-23200	25	11	winkler	winkler	NOUN
brj-23200	25	12	's	's	PART
brj-23200	25	13	elastic	elastic	ADJ
brj-23200	25	14	foundation	foundation	NOUN
brj-23200	25	15	beam	beam	NOUN
brj-23200	25	16	theory	theory	NOUN
brj-23200	25	17	.	.	PUNCT
brj-23200	26	1	fragiacomo	fragiacomo	PROPN
brj-23200	26	2	et	et	PROPN
brj-23200	26	3	al	al	PROPN
brj-23200	26	4	.	.	PROPN
brj-23200	27	1	(	(	PUNCT
brj-23200	27	2	2007	2007	NUM
brj-23200	27	3	)	)	PUNCT
brj-23200	27	4	studied	study	VERB
brj-23200	27	5	the	the	DET
brj-23200	27	6	effects	effect	NOUN
brj-23200	27	7	of	of	ADP
brj-23200	27	8	concrete	concrete	ADJ
brj-23200	27	9	types	type	NOUN
brj-23200	27	10	and	and	CCONJ
brj-23200	27	11	concrete	concrete	ADJ
brj-23200	27	12	strength	strength	NOUN
brj-23200	27	13	on	on	ADP
brj-23200	27	14	the	the	DET
brj-23200	27	15	mechanical	mechanical	ADJ
brj-23200	27	16	properties	property	NOUN
brj-23200	27	17	of	of	ADP
brj-23200	27	18	stud	stud	NOUN
brj-23200	27	19	connections	connection	NOUN
brj-23200	27	20	.	.	PUNCT
brj-23200	28	1	the	the	DET
brj-23200	28	2	results	result	NOUN
brj-23200	28	3	indicated	indicate	VERB
brj-23200	28	4	that	that	SCONJ
brj-23200	28	5	the	the	DET
brj-23200	28	6	concrete	concrete	ADJ
brj-23200	28	7	type	type	NOUN
brj-23200	28	8	had	have	VERB
brj-23200	28	9	minimal	minimal	ADJ
brj-23200	28	10	impact	impact	NOUN
brj-23200	28	11	on	on	ADP
brj-23200	28	12	mechanical	mechanical	ADJ
brj-23200	28	13	behavior	behavior	NOUN
brj-23200	28	14	of	of	ADP
brj-23200	28	15	stud	stud	NOUN
brj-23200	28	16	connections	connection	NOUN
brj-23200	28	17	,	,	PUNCT
brj-23200	28	18	whereas	whereas	SCONJ
brj-23200	28	19	the	the	DET
brj-23200	28	20	shear	shear	NOUN
brj-23200	28	21	performance	performance	NOUN
brj-23200	28	22	of	of	ADP
brj-23200	28	23	screw	screw	ADJ
brj-23200	28	24	connectors	connector	NOUN
brj-23200	28	25	primarily	primarily	ADV
brj-23200	28	26	depended	depend	VERB
brj-23200	28	27	on	on	ADP
brj-23200	28	28	the	the	DET
brj-23200	28	29	compressive	compressive	ADJ
brj-23200	28	30	strength	strength	NOUN
brj-23200	28	31	parallel	parallel	ADJ
brj-23200	28	32	to	to	ADP
brj-23200	28	33	the	the	DET
brj-23200	28	34	wood	wood	NOUN
brj-23200	28	35	grain	grain	NOUN
brj-23200	28	36	.	.	PUNCT
brj-23200	29	1	deam	deam	VERB
brj-23200	29	2	et	et	PROPN
brj-23200	29	3	al	al	PROPN
brj-23200	29	4	.	.	PROPN
brj-23200	30	1	(	(	PUNCT
brj-23200	30	2	2008a	2008a	NUM
brj-23200	30	3	,	,	PUNCT
brj-23200	30	4	b	b	X
brj-23200	30	5	)	)	PUNCT
brj-23200	30	6	explored	explore	VERB
brj-23200	30	7	the	the	DET
brj-23200	30	8	influence	influence	NOUN
brj-23200	30	9	of	of	ADP
brj-23200	30	10	notch	notch	ADJ
brj-23200	30	11	shape	shape	NOUN
brj-23200	30	12	,	,	PUNCT
brj-23200	30	13	template	template	NOUN
brj-23200	30	14	material	material	NOUN
brj-23200	30	15	and	and	CCONJ
brj-23200	30	16	screw	screw	VERB
brj-23200	30	17	type	type	NOUN
brj-23200	30	18	on	on	ADP
brj-23200	30	19	the	the	DET
brj-23200	30	20	shear	shear	NOUN
brj-23200	30	21	performance	performance	NOUN
brj-23200	30	22	of	of	ADP
brj-23200	30	23	connectors	connector	NOUN
brj-23200	30	24	through	through	ADP
brj-23200	30	25	push	push	NOUN
brj-23200	30	26	-	-	PUNCT
brj-23200	30	27	out	out	ADP
brj-23200	30	28	tests	test	NOUN
brj-23200	30	29	.	.	PUNCT
brj-23200	31	1	the	the	DET
brj-23200	31	2	results	result	NOUN
brj-23200	31	3	showed	show	VERB
brj-23200	31	4	that	that	SCONJ
brj-23200	31	5	screw	screw	NOUN
brj-23200	31	6	connectors	connector	NOUN
brj-23200	31	7	and	and	CCONJ
brj-23200	31	8	notched	notch	VERB
brj-23200	31	9	connectors	connector	NOUN
brj-23200	31	10	exhibited	exhibit	VERB
brj-23200	31	11	the	the	DET
brj-23200	31	12	best	good	ADJ
brj-23200	31	13	overall	overall	ADJ
brj-23200	31	14	performance	performance	NOUN
brj-23200	31	15	.	.	PUNCT
brj-23200	32	1	gelfi	gelfi	PROPN
brj-23200	32	2	et	et	PROPN
brj-23200	32	3	al	al	PROPN
brj-23200	32	4	.	.	PROPN
brj-23200	32	5	(	(	PUNCT
brj-23200	32	6	1999	1999	NUM
brj-23200	32	7	)	)	PUNCT
brj-23200	32	8	discovered	discover	VERB
brj-23200	32	9	that	that	SCONJ
brj-23200	32	10	wood	wood	NOUN
brj-23200	32	11	floors	floor	NOUN
brj-23200	32	12	exhibited	exhibit	VERB
brj-23200	32	13	excessive	excessive	ADJ
brj-23200	32	14	deflection	deflection	NOUN
brj-23200	32	15	deformations	deformation	NOUN
brj-23200	32	16	under	under	ADP
brj-23200	32	17	long	long	ADJ
brj-23200	32	18	-	-	PUNCT
brj-23200	32	19	term	term	NOUN
brj-23200	32	20	loads	load	NOUN
brj-23200	32	21	,	,	PUNCT
brj-23200	32	22	which	which	PRON
brj-23200	32	23	compromised	compromise	VERB
brj-23200	32	24	the	the	DET
brj-23200	32	25	functionality	functionality	NOUN
brj-23200	32	26	.	.	PUNCT
brj-23200	33	1	in	in	ADP
brj-23200	33	2	contrast	contrast	NOUN
brj-23200	33	3	,	,	PUNCT
brj-23200	33	4	wood	wood	NOUN
brj-23200	33	5	-	-	PUNCT
brj-23200	33	6	concrete	concrete	ADJ
brj-23200	33	7	composite	composite	ADJ
brj-23200	33	8	structures	structure	NOUN
brj-23200	33	9	demonstrated	demonstrate	VERB
brj-23200	33	10	significant	significant	ADJ
brj-23200	33	11	improvements	improvement	NOUN
brj-23200	33	12	in	in	ADP
brj-23200	33	13	bending	bend	VERB
brj-23200	33	14	stiffness	stiffness	NOUN
brj-23200	33	15	and	and	CCONJ
brj-23200	33	16	load	load	NOUN
brj-23200	33	17	-	-	PUNCT
brj-23200	33	18	bearing	bear	VERB
brj-23200	33	19	capacity	capacity	NOUN
brj-23200	33	20	.	.	PUNCT
brj-23200	34	1	extensive	extensive	ADJ
brj-23200	34	2	research	research	NOUN
brj-23200	34	3	has	have	AUX
brj-23200	34	4	been	be	AUX
brj-23200	34	5	conducted	conduct	VERB
brj-23200	34	6	on	on	ADP
brj-23200	34	7	woodconcrete	woodconcrete	ADJ
brj-23200	34	8	composite	composite	ADJ
brj-23200	34	9	beams	beam	NOUN
brj-23200	34	10	to	to	PART
brj-23200	34	11	study	study	VERB
brj-23200	34	12	failure	failure	NOUN
brj-23200	34	13	mechanisms	mechanism	NOUN
brj-23200	34	14	,	,	PUNCT
brj-23200	34	15	composite	composite	ADJ
brj-23200	34	16	action	action	NOUN
brj-23200	34	17	,	,	PUNCT
brj-23200	34	18	and	and	CCONJ
brj-23200	34	19	bending	bend	VERB
brj-23200	34	20	performance	performance	NOUN
brj-23200	34	21	(	(	PUNCT
brj-23200	34	22	yeoh	yeoh	PROPN
brj-23200	34	23	et	et	PROPN
brj-23200	34	24	al	al	PROPN
brj-23200	34	25	.	.	PROPN
brj-23200	34	26	2011b	2011b	NOUN
brj-23200	34	27	;	;	PUNCT
brj-23200	34	28	crocetti	crocetti	PROPN
brj-23200	34	29	et	et	PROPN
brj-23200	34	30	al	al	PROPN
brj-23200	34	31	.	.	PROPN
brj-23200	34	32	2015	2015	NUM
brj-23200	34	33	;	;	PUNCT
brj-23200	34	34	du	du	PROPN
brj-23200	34	35	et	et	PROPN
brj-23200	34	36	al	al	PROPN
brj-23200	34	37	.	.	PROPN
brj-23200	34	38	2021	2021	NUM
brj-23200	34	39	)	)	PUNCT
brj-23200	34	40	.	.	PUNCT
brj-23200	35	1	the	the	DET
brj-23200	35	2	bending	bend	VERB
brj-23200	35	3	behavior	behavior	NOUN
brj-23200	35	4	of	of	ADP
brj-23200	35	5	wood	wood	NOUN
brj-23200	35	6	-	-	PUNCT
brj-23200	35	7	concrete	concrete	NOUN
brj-23200	35	8	composite	composite	ADJ
brj-23200	35	9	beam	beam	NOUN
brj-23200	35	10	is	be	AUX
brj-23200	35	11	primarily	primarily	ADV
brj-23200	35	12	influenced	influence	VERB
brj-23200	35	13	by	by	ADP
brj-23200	35	14	shear	shear	NOUN
brj-23200	35	15	connector	connector	NOUN
brj-23200	35	16	type	type	NOUN
brj-23200	35	17	,	,	PUNCT
brj-23200	35	18	spacing	spacing	NOUN
brj-23200	35	19	of	of	ADP
brj-23200	35	20	shear	shear	NOUN
brj-23200	35	21	connections	connection	NOUN
brj-23200	35	22	,	,	PUNCT
brj-23200	35	23	and	and	CCONJ
brj-23200	35	24	section	section	NOUN
brj-23200	35	25	size	size	NOUN
brj-23200	35	26	.	.	PUNCT
brj-23200	36	1	the	the	DET
brj-23200	36	2	degree	degree	NOUN
brj-23200	36	3	of	of	ADP
brj-23200	36	4	shear	shear	NOUN
brj-23200	36	5	connection	connection	NOUN
brj-23200	36	6	in	in	ADP
brj-23200	36	7	composite	composite	ADJ
brj-23200	36	8	beam	beam	NOUN
brj-23200	36	9	improves	improve	VERB
brj-23200	36	10	with	with	ADP
brj-23200	36	11	higher	high	ADJ
brj-23200	36	12	slip	slip	NOUN
brj-23200	36	13	modulus	modulus	NOUN
brj-23200	36	14	and	and	CCONJ
brj-23200	36	15	closer	close	ADJ
brj-23200	36	16	arrangement	arrangement	NOUN
brj-23200	36	17	spacing	spacing	NOUN
brj-23200	36	18	of	of	ADP
brj-23200	36	19	shear	shear	NOUN
brj-23200	36	20	connections	connection	NOUN
brj-23200	36	21	(	(	PUNCT
brj-23200	36	22	khorsandnia	khorsandnia	PROPN
brj-23200	36	23	et	et	PROPN
brj-23200	36	24	al	al	PROPN
brj-23200	36	25	.	.	PROPN
brj-23200	36	26	2012	2012	NUM
brj-23200	36	27	;	;	PUNCT
brj-23200	36	28	hong	hong	PROPN
brj-23200	36	29	et	et	PROPN
brj-23200	36	30	al	al	PROPN
brj-23200	36	31	.	.	PROPN
brj-23200	36	32	2019	2019	NUM
brj-23200	36	33	)	)	PUNCT
brj-23200	36	34	.	.	PUNCT
brj-23200	37	1	frangi	frangi	INTJ
brj-23200	37	2	et	et	PROPN
brj-23200	37	3	al	al	PROPN
brj-23200	37	4	.	.	PROPN
brj-23200	38	1	(	(	PUNCT
brj-23200	38	2	2003	2003	NUM
brj-23200	38	3	)	)	PUNCT
brj-23200	38	4	analyzed	analyze	VERB
brj-23200	38	5	the	the	DET
brj-23200	38	6	elastic	elastic	ADJ
brj-23200	38	7	-	-	PUNCT
brj-23200	38	8	plastic	plastic	NOUN
brj-23200	38	9	behavior	behavior	NOUN
brj-23200	38	10	of	of	ADP
brj-23200	38	11	the	the	DET
brj-23200	38	12	composite	composite	ADJ
brj-23200	38	13	beam	beam	NOUN
brj-23200	38	14	with	with	ADP
brj-23200	38	15	ductile	ductile	NOUN
brj-23200	38	16	connectors	connector	NOUN
brj-23200	38	17	and	and	CCONJ
brj-23200	38	18	proposed	propose	VERB
brj-23200	38	19	a	a	DET
brj-23200	38	20	calculation	calculation	NOUN
brj-23200	38	21	method	method	NOUN
brj-23200	38	22	for	for	ADP
brj-23200	38	23	load	load	NOUN
brj-23200	38	24	carrying	carry	VERB
brj-23200	38	25	capacity	capacity	NOUN
brj-23200	38	26	.	.	PUNCT
brj-23200	39	1	it	it	PRON
brj-23200	39	2	was	be	AUX
brj-23200	39	3	established	establish	VERB
brj-23200	39	4	that	that	SCONJ
brj-23200	39	5	the	the	DET
brj-23200	39	6	"	"	PUNCT
brj-23200	39	7	γ	γ	X
brj-23200	39	8	method	method	NOUN
brj-23200	39	9	"	"	PUNCT
brj-23200	39	10	from	from	ADP
brj-23200	39	11	eurocode	eurocode	NOUN
brj-23200	39	12	5	5	NUM
brj-23200	39	13	could	could	AUX
brj-23200	39	14	be	be	AUX
brj-23200	39	15	utilized	utilize	VERB
brj-23200	39	16	within	within	ADP
brj-23200	39	17	the	the	DET
brj-23200	39	18	linear	linear	ADJ
brj-23200	39	19	range	range	NOUN
brj-23200	39	20	,	,	PUNCT
brj-23200	39	21	and	and	CCONJ
brj-23200	39	22	the	the	DET
brj-23200	39	23	ductility	ductility	NOUN
brj-23200	39	24	of	of	ADP
brj-23200	39	25	shear	shear	NOUN
brj-23200	39	26	connectors	connector	NOUN
brj-23200	39	27	should	should	AUX
brj-23200	39	28	be	be	AUX
brj-23200	39	29	considered	consider	VERB
brj-23200	39	30	in	in	ADP
brj-23200	39	31	the	the	DET
brj-23200	39	32	elastic	elastic	ADJ
brj-23200	39	33	-	-	PUNCT
brj-23200	39	34	plastic	plastic	NOUN
brj-23200	39	35	analysis	analysis	NOUN
brj-23200	39	36	of	of	ADP
brj-23200	39	37	wood	wood	NOUN
brj-23200	39	38	-	-	PUNCT
brj-23200	39	39	concrete	concrete	ADJ
brj-23200	39	40	composite	composite	ADJ
brj-23200	39	41	beams	beam	NOUN
brj-23200	39	42	.	.	PUNCT
brj-23200	40	1	crocetti	crocetti	PROPN
brj-23200	40	2	et	et	PROPN
brj-23200	40	3	al	al	PROPN
brj-23200	40	4	.	.	PROPN
brj-23200	41	1	(	(	PUNCT
brj-23200	41	2	2015	2015	NUM
brj-23200	41	3	)	)	PUNCT
brj-23200	41	4	established	establish	VERB
brj-23200	41	5	a	a	DET
brj-23200	41	6	two	two	NUM
brj-23200	41	7	-	-	PUNCT
brj-23200	41	8	dimensional	dimensional	ADJ
brj-23200	41	9	finite	finite	ADJ
brj-23200	41	10	element	element	NOUN
brj-23200	41	11	model	model	NOUN
brj-23200	41	12	of	of	ADP
brj-23200	41	13	wood	wood	NOUN
brj-23200	41	14	-	-	PUNCT
brj-23200	41	15	concrete	concrete	NOUN
brj-23200	41	16	beams	beam	NOUN
brj-23200	41	17	,	,	PUNCT
brj-23200	41	18	integrating	integrate	VERB
brj-23200	41	19	the	the	DET
brj-23200	41	20	concrete	concrete	ADJ
brj-23200	41	21	slabs	slab	NOUN
brj-23200	41	22	through	through	ADP
brj-23200	41	23	shell	shell	ADJ
brj-23200	41	24	elements	element	NOUN
brj-23200	41	25	and	and	CCONJ
brj-23200	41	26	the	the	DET
brj-23200	41	27	wood	wood	NOUN
brj-23200	41	28	beams	beam	NOUN
brj-23200	41	29	simulated	simulate	VERB
brj-23200	41	30	by	by	ADP
brj-23200	41	31	beam	beam	NOUN
brj-23200	41	32	elements	element	NOUN
brj-23200	41	33	.	.	PUNCT
brj-23200	42	1	the	the	DET
brj-23200	42	2	shear	shear	NOUN
brj-23200	42	3	connections	connection	NOUN
brj-23200	42	4	were	be	AUX
brj-23200	42	5	modeled	model	VERB
brj-23200	42	6	as	as	ADP
brj-23200	42	7	non	non	ADJ
brj-23200	42	8	-	-	ADJ
brj-23200	42	9	linear	linear	ADJ
brj-23200	42	10	springs	spring	NOUN
brj-23200	42	11	.	.	PUNCT
brj-23200	43	1	subsequent	subsequent	ADJ
brj-23200	43	2	analyses	analysis	NOUN
brj-23200	43	3	employed	employ	VERB
brj-23200	43	4	three	three	NUM
brj-23200	43	5	-	-	PUNCT
brj-23200	43	6	dimensional	dimensional	ADJ
brj-23200	43	7	finite	finite	ADJ
brj-23200	43	8	element	element	NOUN
brj-23200	43	9	models	model	NOUN
brj-23200	43	10	,	,	PUNCT
brj-23200	43	11	incorporating	incorporate	VERB
brj-23200	43	12	solid	solid	ADJ
brj-23200	43	13	elements	element	NOUN
brj-23200	43	14	and	and	CCONJ
brj-23200	43	15	established	establish	VERB
brj-23200	43	16	stress	stress	NOUN
brj-23200	43	17	-	-	PUNCT
brj-23200	43	18	strain	strain	NOUN
brj-23200	43	19	relationships	relationship	NOUN
brj-23200	43	20	,	,	PUNCT
brj-23200	43	21	to	to	PART
brj-23200	43	22	scrutinize	scrutinize	VERB
brj-23200	43	23	the	the	DET
brj-23200	43	24	impacts	impact	NOUN
brj-23200	43	25	of	of	ADP
brj-23200	43	26	material	material	NOUN
brj-23200	43	27	properties	property	NOUN
brj-23200	43	28	and	and	CCONJ
brj-23200	43	29	the	the	DET
brj-23200	43	30	composite	composite	ADJ
brj-23200	43	31	action	action	NOUN
brj-23200	43	32	at	at	ADP
brj-23200	43	33	the	the	DET
brj-23200	43	34	interface	interface	NOUN
brj-23200	43	35	(	(	PUNCT
brj-23200	43	36	fragiacomo	fragiacomo	ADV
brj-23200	43	37	et	et	PROPN
brj-23200	43	38	al	al	PROPN
brj-23200	43	39	.	.	PROPN
brj-23200	43	40	2014	2014	NUM
brj-23200	43	41	)	)	PUNCT
brj-23200	43	42	.	.	PUNCT
brj-23200	44	1	khai	khai	PROPN
brj-23200	44	2	et	et	PROPN
brj-23200	44	3	al	al	PROPN
brj-23200	44	4	.	.	PROPN
brj-23200	45	1	(	(	PUNCT
brj-23200	45	2	2018	2018	NUM
brj-23200	45	3	)	)	PUNCT
brj-23200	45	4	conducted	conduct	VERB
brj-23200	45	5	an	an	DET
brj-23200	45	6	experimental	experimental	ADJ
brj-23200	45	7	study	study	NOUN
brj-23200	45	8	on	on	ADP
brj-23200	45	9	cross	cross	ADJ
brj-23200	45	10	-	-	ADJ
brj-23200	45	11	laminated	laminated	ADJ
brj-23200	45	12	timber	timber	NOUN
brj-23200	45	13	(	(	PUNCT
brj-23200	45	14	clt	clt	NOUN
brj-23200	45	15	)	)	PUNCT
brj-23200	45	16	concrete	concrete	ADJ
brj-23200	45	17	composite	composite	ADJ
brj-23200	45	18	slabs	slab	NOUN
brj-23200	45	19	under	under	ADP
brj-23200	45	20	static	static	ADJ
brj-23200	45	21	and	and	CCONJ
brj-23200	45	22	dynamic	dynamic	ADJ
brj-23200	45	23	load	load	NOUN
brj-23200	45	24	conditions	condition	NOUN
brj-23200	45	25	.	.	PUNCT
brj-23200	46	1	the	the	DET
brj-23200	46	2	results	result	NOUN
brj-23200	46	3	revealed	reveal	VERB
brj-23200	46	4	that	that	SCONJ
brj-23200	46	5	the	the	DET
brj-23200	46	6	load	load	NOUN
brj-23200	46	7	-	-	PUNCT
brj-23200	46	8	carrying	carry	VERB
brj-23200	46	9	capacity	capacity	NOUN
brj-23200	46	10	and	and	CCONJ
brj-23200	46	11	vibration	vibration	NOUN
brj-23200	46	12	performance	performance	NOUN
brj-23200	46	13	of	of	ADP
brj-23200	46	14	clt	clt	ADJ
brj-23200	46	15	-	-	PUNCT
brj-23200	46	16	concrete	concrete	ADJ
brj-23200	46	17	composite	composite	ADJ
brj-23200	46	18	slabs	slab	NOUN
brj-23200	46	19	were	be	AUX
brj-23200	46	20	significantly	significantly	ADV
brj-23200	46	21	improved	improve	VERB
brj-23200	46	22	compared	compare	VERB
brj-23200	46	23	to	to	ADP
brj-23200	46	24	ordinary	ordinary	ADJ
brj-23200	46	25	clt	clt	NOUN
brj-23200	46	26	floors	floor	NOUN
brj-23200	46	27	.	.	PUNCT
brj-23200	47	1	the	the	DET
brj-23200	47	2	existing	exist	VERB
brj-23200	47	3	research	research	NOUN
brj-23200	47	4	primarily	primarily	ADV
brj-23200	47	5	has	have	AUX
brj-23200	47	6	focused	focus	VERB
brj-23200	47	7	on	on	ADP
brj-23200	47	8	the	the	DET
brj-23200	47	9	wood	wood	NOUN
brj-23200	47	10	-	-	PUNCT
brj-23200	47	11	concrete	concrete	ADJ
brj-23200	47	12	composite	composite	ADJ
brj-23200	47	13	beam	beam	NOUN
brj-23200	47	14	,	,	PUNCT
brj-23200	47	15	with	with	ADP
brj-23200	47	16	limited	limited	ADJ
brj-23200	47	17	studies	study	NOUN
brj-23200	47	18	on	on	ADP
brj-23200	47	19	the	the	DET
brj-23200	47	20	bending	bend	VERB
brj-23200	47	21	performance	performance	NOUN
brj-23200	47	22	and	and	CCONJ
brj-23200	47	23	effective	effective	ADJ
brj-23200	47	24	width	width	NOUN
brj-23200	47	25	of	of	ADP
brj-23200	47	26	wood	wood	NOUN
brj-23200	47	27	-	-	PUNCT
brj-23200	47	28	concrete	concrete	ADJ
brj-23200	47	29	composite	composite	ADJ
brj-23200	47	30	slabs	slab	NOUN
brj-23200	47	31	.	.	PUNCT
brj-23200	48	1	thus	thus	ADV
brj-23200	48	2	,	,	PUNCT
brj-23200	48	3	a	a	DET
brj-23200	48	4	full	full	ADJ
brj-23200	48	5	-	-	PUNCT
brj-23200	48	6	scale	scale	NOUN
brj-23200	48	7	composite	composite	ADJ
brj-23200	48	8	slab	slab	NOUN
brj-23200	48	9	was	be	AUX
brj-23200	48	10	constructed	construct	VERB
brj-23200	48	11	and	and	CCONJ
brj-23200	48	12	subjected	subject	VERB
brj-23200	48	13	to	to	ADP
brj-23200	48	14	static	static	ADJ
brj-23200	48	15	load	load	NOUN
brj-23200	48	16	testing	testing	NOUN
brj-23200	48	17	.	.	PUNCT
brj-23200	49	1	this	this	DET
brj-23200	49	2	paper	paper	NOUN
brj-23200	49	3	thoroughly	thoroughly	ADV
brj-23200	49	4	investigated	investigate	VERB
brj-23200	49	5	ultimate	ultimate	ADJ
brj-23200	49	6	bearing	bearing	NOUN
brj-23200	49	7	capacity	capacity	NOUN
brj-23200	49	8	,	,	PUNCT
brj-23200	49	9	load	load	NOUN
brj-23200	49	10	-	-	PUNCT
brj-23200	49	11	deflection	deflection	NOUN
brj-23200	49	12	curves	curve	NOUN
brj-23200	49	13	,	,	PUNCT
brj-23200	49	14	interfacial	interfacial	ADJ
brj-23200	49	15	slippage	slippage	NOUN
brj-23200	49	16	,	,	PUNCT
brj-23200	49	17	strain	strain	ADJ
brj-23200	49	18	distributions	distribution	NOUN
brj-23200	49	19	of	of	ADP
brj-23200	49	20	cross	cross	NOUN
brj-23200	49	21	-	-	NOUN
brj-23200	49	22	section	section	NOUN
brj-23200	49	23	,	,	PUNCT
brj-23200	49	24	and	and	CCONJ
brj-23200	49	25	effective	effective	ADJ
brj-23200	49	26	width	width	NOUN
brj-23200	49	27	of	of	ADP
brj-23200	49	28	the	the	DET
brj-23200	49	29	wood	wood	NOUN
brj-23200	49	30	-	-	PUNCT
brj-23200	49	31	concrete	concrete	ADJ
brj-23200	49	32	composite	composite	ADJ
brj-23200	49	33	slab	slab	NOUN
brj-23200	49	34	.	.	PUNCT
brj-23200	50	1	the	the	DET
brj-23200	50	2	acquired	acquire	VERB
brj-23200	50	3	test	test	NOUN
brj-23200	50	4	outcomes	outcome	NOUN
brj-23200	50	5	were	be	AUX
brj-23200	50	6	used	use	VERB
brj-23200	50	7	to	to	PART
brj-23200	50	8	verify	verify	VERB
brj-23200	50	9	the	the	DET
brj-23200	50	10	existing	exist	VERB
brj-23200	50	11	calculation	calculation	NOUN
brj-23200	50	12	method	method	NOUN
brj-23200	50	13	for	for	ADP
brj-23200	50	14	determining	determine	VERB
brj-23200	50	15	the	the	DET
brj-23200	50	16	effective	effective	ADJ
brj-23200	50	17	width	width	NOUN
brj-23200	50	18	.	.	PUNCT
brj-23200	51	1	additionally	additionally	ADV
brj-23200	51	2	,	,	PUNCT
brj-23200	51	3	a	a	DET
brj-23200	51	4	simplified	simplified	ADJ
brj-23200	51	5	calculation	calculation	NOUN
brj-23200	51	6	model	model	NOUN
brj-23200	51	7	for	for	ADP
brj-23200	51	8	the	the	DET
brj-23200	51	9	composite	composite	ADJ
brj-23200	51	10	slab	slab	NOUN
brj-23200	51	11	was	be	AUX
brj-23200	51	12	presented	present	VERB
brj-23200	51	13	,	,	PUNCT
brj-23200	51	14	and	and	CCONJ
brj-23200	51	15	the	the	DET
brj-23200	51	16	analytical	analytical	ADJ
brj-23200	51	17	method	method	NOUN
brj-23200	51	18	for	for	ADP
brj-23200	51	19	determining	determine	VERB
brj-23200	51	20	the	the	DET
brj-23200	51	21	bending	bend	VERB
brj-23200	51	22	stiffness	stiffness	NOUN
brj-23200	51	23	and	and	CCONJ
brj-23200	51	24	load	load	NOUN
brj-23200	51	25	-	-	PUNCT
brj-23200	51	26	carrying	carry	VERB
brj-23200	51	27	capacity	capacity	NOUN
brj-23200	51	28	composite	composite	ADJ
brj-23200	51	29	slabs	slab	NOUN
brj-23200	51	30	was	be	AUX
brj-23200	51	31	substantiated	substantiate	VERB
brj-23200	51	32	.	.	PUNCT
brj-23200	52	1	peer	peer	NOUN
brj-23200	52	2	-	-	PUNCT
brj-23200	52	3	reviewed	review	VERB
brj-23200	52	4	article	article	NOUN
brj-23200	52	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-23200	52	6	du	du	PROPN
brj-23200	52	7	et	et	PROPN
brj-23200	52	8	al	al	PROPN
brj-23200	52	9	.	.	PROPN
brj-23200	52	10	(	(	PUNCT
brj-23200	52	11	2024	2024	NUM
brj-23200	52	12	)	)	PUNCT
brj-23200	52	13	.	.	PUNCT
brj-23200	53	1	“	"	PUNCT
brj-23200	53	2	bending	bend	VERB
brj-23200	53	3	of	of	ADP
brj-23200	53	4	composite	composite	ADJ
brj-23200	53	5	slab	slab	NOUN
brj-23200	53	6	,	,	PUNCT
brj-23200	53	7	”	"	PUNCT
brj-23200	53	8	bioresources	bioresource	NOUN
brj-23200	53	9	19(1	19(1	NUM
brj-23200	53	10	)	)	PUNCT
brj-23200	53	11	,	,	PUNCT
brj-23200	53	12	1558	1558	NUM
brj-23200	53	13	-	-	SYM
brj-23200	53	14	1570	1570	NUM
brj-23200	53	15	.	.	PUNCT
brj-23200	54	1	1560	1560	NUM
brj-23200	54	2	experimental	experimental	ADJ
brj-23200	54	3	wood	wood	NOUN
brj-23200	54	4	-	-	PUNCT
brj-23200	54	5	concrete	concrete	NOUN
brj-23200	54	6	composite	composite	ADJ
brj-23200	54	7	slab	slab	NOUN
brj-23200	54	8	specimen	speciman	NOUN
brj-23200	54	9	a	a	DET
brj-23200	54	10	full	full	ADJ
brj-23200	54	11	-	-	PUNCT
brj-23200	54	12	scale	scale	NOUN
brj-23200	54	13	wood	wood	NOUN
brj-23200	54	14	-	-	PUNCT
brj-23200	54	15	concrete	concrete	NOUN
brj-23200	54	16	composite	composite	ADJ
brj-23200	54	17	slab	slab	NOUN
brj-23200	54	18	with	with	ADP
brj-23200	54	19	screw	screw	ADJ
brj-23200	54	20	connectors	connector	NOUN
brj-23200	54	21	was	be	AUX
brj-23200	54	22	constructed	construct	VERB
brj-23200	54	23	and	and	CCONJ
brj-23200	54	24	subjected	subject	VERB
brj-23200	54	25	to	to	ADP
brj-23200	54	26	six	six	NUM
brj-23200	54	27	-	-	PUNCT
brj-23200	54	28	point	point	NOUN
brj-23200	54	29	bending	bending	NOUN
brj-23200	54	30	load	load	NOUN
brj-23200	54	31	.	.	PUNCT
brj-23200	55	1	the	the	DET
brj-23200	55	2	composite	composite	ADJ
brj-23200	55	3	slab	slab	NOUN
brj-23200	55	4	consisted	consist	VERB
brj-23200	55	5	of	of	ADP
brj-23200	55	6	four	four	NUM
brj-23200	55	7	glulam	glulam	NOUN
brj-23200	55	8	beams	beam	NOUN
brj-23200	55	9	,	,	PUNCT
brj-23200	55	10	each	each	PRON
brj-23200	55	11	measuring	measure	VERB
brj-23200	55	12	4000	4000	NUM
brj-23200	55	13	mm	mm	NOUN
brj-23200	55	14			NOUN
brj-23200	55	15	100	100	NUM
brj-23200	55	16	mm	mm	NOUN
brj-23200	55	17			PROPN
brj-23200	55	18	200	200	NUM
brj-23200	55	19	mm	mm	NOUN
brj-23200	55	20	.	.	PUNCT
brj-23200	56	1	the	the	DET
brj-23200	56	2	beams	beam	NOUN
brj-23200	56	3	were	be	AUX
brj-23200	56	4	spaced	space	VERB
brj-23200	56	5	at	at	ADP
brj-23200	56	6	967	967	NUM
brj-23200	56	7	mm	mm	PROPN
brj-23200	56	8	intervals	interval	NOUN
brj-23200	56	9	.	.	PUNCT
brj-23200	57	1	the	the	DET
brj-23200	57	2	concrete	concrete	ADJ
brj-23200	57	3	slab	slab	NOUN
brj-23200	57	4	,	,	PUNCT
brj-23200	57	5	which	which	PRON
brj-23200	57	6	was	be	AUX
brj-23200	57	7	integrated	integrate	VERB
brj-23200	57	8	with	with	ADP
brj-23200	57	9	the	the	DET
brj-23200	57	10	glulam	glulam	NOUN
brj-23200	57	11	beams	beam	NOUN
brj-23200	57	12	,	,	PUNCT
brj-23200	57	13	had	have	VERB
brj-23200	57	14	dimensions	dimension	NOUN
brj-23200	57	15	of	of	ADP
brj-23200	57	16	4000	4000	NUM
brj-23200	57	17	mm	mm	NOUN
brj-23200	57	18			NOUN
brj-23200	58	1	3000	3000	NUM
brj-23200	58	2	mm	mm	NOUN
brj-23200	58	3			PROPN
brj-23200	58	4	80	80	NUM
brj-23200	58	5	mm	mm	NOUN
brj-23200	58	6	,	,	PUNCT
brj-23200	58	7	as	as	SCONJ
brj-23200	58	8	presented	present	VERB
brj-23200	58	9	in	in	ADP
brj-23200	58	10	fig	fig	NOUN
brj-23200	58	11	.	.	PUNCT
brj-23200	59	1	1a	1a	X
brj-23200	59	2	.	.	PUNCT
brj-23200	60	1	to	to	PART
brj-23200	60	2	reinforce	reinforce	VERB
brj-23200	60	3	the	the	DET
brj-23200	60	4	concrete	concrete	ADJ
brj-23200	60	5	slab	slab	NOUN
brj-23200	60	6	,	,	PUNCT
brj-23200	60	7	steel	steel	NOUN
brj-23200	60	8	reinforcement	reinforcement	NOUN
brj-23200	60	9	bars	bar	NOUN
brj-23200	60	10	of	of	ADP
brj-23200	60	11	10	10	NUM
brj-23200	60	12	mm	mm	NOUN
brj-23200	60	13	diameter	diameter	NOUN
brj-23200	60	14	were	be	AUX
brj-23200	60	15	incorporated	incorporate	VERB
brj-23200	60	16	at	at	ADP
brj-23200	60	17	intervals	interval	NOUN
brj-23200	60	18	of	of	ADP
brj-23200	60	19	200	200	NUM
brj-23200	60	20	mm	mm	NOUN
brj-23200	60	21	within	within	ADP
brj-23200	60	22	the	the	DET
brj-23200	60	23	slab	slab	NOUN
brj-23200	60	24	.	.	PUNCT
brj-23200	61	1	in	in	ADP
brj-23200	61	2	the	the	DET
brj-23200	61	3	composite	composite	ADJ
brj-23200	61	4	slab	slab	NOUN
brj-23200	61	5	,	,	PUNCT
brj-23200	61	6	lag	lag	NOUN
brj-23200	61	7	screw	screw	ADJ
brj-23200	61	8	connectors	connector	NOUN
brj-23200	61	9	were	be	AUX
brj-23200	61	10	installed	instal	VERB
brj-23200	61	11	on	on	ADP
brj-23200	61	12	the	the	DET
brj-23200	61	13	top	top	ADJ
brj-23200	61	14	surface	surface	NOUN
brj-23200	61	15	of	of	ADP
brj-23200	61	16	wood	wood	NOUN
brj-23200	61	17	beams	beam	NOUN
brj-23200	61	18	with	with	ADP
brj-23200	61	19	a	a	DET
brj-23200	61	20	longitudinal	longitudinal	ADJ
brj-23200	61	21	spacing	spacing	NOUN
brj-23200	61	22	of	of	ADP
brj-23200	61	23	150	150	NUM
brj-23200	61	24	mm	mm	NOUN
brj-23200	61	25	,	,	PUNCT
brj-23200	61	26	as	as	SCONJ
brj-23200	61	27	illustrated	illustrate	VERB
brj-23200	61	28	in	in	ADP
brj-23200	61	29	fig	fig	NOUN
brj-23200	61	30	.	.	PUNCT
brj-23200	62	1	1b	1b	NUM
brj-23200	62	2	.	.	PUNCT
brj-23200	63	1	the	the	DET
brj-23200	63	2	thread	thread	NOUN
brj-23200	63	3	diameter	diameter	NOUN
brj-23200	63	4	and	and	CCONJ
brj-23200	63	5	shank	shank	ADJ
brj-23200	63	6	diameter	diameter	NOUN
brj-23200	63	7	of	of	ADP
brj-23200	63	8	the	the	DET
brj-23200	63	9	screw	screw	NOUN
brj-23200	63	10	fasteners	fastener	NOUN
brj-23200	63	11	were	be	AUX
brj-23200	63	12	12	12	NUM
brj-23200	63	13	mm	mm	NOUN
brj-23200	63	14	.	.	PUNCT
brj-23200	64	1	the	the	DET
brj-23200	64	2	threaded	thread	VERB
brj-23200	64	3	length	length	NOUN
brj-23200	64	4	of	of	ADP
brj-23200	64	5	the	the	DET
brj-23200	64	6	screws	screw	NOUN
brj-23200	64	7	was	be	AUX
brj-23200	64	8	160	160	NUM
brj-23200	64	9	mm	mm	NOUN
brj-23200	64	10	.	.	PUNCT
brj-23200	65	1	the	the	DET
brj-23200	65	2	screw	screw	NOUN
brj-23200	65	3	fasteners	fastener	NOUN
brj-23200	65	4	were	be	AUX
brj-23200	65	5	fixed	fix	VERB
brj-23200	65	6	with	with	ADP
brj-23200	65	7	a	a	DET
brj-23200	65	8	length	length	NOUN
brj-23200	65	9	of	of	ADP
brj-23200	65	10	120	120	NUM
brj-23200	65	11	mm	mm	NOUN
brj-23200	65	12	into	into	ADP
brj-23200	65	13	the	the	DET
brj-23200	65	14	wood	wood	NOUN
brj-23200	65	15	beams	beam	NOUN
brj-23200	65	16	and	and	CCONJ
brj-23200	65	17	60	60	NUM
brj-23200	65	18	mm	mm	NOUN
brj-23200	65	19	into	into	ADP
brj-23200	65	20	the	the	DET
brj-23200	65	21	concrete	concrete	ADJ
brj-23200	65	22	slab	slab	NOUN
brj-23200	65	23	.	.	PUNCT
brj-23200	66	1	(	(	PUNCT
brj-23200	66	2	a	a	X
brj-23200	66	3	)	)	PUNCT
brj-23200	66	4	(	(	PUNCT
brj-23200	66	5	b	b	X
brj-23200	66	6	)	)	PUNCT
brj-23200	66	7	fig	fig	NOUN
brj-23200	66	8	.	.	PUNCT
brj-23200	67	1	1	1	X
brj-23200	67	2	.	.	X
brj-23200	67	3	details	detail	NOUN
brj-23200	67	4	of	of	ADP
brj-23200	67	5	composite	composite	ADJ
brj-23200	67	6	slab	slab	NOUN
brj-23200	67	7	specimen	speciman	NOUN
brj-23200	67	8	:	:	PUNCT
brj-23200	67	9	(	(	PUNCT
brj-23200	67	10	a	a	X
brj-23200	67	11	)	)	PUNCT
brj-23200	67	12	cross	cross	NOUN
brj-23200	67	13	-	-	NOUN
brj-23200	67	14	section	section	NOUN
brj-23200	67	15	of	of	ADP
brj-23200	67	16	the	the	DET
brj-23200	67	17	composite	composite	ADJ
brj-23200	67	18	slab	slab	NOUN
brj-23200	67	19	;	;	PUNCT
brj-23200	67	20	(	(	PUNCT
brj-23200	67	21	b	b	X
brj-23200	67	22	)	)	PUNCT
brj-23200	67	23	arrangement	arrangement	NOUN
brj-23200	67	24	of	of	ADP
brj-23200	67	25	screw	screw	ADJ
brj-23200	67	26	connections	connection	NOUN
brj-23200	67	27	in	in	ADP
brj-23200	67	28	the	the	DET
brj-23200	67	29	wood	wood	NOUN
brj-23200	67	30	beam	beam	NOUN
brj-23200	67	31	materials	material	NOUN
brj-23200	67	32	the	the	DET
brj-23200	67	33	glulam	glulam	NOUN
brj-23200	67	34	members	member	NOUN
brj-23200	67	35	used	use	VERB
brj-23200	67	36	in	in	ADP
brj-23200	67	37	the	the	DET
brj-23200	67	38	composite	composite	ADJ
brj-23200	67	39	slab	slab	NOUN
brj-23200	67	40	were	be	AUX
brj-23200	67	41	constructed	construct	VERB
brj-23200	67	42	from	from	ADP
brj-23200	67	43	larch	larch	NOUN
brj-23200	67	44	lumber	lumber	NOUN
brj-23200	67	45	pieces	piece	NOUN
brj-23200	67	46	.	.	PUNCT
brj-23200	68	1	the	the	DET
brj-23200	68	2	mean	mean	ADJ
brj-23200	68	3	density	density	NOUN
brj-23200	68	4	and	and	CCONJ
brj-23200	68	5	moisture	moisture	NOUN
brj-23200	68	6	content	content	NOUN
brj-23200	68	7	of	of	ADP
brj-23200	68	8	the	the	DET
brj-23200	68	9	wood	wood	NOUN
brj-23200	68	10	were	be	AUX
brj-23200	68	11	recorded	record	VERB
brj-23200	68	12	as	as	ADP
brj-23200	68	13	562	562	NUM
brj-23200	68	14	kg	kg	NOUN
brj-23200	68	15	/	/	SYM
brj-23200	68	16	m3	m3	PROPN
brj-23200	68	17	and	and	CCONJ
brj-23200	68	18	14.4	14.4	NUM
brj-23200	68	19	%	%	NOUN
brj-23200	68	20	,	,	PUNCT
brj-23200	68	21	respectively	respectively	ADV
brj-23200	68	22	.	.	PUNCT
brj-23200	69	1	to	to	PART
brj-23200	69	2	ascertain	ascertain	VERB
brj-23200	69	3	the	the	DET
brj-23200	69	4	mechanical	mechanical	ADJ
brj-23200	69	5	behaviors	behavior	NOUN
brj-23200	69	6	of	of	ADP
brj-23200	69	7	the	the	DET
brj-23200	69	8	wood	wood	NOUN
brj-23200	69	9	components	component	NOUN
brj-23200	69	10	,	,	PUNCT
brj-23200	69	11	axial	axial	ADJ
brj-23200	69	12	compression	compression	NOUN
brj-23200	69	13	tests	test	NOUN
brj-23200	69	14	were	be	AUX
brj-23200	69	15	conducted	conduct	VERB
brj-23200	69	16	on	on	ADP
brj-23200	69	17	six	six	NUM
brj-23200	69	18	short	short	ADJ
brj-23200	69	19	column	column	NOUN
brj-23200	69	20	specimens	specimen	NOUN
brj-23200	69	21	following	follow	VERB
brj-23200	69	22	the	the	DET
brj-23200	69	23	guidelines	guideline	NOUN
brj-23200	69	24	of	of	ADP
brj-23200	69	25	gb	gb	ADP
brj-23200	69	26	/	/	SYM
brj-23200	69	27	t	t	NOUN
brj-23200	69	28	15777	15777	NUM
brj-23200	69	29	(	(	PUNCT
brj-23200	69	30	2012	2012	NUM
brj-23200	69	31	)	)	PUNCT
brj-23200	69	32	.	.	PUNCT
brj-23200	70	1	the	the	DET
brj-23200	70	2	mean	mean	ADJ
brj-23200	70	3	compressive	compressive	ADJ
brj-23200	70	4	elasticity	elasticity	NOUN
brj-23200	70	5	modulus	modulus	NOUN
brj-23200	70	6	was	be	AUX
brj-23200	70	7	found	find	VERB
brj-23200	70	8	to	to	PART
brj-23200	70	9	be	be	AUX
brj-23200	70	10	12570	12570	NUM
brj-23200	70	11	mpa	mpa	NOUN
brj-23200	70	12	,	,	PUNCT
brj-23200	70	13	and	and	CCONJ
brj-23200	70	14	the	the	DET
brj-23200	70	15	compression	compression	NOUN
brj-23200	70	16	strength	strength	NOUN
brj-23200	70	17	oriented	orient	VERB
brj-23200	70	18	parallel	parallel	NOUN
brj-23200	70	19	to	to	ADP
brj-23200	70	20	the	the	DET
brj-23200	70	21	grain	grain	NOUN
brj-23200	70	22	direction	direction	NOUN
brj-23200	70	23	was	be	AUX
brj-23200	70	24	measured	measure	VERB
brj-23200	70	25	at	at	ADP
brj-23200	70	26	53.9	53.9	NUM
brj-23200	70	27	mpa	mpa	NOUN
brj-23200	70	28	.	.	PUNCT
brj-23200	71	1	three	three	NUM
brj-23200	71	2	cube	cube	NOUN
brj-23200	71	3	specimens	specimen	NOUN
brj-23200	71	4	with	with	ADP
brj-23200	71	5	dimensions	dimension	NOUN
brj-23200	71	6	of	of	ADP
brj-23200	71	7	150	150	NUM
brj-23200	71	8	mm	mm	NOUN
brj-23200	71	9	×	×	NOUN
brj-23200	71	10	150	150	NUM
brj-23200	71	11	mm	mm	NOUN
brj-23200	71	12	×	×	NOUN
brj-23200	71	13	150	150	NUM
brj-23200	71	14	mm	mm	NOUN
brj-23200	71	15	were	be	AUX
brj-23200	71	16	tested	test	VERB
brj-23200	71	17	to	to	PART
brj-23200	71	18	obtain	obtain	VERB
brj-23200	71	19	the	the	DET
brj-23200	71	20	concrete	concrete	ADJ
brj-23200	71	21	compression	compression	NOUN
brj-23200	71	22	strength	strength	NOUN
brj-23200	71	23	in	in	ADP
brj-23200	71	24	accordance	accordance	NOUN
brj-23200	71	25	4000	4000	NUM
brj-23200	71	26	26×150=3900	26×150=3900	NUM
brj-23200	71	27	50	50	NUM
brj-23200	71	28	50	50	NUM
brj-23200	71	29	4000	4000	NUM
brj-23200	71	30	26×150=3900	26×150=3900	NUM
brj-23200	71	31	50	50	NUM
brj-23200	71	32	50	50	NUM
brj-23200	71	33	2	2	NUM
brj-23200	71	34	0	0	NUM
brj-23200	71	35	0	0	NUM
brj-23200	71	36	8	8	NUM
brj-23200	71	37	0	0	NUM
brj-23200	71	38	1	1	NUM
brj-23200	71	39	0	0	NUM
brj-23200	71	40	0	0	NUM
brj-23200	71	41	3	3	NUM
brj-23200	71	42	0	0	NUM
brj-23200	71	43	3	3	NUM
brj-23200	71	44	0	0	NUM
brj-23200	71	45	4	4	NUM
brj-23200	71	46	0	0	NUM
brj-23200	71	47	side	side	NOUN
brj-23200	71	48	view	view	NOUN
brj-23200	71	49	top	top	ADJ
brj-23200	71	50	view	view	NOUN
brj-23200	71	51	8	8	NUM
brj-23200	71	52	6	6	NUM
brj-23200	71	53	0	0	NUM
brj-23200	71	54	1	1	NUM
brj-23200	71	55	2	2	NUM
brj-23200	71	56	0	0	NUM
brj-23200	71	57	m12	m12	NUM
brj-23200	71	58	peer	peer	NOUN
brj-23200	71	59	-	-	PUNCT
brj-23200	71	60	reviewed	review	VERB
brj-23200	71	61	article	article	NOUN
brj-23200	71	62	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-23200	71	63	du	du	PROPN
brj-23200	71	64	et	et	PROPN
brj-23200	71	65	al	al	PROPN
brj-23200	71	66	.	.	PROPN
brj-23200	72	1	(	(	PUNCT
brj-23200	72	2	2024	2024	NUM
brj-23200	72	3	)	)	PUNCT
brj-23200	72	4	.	.	PUNCT
brj-23200	73	1	“	"	PUNCT
brj-23200	73	2	bending	bend	VERB
brj-23200	73	3	of	of	ADP
brj-23200	73	4	composite	composite	ADJ
brj-23200	73	5	slab	slab	NOUN
brj-23200	73	6	,	,	PUNCT
brj-23200	73	7	”	"	PUNCT
brj-23200	73	8	bioresources	bioresource	NOUN
brj-23200	73	9	19(1	19(1	NUM
brj-23200	73	10	)	)	PUNCT
brj-23200	73	11	,	,	PUNCT
brj-23200	73	12	1558	1558	NUM
brj-23200	73	13	-	-	SYM
brj-23200	73	14	1570	1570	NUM
brj-23200	73	15	.	.	PUNCT
brj-23200	74	1	1561	1561	NUM
brj-23200	74	2	with	with	ADP
brj-23200	74	3	gb	gb	PROPN
brj-23200	74	4	/	/	SYM
brj-23200	74	5	t	t	NOUN
brj-23200	74	6	50329	50329	NUM
brj-23200	74	7	(	(	PUNCT
brj-23200	74	8	2002	2002	NUM
brj-23200	74	9	)	)	PUNCT
brj-23200	74	10	.	.	PUNCT
brj-23200	75	1	the	the	DET
brj-23200	75	2	average	average	ADJ
brj-23200	75	3	axial	axial	ADJ
brj-23200	75	4	compression	compression	NOUN
brj-23200	75	5	strength	strength	NOUN
brj-23200	75	6	of	of	ADP
brj-23200	75	7	the	the	DET
brj-23200	75	8	concrete	concrete	NOUN
brj-23200	75	9	was	be	AUX
brj-23200	75	10	27.3	27.3	NUM
brj-23200	75	11	mpa	mpa	NOUN
brj-23200	75	12	.	.	PUNCT
brj-23200	76	1	the	the	DET
brj-23200	76	2	lag	lag	NOUN
brj-23200	76	3	screws	screw	NOUN
brj-23200	76	4	used	use	VERB
brj-23200	76	5	in	in	ADP
brj-23200	76	6	the	the	DET
brj-23200	76	7	composite	composite	ADJ
brj-23200	76	8	slab	slab	NOUN
brj-23200	76	9	exhibited	exhibit	VERB
brj-23200	76	10	a	a	DET
brj-23200	76	11	mean	mean	ADJ
brj-23200	76	12	yield	yield	NOUN
brj-23200	76	13	strength	strength	NOUN
brj-23200	76	14	of	of	ADP
brj-23200	76	15	370	370	NUM
brj-23200	76	16	mpa	mpa	NOUN
brj-23200	76	17	and	and	CCONJ
brj-23200	76	18	an	an	DET
brj-23200	76	19	ultimate	ultimate	ADJ
brj-23200	76	20	tension	tension	NOUN
brj-23200	76	21	strength	strength	NOUN
brj-23200	76	22	of	of	ADP
brj-23200	76	23	463	463	NUM
brj-23200	76	24	mpa	mpa	NOUN
brj-23200	76	25	.	.	PUNCT
brj-23200	77	1	the	the	DET
brj-23200	77	2	shear	shear	NOUN
brj-23200	77	3	strength	strength	NOUN
brj-23200	77	4	and	and	CCONJ
brj-23200	77	5	slip	slip	VERB
brj-23200	77	6	modulus	modulus	NOUN
brj-23200	77	7	of	of	ADP
brj-23200	77	8	one	one	NUM
brj-23200	77	9	pair	pair	NOUN
brj-23200	77	10	of	of	ADP
brj-23200	77	11	screw	screw	ADJ
brj-23200	77	12	fasteners	fastener	NOUN
brj-23200	77	13	were	be	AUX
brj-23200	77	14	40.8	40.8	NUM
brj-23200	77	15	kn	kn	NOUN
brj-23200	77	16	and	and	CCONJ
brj-23200	77	17	10.6	10.6	NUM
brj-23200	77	18	kn	kn	PROPN
brj-23200	77	19	/	/	SYM
brj-23200	77	20	mm	mm	PROPN
brj-23200	77	21	.	.	PUNCT
brj-23200	78	1	bending	bend	VERB
brj-23200	78	2	test	test	NOUN
brj-23200	78	3	setup	setup	NOUN
brj-23200	78	4	the	the	DET
brj-23200	78	5	composite	composite	ADJ
brj-23200	78	6	slab	slab	NOUN
brj-23200	78	7	was	be	AUX
brj-23200	78	8	supported	support	VERB
brj-23200	78	9	as	as	ADP
brj-23200	78	10	a	a	DET
brj-23200	78	11	simply	simply	ADV
brj-23200	78	12	supported	support	VERB
brj-23200	78	13	beam	beam	NOUN
brj-23200	78	14	with	with	ADP
brj-23200	78	15	a	a	DET
brj-23200	78	16	span	span	NOUN
brj-23200	78	17	of	of	ADP
brj-23200	78	18	3800	3800	NUM
brj-23200	78	19	mm	mm	NOUN
brj-23200	78	20	.	.	PUNCT
brj-23200	79	1	to	to	PART
brj-23200	79	2	apply	apply	VERB
brj-23200	79	3	static	static	ADJ
brj-23200	79	4	loading	loading	NOUN
brj-23200	79	5	,	,	PUNCT
brj-23200	79	6	a	a	DET
brj-23200	79	7	hydraulic	hydraulic	ADJ
brj-23200	79	8	jack	jack	NOUN
brj-23200	79	9	was	be	AUX
brj-23200	79	10	used	use	VERB
brj-23200	79	11	along	along	ADP
brj-23200	79	12	with	with	ADP
brj-23200	79	13	four	four	NUM
brj-23200	79	14	-	-	PUNCT
brj-23200	79	15	stage	stage	NOUN
brj-23200	79	16	distribution	distribution	NOUN
brj-23200	79	17	beams	beam	NOUN
brj-23200	79	18	.	.	PUNCT
brj-23200	80	1	the	the	DET
brj-23200	80	2	equivalent	equivalent	ADJ
brj-23200	80	3	concentrated	concentrated	ADJ
brj-23200	80	4	loads	load	NOUN
brj-23200	80	5	were	be	AUX
brj-23200	80	6	administered	administer	VERB
brj-23200	80	7	to	to	PART
brj-23200	80	8	emulate	emulate	VERB
brj-23200	80	9	uniformly	uniformly	ADV
brj-23200	80	10	distributed	distribute	VERB
brj-23200	80	11	loads	load	NOUN
brj-23200	80	12	across	across	ADP
brj-23200	80	13	the	the	DET
brj-23200	80	14	slab	slab	NOUN
brj-23200	80	15	(	(	PUNCT
brj-23200	80	16	fig	fig	NOUN
brj-23200	80	17	.	.	PUNCT
brj-23200	81	1	2	2	NUM
brj-23200	81	2	)	)	PUNCT
brj-23200	81	3	.	.	PUNCT
brj-23200	82	1	the	the	DET
brj-23200	82	2	distribution	distribution	NOUN
brj-23200	82	3	beams	beam	NOUN
brj-23200	82	4	were	be	AUX
brj-23200	82	5	connected	connect	VERB
brj-23200	82	6	with	with	ADP
brj-23200	82	7	hinged	hinge	VERB
brj-23200	82	8	supports	support	NOUN
brj-23200	82	9	to	to	PART
brj-23200	82	10	ensure	ensure	VERB
brj-23200	82	11	a	a	DET
brj-23200	82	12	stable	stable	ADJ
brj-23200	82	13	contact	contact	NOUN
brj-23200	82	14	surface	surface	NOUN
brj-23200	82	15	.	.	PUNCT
brj-23200	83	1	the	the	DET
brj-23200	83	2	self	self	NOUN
brj-23200	83	3	-	-	PUNCT
brj-23200	83	4	weight	weight	NOUN
brj-23200	83	5	of	of	ADP
brj-23200	83	6	the	the	DET
brj-23200	83	7	loading	loading	NOUN
brj-23200	83	8	devices	device	NOUN
brj-23200	83	9	,	,	PUNCT
brj-23200	83	10	jacks	jack	NOUN
brj-23200	83	11	and	and	CCONJ
brj-23200	83	12	other	other	ADJ
brj-23200	83	13	loading	loading	NOUN
brj-23200	83	14	equipment	equipment	NOUN
brj-23200	83	15	served	serve	VERB
brj-23200	83	16	as	as	ADP
brj-23200	83	17	the	the	DET
brj-23200	83	18	first	first	ADJ
brj-23200	83	19	level	level	NOUN
brj-23200	83	20	load	load	NOUN
brj-23200	83	21	.	.	PUNCT
brj-23200	84	1	the	the	DET
brj-23200	84	2	composite	composite	ADJ
brj-23200	84	3	slab	slab	NOUN
brj-23200	84	4	was	be	AUX
brj-23200	84	5	preloaded	preloade	VERB
brj-23200	84	6	to	to	PART
brj-23200	84	7	test	test	VERB
brj-23200	84	8	the	the	DET
brj-23200	84	9	loading	loading	NOUN
brj-23200	84	10	device	device	NOUN
brj-23200	84	11	and	and	CCONJ
brj-23200	84	12	measurement	measurement	NOUN
brj-23200	84	13	system	system	NOUN
brj-23200	84	14	.	.	PUNCT
brj-23200	85	1	the	the	DET
brj-23200	85	2	loads	load	NOUN
brj-23200	85	3	were	be	AUX
brj-23200	85	4	gradually	gradually	ADV
brj-23200	85	5	elevated	elevate	VERB
brj-23200	85	6	to	to	ADP
brj-23200	85	7	5	5	NUM
brj-23200	85	8	%	%	NOUN
brj-23200	85	9	of	of	ADP
brj-23200	85	10	the	the	DET
brj-23200	85	11	anticipated	anticipate	VERB
brj-23200	85	12	maximum	maximum	ADJ
brj-23200	85	13	load	load	NOUN
brj-23200	85	14	at	at	ADP
brj-23200	85	15	a	a	DET
brj-23200	85	16	speed	speed	NOUN
brj-23200	85	17	of	of	ADP
brj-23200	85	18	0.5	0.5	NUM
brj-23200	85	19	kn	kn	PROPN
brj-23200	85	20	/	/	SYM
brj-23200	85	21	s	s	PROPN
brj-23200	85	22	,	,	PUNCT
brj-23200	85	23	followed	follow	VERB
brj-23200	85	24	by	by	ADP
brj-23200	85	25	a	a	DET
brj-23200	85	26	release	release	NOUN
brj-23200	85	27	.	.	PUNCT
brj-23200	86	1	subsequently	subsequently	ADV
brj-23200	86	2	,	,	PUNCT
brj-23200	86	3	the	the	DET
brj-23200	86	4	loads	load	NOUN
brj-23200	86	5	were	be	AUX
brj-23200	86	6	ratcheted	ratchet	VERB
brj-23200	86	7	up	up	ADP
brj-23200	86	8	in	in	ADP
brj-23200	86	9	steps	step	NOUN
brj-23200	86	10	to	to	PART
brj-23200	86	11	90	90	NUM
brj-23200	86	12	%	%	NOUN
brj-23200	86	13	of	of	ADP
brj-23200	86	14	the	the	DET
brj-23200	86	15	anticipated	anticipate	VERB
brj-23200	86	16	maximum	maximum	ADJ
brj-23200	86	17	load	load	NOUN
brj-23200	86	18	,	,	PUNCT
brj-23200	86	19	with	with	ADP
brj-23200	86	20	each	each	DET
brj-23200	86	21	step	step	NOUN
brj-23200	86	22	increasing	increase	VERB
brj-23200	86	23	by	by	ADP
brj-23200	86	24	25	25	NUM
brj-23200	86	25	kn	kn	PROPN
brj-23200	86	26	.	.	PUNCT
brj-23200	87	1	during	during	ADP
brj-23200	87	2	this	this	DET
brj-23200	87	3	process	process	NOUN
brj-23200	87	4	,	,	PUNCT
brj-23200	87	5	crack	crack	VERB
brj-23200	87	6	patterns	pattern	NOUN
brj-23200	87	7	,	,	PUNCT
brj-23200	87	8	strain	strain	NOUN
brj-23200	87	9	and	and	CCONJ
brj-23200	87	10	deflection	deflection	NOUN
brj-23200	87	11	data	datum	NOUN
brj-23200	87	12	of	of	ADP
brj-23200	87	13	the	the	DET
brj-23200	87	14	composite	composite	ADJ
brj-23200	87	15	slab	slab	NOUN
brj-23200	87	16	were	be	AUX
brj-23200	87	17	carefully	carefully	ADV
brj-23200	87	18	observed	observe	VERB
brj-23200	87	19	and	and	CCONJ
brj-23200	87	20	recorded	record	VERB
brj-23200	87	21	.	.	PUNCT
brj-23200	88	1	finally	finally	ADV
brj-23200	88	2	,	,	PUNCT
brj-23200	88	3	the	the	DET
brj-23200	88	4	load	load	NOUN
brj-23200	88	5	was	be	AUX
brj-23200	88	6	further	far	ADV
brj-23200	88	7	increased	increase	VERB
brj-23200	88	8	using	use	VERB
brj-23200	88	9	the	the	DET
brj-23200	88	10	displacement	displacement	ADJ
brj-23200	88	11	control	control	NOUN
brj-23200	88	12	method	method	NOUN
brj-23200	88	13	until	until	SCONJ
brj-23200	88	14	the	the	DET
brj-23200	88	15	composite	composite	ADJ
brj-23200	88	16	slab	slab	NOUN
brj-23200	88	17	reached	reach	VERB
brj-23200	88	18	its	its	PRON
brj-23200	88	19	ultimate	ultimate	ADJ
brj-23200	88	20	limit	limit	NOUN
brj-23200	88	21	and	and	CCONJ
brj-23200	88	22	was	be	AUX
brj-23200	88	23	damaged	damage	VERB
brj-23200	88	24	.	.	PUNCT
brj-23200	89	1	fig	fig	NOUN
brj-23200	89	2	.	.	PUNCT
brj-23200	90	1	2	2	X
brj-23200	90	2	.	.	X
brj-23200	90	3	bending	bend	VERB
brj-23200	90	4	test	test	NOUN
brj-23200	90	5	of	of	ADP
brj-23200	90	6	the	the	DET
brj-23200	90	7	composite	composite	ADJ
brj-23200	90	8	slab	slab	NOUN
brj-23200	90	9	figure	figure	NOUN
brj-23200	90	10	3	3	NUM
brj-23200	90	11	illustrates	illustrate	VERB
brj-23200	90	12	the	the	DET
brj-23200	90	13	configuration	configuration	NOUN
brj-23200	90	14	of	of	ADP
brj-23200	90	15	the	the	DET
brj-23200	90	16	displacement	displacement	ADJ
brj-23200	90	17	transducers	transducer	NOUN
brj-23200	90	18	and	and	CCONJ
brj-23200	90	19	foil	foil	NOUN
brj-23200	90	20	strain	strain	NOUN
brj-23200	90	21	gauges	gauge	NOUN
brj-23200	90	22	used	use	VERB
brj-23200	90	23	in	in	ADP
brj-23200	90	24	the	the	DET
brj-23200	90	25	bending	bend	VERB
brj-23200	90	26	test	test	NOUN
brj-23200	90	27	of	of	ADP
brj-23200	90	28	the	the	DET
brj-23200	90	29	composite	composite	ADJ
brj-23200	90	30	slab	slab	NOUN
brj-23200	90	31	.	.	PUNCT
brj-23200	91	1	the	the	DET
brj-23200	91	2	placement	placement	NOUN
brj-23200	91	3	of	of	ADP
brj-23200	91	4	these	these	DET
brj-23200	91	5	measurement	measurement	NOUN
brj-23200	91	6	devices	device	NOUN
brj-23200	91	7	was	be	AUX
brj-23200	91	8	strategically	strategically	ADV
brj-23200	91	9	chosen	choose	VERB
brj-23200	91	10	to	to	PART
brj-23200	91	11	capture	capture	VERB
brj-23200	91	12	various	various	ADJ
brj-23200	91	13	deformation	deformation	NOUN
brj-23200	91	14	and	and	CCONJ
brj-23200	91	15	strain	strain	NOUN
brj-23200	91	16	parameters	parameter	NOUN
brj-23200	91	17	.	.	PUNCT
brj-23200	92	1	the	the	DET
brj-23200	92	2	displacement	displacement	ADJ
brj-23200	92	3	gauge	gauge	NOUN
brj-23200	92	4	was	be	AUX
brj-23200	92	5	deployed	deploy	VERB
brj-23200	92	6	at	at	ADP
brj-23200	92	7	the	the	DET
brj-23200	92	8	mid	mid	NOUN
brj-23200	92	9	-	-	NOUN
brj-23200	92	10	span	span	NOUN
brj-23200	92	11	and	and	CCONJ
brj-23200	92	12	loading	loading	NOUN
brj-23200	92	13	point	point	NOUN
brj-23200	92	14	of	of	ADP
brj-23200	92	15	both	both	CCONJ
brj-23200	92	16	middle	middle	ADJ
brj-23200	92	17	beam	beam	NOUN
brj-23200	92	18	and	and	CCONJ
brj-23200	92	19	side	side	NOUN
brj-23200	92	20	beam	beam	NOUN
brj-23200	92	21	.	.	PUNCT
brj-23200	93	1	this	this	PRON
brj-23200	93	2	allowed	allow	VERB
brj-23200	93	3	for	for	ADP
brj-23200	93	4	the	the	DET
brj-23200	93	5	measurement	measurement	NOUN
brj-23200	93	6	of	of	ADP
brj-23200	93	7	displacements	displacement	NOUN
brj-23200	93	8	at	at	ADP
brj-23200	93	9	these	these	DET
brj-23200	93	10	critical	critical	ADJ
brj-23200	93	11	locations	location	NOUN
brj-23200	93	12	under	under	ADP
brj-23200	93	13	load	load	NOUN
brj-23200	93	14	.	.	PUNCT
brj-23200	94	1	additionally	additionally	ADV
brj-23200	94	2	,	,	PUNCT
brj-23200	94	3	the	the	DET
brj-23200	94	4	displacement	displacement	NOUN
brj-23200	94	5	gauges	gauge	NOUN
brj-23200	94	6	were	be	AUX
brj-23200	94	7	positioned	position	VERB
brj-23200	94	8	at	at	ADP
brj-23200	94	9	the	the	DET
brj-23200	94	10	supports	support	NOUN
brj-23200	94	11	of	of	ADP
brj-23200	94	12	the	the	DET
brj-23200	94	13	composite	composite	ADJ
brj-23200	94	14	slab	slab	NOUN
brj-23200	94	15	to	to	PART
brj-23200	94	16	obtain	obtain	VERB
brj-23200	94	17	settlement	settlement	NOUN
brj-23200	94	18	displacements	displacement	NOUN
brj-23200	94	19	,	,	PUNCT
brj-23200	94	20	which	which	PRON
brj-23200	94	21	were	be	AUX
brj-23200	94	22	used	use	VERB
brj-23200	94	23	to	to	PART
brj-23200	94	24	correct	correct	VERB
brj-23200	94	25	the	the	DET
brj-23200	94	26	measured	measured	ADJ
brj-23200	94	27	values	value	NOUN
brj-23200	94	28	of	of	ADP
brj-23200	94	29	mid	mid	ADJ
brj-23200	94	30	-	-	ADJ
brj-23200	94	31	span	span	NOUN
brj-23200	94	32	deflection	deflection	NOUN
brj-23200	94	33	.	.	PUNCT
brj-23200	95	1	the	the	DET
brj-23200	95	2	strain	strain	NOUN
brj-23200	95	3	gauges	gauge	NOUN
brj-23200	95	4	were	be	AUX
brj-23200	95	5	arranged	arrange	VERB
brj-23200	95	6	at	at	ADP
brj-23200	95	7	the	the	DET
brj-23200	95	8	top	top	ADJ
brj-23200	95	9	surface	surface	NOUN
brj-23200	95	10	of	of	ADP
brj-23200	95	11	the	the	DET
brj-23200	95	12	concrete	concrete	ADJ
brj-23200	95	13	slab	slab	NOUN
brj-23200	95	14	in	in	ADP
brj-23200	95	15	the	the	DET
brj-23200	95	16	longitudinal	longitudinal	ADJ
brj-23200	95	17	direction	direction	NOUN
brj-23200	95	18	to	to	PART
brj-23200	95	19	determine	determine	VERB
brj-23200	95	20	the	the	DET
brj-23200	95	21	strain	strain	ADJ
brj-23200	95	22	distribution	distribution	NOUN
brj-23200	95	23	and	and	CCONJ
brj-23200	95	24	effective	effective	ADJ
brj-23200	95	25	width	width	NOUN
brj-23200	95	26	of	of	ADP
brj-23200	95	27	the	the	DET
brj-23200	95	28	concrete	concrete	ADJ
brj-23200	95	29	slab	slab	NOUN
brj-23200	95	30	.	.	PUNCT
brj-23200	96	1	to	to	PART
brj-23200	96	2	measure	measure	VERB
brj-23200	96	3	the	the	DET
brj-23200	96	4	cross	cross	ADJ
brj-23200	96	5	-	-	ADJ
brj-23200	96	6	section	section	ADJ
brj-23200	96	7	strain	strain	NOUN
brj-23200	96	8	distribution	distribution	NOUN
brj-23200	96	9	of	of	ADP
brj-23200	96	10	the	the	DET
brj-23200	96	11	wood	wood	NOUN
brj-23200	96	12	beams	beam	NOUN
brj-23200	96	13	,	,	PUNCT
brj-23200	96	14	strain	strain	NOUN
brj-23200	96	15	gauge	gauge	NOUN
brj-23200	96	16	was	be	AUX
brj-23200	96	17	strategically	strategically	ADV
brj-23200	96	18	positioned	position	VERB
brj-23200	96	19	along	along	ADP
brj-23200	96	20	the	the	DET
brj-23200	96	21	vertical	vertical	ADJ
brj-23200	96	22	axis	axis	NOUN
brj-23200	96	23	at	at	ADP
brj-23200	96	24	both	both	CCONJ
brj-23200	96	25	the	the	DET
brj-23200	96	26	mid	mid	NOUN
brj-23200	96	27	-	-	NOUN
brj-23200	96	28	span	span	NOUN
brj-23200	96	29	and	and	CCONJ
brj-23200	96	30	quarter	quarter	NOUN
brj-23200	96	31	-	-	PUNCT
brj-23200	96	32	span	span	NOUN
brj-23200	96	33	locations	location	NOUN
brj-23200	96	34	of	of	ADP
brj-23200	96	35	the	the	DET
brj-23200	96	36	beams	beam	NOUN
brj-23200	96	37	.	.	PUNCT
brj-23200	97	1	this	this	PRON
brj-23200	97	2	enabled	enable	VERB
brj-23200	97	3	the	the	DET
brj-23200	97	4	evaluation	evaluation	NOUN
brj-23200	97	5	of	of	ADP
brj-23200	97	6	strain	strain	ADJ
brj-23200	97	7	distribution	distribution	NOUN
brj-23200	97	8	across	across	ADP
brj-23200	97	9	the	the	DET
brj-23200	97	10	composite	composite	ADJ
brj-23200	97	11	cross	cross	NOUN
brj-23200	97	12	-	-	NOUN
brj-23200	97	13	section	section	NOUN
brj-23200	97	14	.	.	PUNCT
brj-23200	98	1	load	load	NOUN
brj-23200	98	2	distribution	distribution	NOUN
brj-23200	98	3	beam	beam	NOUN
brj-23200	98	4	system	system	NOUN
brj-23200	98	5	composite	composite	ADJ
brj-23200	98	6	floor	floor	NOUN
brj-23200	98	7	100	100	NUM
brj-23200	98	8	100950475	100950475	NUM
brj-23200	98	9	950	950	NUM
brj-23200	98	10	475950	475950	NUM
brj-23200	98	11	hydraulic	hydraulic	ADJ
brj-23200	98	12	jack	jack	NOUN
brj-23200	98	13	load	load	NOUN
brj-23200	98	14	cell	cell	NOUN
brj-23200	98	15	3800	3800	NUM
brj-23200	98	16	peer	peer	NOUN
brj-23200	98	17	-	-	PUNCT
brj-23200	98	18	reviewed	review	VERB
brj-23200	98	19	article	article	NOUN
brj-23200	98	20	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-23200	98	21	du	du	PROPN
brj-23200	98	22	et	et	PROPN
brj-23200	98	23	al	al	PROPN
brj-23200	98	24	.	.	PROPN
brj-23200	99	1	(	(	PUNCT
brj-23200	99	2	2024	2024	NUM
brj-23200	99	3	)	)	PUNCT
brj-23200	99	4	.	.	PUNCT
brj-23200	100	1	“	"	PUNCT
brj-23200	100	2	bending	bend	VERB
brj-23200	100	3	of	of	ADP
brj-23200	100	4	composite	composite	ADJ
brj-23200	100	5	slab	slab	NOUN
brj-23200	100	6	,	,	PUNCT
brj-23200	100	7	”	"	PUNCT
brj-23200	100	8	bioresources	bioresource	NOUN
brj-23200	100	9	19(1	19(1	NUM
brj-23200	100	10	)	)	PUNCT
brj-23200	100	11	,	,	PUNCT
brj-23200	100	12	1558	1558	NUM
brj-23200	100	13	-	-	SYM
brj-23200	100	14	1570	1570	NUM
brj-23200	100	15	.	.	PUNCT
brj-23200	100	16	1562	1562	NUM
brj-23200	100	17	(	(	PUNCT
brj-23200	100	18	a	a	NOUN
brj-23200	100	19	)	)	PUNCT
brj-23200	100	20	(	(	PUNCT
brj-23200	100	21	b	b	X
brj-23200	100	22	)	)	PUNCT
brj-23200	100	23	fig	fig	NOUN
brj-23200	100	24	.	.	PUNCT
brj-23200	101	1	3	3	X
brj-23200	101	2	.	.	X
brj-23200	101	3	configuration	configuration	NOUN
brj-23200	101	4	of	of	ADP
brj-23200	101	5	the	the	DET
brj-23200	101	6	displacement	displacement	ADJ
brj-23200	101	7	transducers	transducer	NOUN
brj-23200	101	8	and	and	CCONJ
brj-23200	101	9	foil	foil	NOUN
brj-23200	101	10	strain	strain	NOUN
brj-23200	101	11	gauges	gauge	NOUN
brj-23200	101	12	:	:	PUNCT
brj-23200	101	13	(	(	PUNCT
brj-23200	101	14	a	a	X
brj-23200	101	15	)	)	PUNCT
brj-23200	101	16	arrangement	arrangement	NOUN
brj-23200	101	17	of	of	ADP
brj-23200	101	18	displacement	displacement	ADJ
brj-23200	101	19	transducers	transducer	NOUN
brj-23200	101	20	;	;	PUNCT
brj-23200	101	21	(	(	PUNCT
brj-23200	101	22	b	b	X
brj-23200	101	23	)	)	PUNCT
brj-23200	101	24	configuration	configuration	NOUN
brj-23200	101	25	of	of	ADP
brj-23200	101	26	strain	strain	NOUN
brj-23200	101	27	gauges	gauge	NOUN
brj-23200	101	28	results	result	NOUN
brj-23200	101	29	and	and	CCONJ
brj-23200	101	30	discussion	discussion	NOUN
brj-23200	101	31	bending	bend	VERB
brj-23200	101	32	behavior	behavior	NOUN
brj-23200	101	33	and	and	CCONJ
brj-23200	101	34	failure	failure	NOUN
brj-23200	101	35	mechanism	mechanism	NOUN
brj-23200	101	36	in	in	ADP
brj-23200	101	37	the	the	DET
brj-23200	101	38	early	early	ADJ
brj-23200	101	39	phase	phase	NOUN
brj-23200	101	40	of	of	ADP
brj-23200	101	41	loading	loading	NOUN
brj-23200	101	42	,	,	PUNCT
brj-23200	101	43	the	the	DET
brj-23200	101	44	composite	composite	ADJ
brj-23200	101	45	slab	slab	NOUN
brj-23200	101	46	demonstrated	demonstrate	VERB
brj-23200	101	47	commendable	commendable	ADJ
brj-23200	101	48	overall	overall	ADJ
brj-23200	101	49	performance	performance	NOUN
brj-23200	101	50	,	,	PUNCT
brj-23200	101	51	characterized	characterize	VERB
brj-23200	101	52	by	by	ADP
brj-23200	101	53	negligible	negligible	ADJ
brj-23200	101	54	interfacial	interfacial	ADJ
brj-23200	101	55	slip	slip	NOUN
brj-23200	101	56	and	and	CCONJ
brj-23200	101	57	lifting	lift	VERB
brj-23200	101	58	displacement	displacement	NOUN
brj-23200	101	59	between	between	ADP
brj-23200	101	60	the	the	DET
brj-23200	101	61	concrete	concrete	ADJ
brj-23200	101	62	slab	slab	NOUN
brj-23200	101	63	and	and	CCONJ
brj-23200	101	64	the	the	DET
brj-23200	101	65	wood	wood	NOUN
brj-23200	101	66	beams	beam	NOUN
brj-23200	101	67	.	.	PUNCT
brj-23200	102	1	nonetheless	nonetheless	ADV
brj-23200	102	2	,	,	PUNCT
brj-23200	102	3	with	with	ADP
brj-23200	102	4	the	the	DET
brj-23200	102	5	escalation	escalation	NOUN
brj-23200	102	6	of	of	ADP
brj-23200	102	7	the	the	DET
brj-23200	102	8	applied	apply	VERB
brj-23200	102	9	loads	load	NOUN
brj-23200	102	10	,	,	PUNCT
brj-23200	102	11	some	some	DET
brj-23200	102	12	cracks	crack	NOUN
brj-23200	102	13	and	and	CCONJ
brj-23200	102	14	damage	damage	NOUN
brj-23200	102	15	became	become	VERB
brj-23200	102	16	manifest	manifest	ADJ
brj-23200	102	17	.	.	PUNCT
brj-23200	103	1	when	when	SCONJ
brj-23200	103	2	the	the	DET
brj-23200	103	3	load	load	NOUN
brj-23200	103	4	reached	reach	VERB
brj-23200	103	5	190	190	NUM
brj-23200	103	6	kn	kn	PROPN
brj-23200	103	7	,	,	PUNCT
brj-23200	103	8	diagonal	diagonal	ADJ
brj-23200	103	9	cracks	crack	NOUN
brj-23200	103	10	appeared	appear	VERB
brj-23200	103	11	in	in	ADP
brj-23200	103	12	the	the	DET
brj-23200	103	13	wood	wood	NOUN
brj-23200	103	14	beam	beam	NOUN
brj-23200	103	15	at	at	ADP
brj-23200	103	16	the	the	DET
brj-23200	103	17	support	support	NOUN
brj-23200	103	18	position	position	NOUN
brj-23200	103	19	under	under	ADP
brj-23200	103	20	the	the	DET
brj-23200	103	21	shear	shear	NOUN
brj-23200	103	22	stresses	stress	NOUN
brj-23200	103	23	(	(	PUNCT
brj-23200	103	24	fig	fig	NOUN
brj-23200	103	25	.	.	PUNCT
brj-23200	104	1	4a	4a	NUM
brj-23200	104	2	)	)	PUNCT
brj-23200	104	3	.	.	PUNCT
brj-23200	105	1	these	these	DET
brj-23200	105	2	cracks	crack	NOUN
brj-23200	105	3	resulted	result	VERB
brj-23200	105	4	from	from	ADP
brj-23200	105	5	the	the	DET
brj-23200	105	6	development	development	NOUN
brj-23200	105	7	of	of	ADP
brj-23200	105	8	tension	tension	NOUN
brj-23200	105	9	stresses	stress	NOUN
brj-23200	105	10	.	.	PUNCT
brj-23200	106	1	when	when	SCONJ
brj-23200	106	2	the	the	DET
brj-23200	106	3	load	load	NOUN
brj-23200	106	4	increased	increase	VERB
brj-23200	106	5	to	to	ADP
brj-23200	106	6	222	222	NUM
brj-23200	106	7	kn	kn	PROPN
brj-23200	106	8	,	,	PUNCT
brj-23200	106	9	longitudinal	longitudinal	ADJ
brj-23200	106	10	cracks	crack	NOUN
brj-23200	106	11	were	be	AUX
brj-23200	106	12	observed	observe	VERB
brj-23200	106	13	along	along	ADP
brj-23200	106	14	the	the	DET
brj-23200	106	15	span	span	NOUN
brj-23200	106	16	direction	direction	NOUN
brj-23200	106	17	of	of	ADP
brj-23200	106	18	the	the	DET
brj-23200	106	19	side	side	NOUN
brj-23200	106	20	beam	beam	NOUN
brj-23200	106	21	(	(	PUNCT
brj-23200	106	22	fig	fig	NOUN
brj-23200	106	23	.	.	PUNCT
brj-23200	107	1	4b	4b	PROPN
brj-23200	107	2	)	)	PUNCT
brj-23200	107	3	.	.	PUNCT
brj-23200	108	1	the	the	DET
brj-23200	108	2	incidence	incidence	NOUN
brj-23200	108	3	of	of	ADP
brj-23200	108	4	transverse	transverse	NOUN
brj-23200	108	5	cracks	crack	NOUN
brj-23200	108	6	within	within	ADP
brj-23200	108	7	the	the	DET
brj-23200	108	8	concrete	concrete	ADJ
brj-23200	108	9	slab	slab	NOUN
brj-23200	108	10	escalated	escalate	VERB
brj-23200	108	11	and	and	CCONJ
brj-23200	108	12	propagated	propagate	VERB
brj-23200	108	13	with	with	ADP
brj-23200	108	14	the	the	DET
brj-23200	108	15	ongoing	ongoing	ADJ
brj-23200	108	16	augmentation	augmentation	NOUN
brj-23200	108	17	of	of	ADP
brj-23200	108	18	load	load	NOUN
brj-23200	108	19	.	.	PUNCT
brj-23200	109	1	upon	upon	SCONJ
brj-23200	109	2	reaching	reach	VERB
brj-23200	109	3	a	a	DET
brj-23200	109	4	load	load	NOUN
brj-23200	109	5	of	of	ADP
brj-23200	109	6	341	341	NUM
brj-23200	109	7	kn	kn	PROPN
brj-23200	109	8	,	,	PUNCT
brj-23200	109	9	a	a	DET
brj-23200	109	10	discernible	discernible	ADJ
brj-23200	109	11	tearing	tear	VERB
brj-23200	109	12	sound	sound	NOUN
brj-23200	109	13	emanated	emanate	VERB
brj-23200	109	14	,	,	PUNCT
brj-23200	109	15	signifying	signify	VERB
brj-23200	109	16	substantial	substantial	ADJ
brj-23200	109	17	damage	damage	NOUN
brj-23200	109	18	to	to	ADP
brj-23200	109	19	the	the	DET
brj-23200	109	20	wood	wood	NOUN
brj-23200	109	21	beams	beam	NOUN
brj-23200	109	22	.	.	PUNCT
brj-23200	110	1	an	an	DET
brj-23200	110	2	evident	evident	ADJ
brj-23200	110	3	interface	interface	NOUN
brj-23200	110	4	separation	separation	NOUN
brj-23200	110	5	materialized	materialize	VERB
brj-23200	110	6	between	between	ADP
brj-23200	110	7	the	the	DET
brj-23200	110	8	wood	wood	NOUN
brj-23200	110	9	members	member	NOUN
brj-23200	110	10	and	and	CCONJ
brj-23200	110	11	the	the	DET
brj-23200	110	12	concrete	concrete	ADJ
brj-23200	110	13	slab	slab	NOUN
brj-23200	110	14	towards	towards	ADP
brj-23200	110	15	the	the	DET
brj-23200	110	16	extremity	extremity	NOUN
brj-23200	110	17	of	of	ADP
brj-23200	110	18	the	the	DET
brj-23200	110	19	composite	composite	ADJ
brj-23200	110	20	slab	slab	NOUN
brj-23200	110	21	.	.	PUNCT
brj-23200	111	1	when	when	SCONJ
brj-23200	111	2	the	the	DET
brj-23200	111	3	applied	apply	VERB
brj-23200	111	4	load	load	NOUN
brj-23200	111	5	reached	reach	VERB
brj-23200	111	6	498.7	498.7	NUM
brj-23200	111	7	kn	kn	PROPN
brj-23200	111	8	,	,	PUNCT
brj-23200	111	9	a	a	DET
brj-23200	111	10	brittle	brittle	ADJ
brj-23200	111	11	failure	failure	NOUN
brj-23200	111	12	occurred	occur	VERB
brj-23200	111	13	in	in	ADP
brj-23200	111	14	the	the	DET
brj-23200	111	15	wood	wood	NOUN
brj-23200	111	16	-	-	PUNCT
brj-23200	111	17	concrete	concrete	ADJ
brj-23200	111	18	composite	composite	ADJ
brj-23200	111	19	slab	slab	NOUN
brj-23200	111	20	.	.	PUNCT
brj-23200	112	1	the	the	DET
brj-23200	112	2	wood	wood	NOUN
brj-23200	112	3	beam	beam	NOUN
brj-23200	112	4	experienced	experience	VERB
brj-23200	112	5	tension	tension	NOUN
brj-23200	112	6	failure	failure	NOUN
brj-23200	112	7	,	,	PUNCT
brj-23200	112	8	resulting	result	VERB
brj-23200	112	9	in	in	ADP
brj-23200	112	10	a	a	DET
brj-23200	112	11	through	through	ADP
brj-23200	112	12	crack	crack	NOUN
brj-23200	112	13	(	(	PUNCT
brj-23200	112	14	fig	fig	NOUN
brj-23200	112	15	.	.	PUNCT
brj-23200	113	1	4c	4c	NOUN
brj-23200	113	2	)	)	PUNCT
brj-23200	113	3	.	.	PUNCT
brj-23200	114	1	additionally	additionally	ADV
brj-23200	114	2	,	,	PUNCT
brj-23200	114	3	transverse	transverse	NOUN
brj-23200	114	4	cracks	crack	NOUN
brj-23200	114	5	were	be	AUX
brj-23200	114	6	100	100	NUM
brj-23200	114	7	100950475	100950475	NUM
brj-23200	114	8	475	475	NUM
brj-23200	114	9	950	950	NUM
brj-23200	114	10	475475	475475	NUM
brj-23200	114	11	600	600	NUM
brj-23200	114	12	600	600	NUM
brj-23200	114	13	600	600	NUM
brj-23200	114	14	d1	d1	NOUN
brj-23200	114	15	d2	d2	PROPN
brj-23200	114	16	d3	d3	PROPN
brj-23200	114	17	d4	d4	PROPN
brj-23200	114	18	d7	d7	PROPN
brj-23200	114	19	d8	d8	PROPN
brj-23200	114	20	d9	d9	PROPN
brj-23200	114	21	d10	d10	PROPN
brj-23200	114	22	d11	d11	PROPN
brj-23200	114	23	d5	d5	PROPN
brj-23200	114	24	d6	d6	VERB
brj-23200	114	25	150	150	NUM
brj-23200	114	26	displacement	displacement	ADJ
brj-23200	114	27	transducer	transducer	NOUN
brj-23200	114	28	at	at	ADP
brj-23200	114	29	the	the	DET
brj-23200	114	30	support	support	NOUN
brj-23200	114	31	displacement	displacement	ADJ
brj-23200	114	32	transducer	transducer	NOUN
brj-23200	114	33	at	at	ADP
brj-23200	114	34	the	the	DET
brj-23200	114	35	mid	mid	ADJ
brj-23200	114	36	-	-	ADJ
brj-23200	114	37	span	span	ADJ
brj-23200	114	38	displacement	displacement	ADJ
brj-23200	114	39	transducer	transducer	NOUN
brj-23200	114	40	at	at	ADP
brj-23200	114	41	the	the	DET
brj-23200	114	42	loading	loading	NOUN
brj-23200	114	43	point	point	NOUN
brj-23200	114	44	displacement	displacement	ADJ
brj-23200	114	45	transducer	transducer	NOUN
brj-23200	114	46	at	at	ADP
brj-23200	114	47	the	the	DET
brj-23200	114	48	interface	interface	NOUN
brj-23200	114	49	peer	peer	NOUN
brj-23200	114	50	-	-	PUNCT
brj-23200	114	51	reviewed	review	VERB
brj-23200	114	52	article	article	NOUN
brj-23200	114	53	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-23200	114	54	du	du	PROPN
brj-23200	114	55	et	et	PROPN
brj-23200	114	56	al	al	PROPN
brj-23200	114	57	.	.	PROPN
brj-23200	115	1	(	(	PUNCT
brj-23200	115	2	2024	2024	NUM
brj-23200	115	3	)	)	PUNCT
brj-23200	115	4	.	.	PUNCT
brj-23200	116	1	“	"	PUNCT
brj-23200	116	2	bending	bend	VERB
brj-23200	116	3	of	of	ADP
brj-23200	116	4	composite	composite	ADJ
brj-23200	116	5	slab	slab	NOUN
brj-23200	116	6	,	,	PUNCT
brj-23200	116	7	”	"	PUNCT
brj-23200	116	8	bioresources	bioresource	NOUN
brj-23200	116	9	19(1	19(1	NUM
brj-23200	116	10	)	)	PUNCT
brj-23200	116	11	,	,	PUNCT
brj-23200	116	12	1558	1558	NUM
brj-23200	116	13	-	-	SYM
brj-23200	116	14	1570	1570	NUM
brj-23200	116	15	.	.	PUNCT
brj-23200	116	16	1563	1563	NUM
brj-23200	116	17	observed	observe	VERB
brj-23200	116	18	on	on	ADP
brj-23200	116	19	the	the	DET
brj-23200	116	20	side	side	NOUN
brj-23200	116	21	and	and	CCONJ
brj-23200	116	22	bottom	bottom	ADJ
brj-23200	116	23	surfaces	surface	NOUN
brj-23200	116	24	of	of	ADP
brj-23200	116	25	concrete	concrete	ADJ
brj-23200	116	26	slab	slab	NOUN
brj-23200	116	27	(	(	PUNCT
brj-23200	116	28	fig	fig	NOUN
brj-23200	116	29	.	.	PUNCT
brj-23200	116	30	4d	4d	NUM
brj-23200	116	31	)	)	PUNCT
brj-23200	116	32	.	.	PUNCT
brj-23200	117	1	these	these	DET
brj-23200	117	2	observations	observation	NOUN
brj-23200	117	3	indicated	indicate	VERB
brj-23200	117	4	that	that	SCONJ
brj-23200	117	5	the	the	DET
brj-23200	117	6	composite	composite	ADJ
brj-23200	117	7	slab	slab	NOUN
brj-23200	117	8	underwent	underwent	NOUN
brj-23200	117	9	progressive	progressive	ADJ
brj-23200	117	10	damage	damage	NOUN
brj-23200	117	11	and	and	CCONJ
brj-23200	117	12	ultimately	ultimately	ADV
brj-23200	117	13	experienced	experience	VERB
brj-23200	117	14	a	a	DET
brj-23200	117	15	brittle	brittle	ADJ
brj-23200	117	16	failure	failure	NOUN
brj-23200	117	17	under	under	ADP
brj-23200	117	18	the	the	DET
brj-23200	117	19	applied	apply	VERB
brj-23200	117	20	load	load	NOUN
brj-23200	117	21	.	.	PUNCT
brj-23200	118	1	the	the	DET
brj-23200	118	2	cracks	crack	NOUN
brj-23200	118	3	,	,	PUNCT
brj-23200	118	4	separation	separation	NOUN
brj-23200	118	5	,	,	PUNCT
brj-23200	118	6	and	and	CCONJ
brj-23200	118	7	failure	failure	NOUN
brj-23200	118	8	observed	observe	VERB
brj-23200	118	9	in	in	ADP
brj-23200	118	10	both	both	CCONJ
brj-23200	118	11	the	the	DET
brj-23200	118	12	wood	wood	NOUN
brj-23200	118	13	beams	beam	NOUN
brj-23200	118	14	and	and	CCONJ
brj-23200	118	15	concrete	concrete	ADJ
brj-23200	118	16	slab	slab	NOUN
brj-23200	118	17	indicated	indicate	VERB
brj-23200	118	18	the	the	DET
brj-23200	118	19	limitations	limitation	NOUN
brj-23200	118	20	and	and	CCONJ
brj-23200	118	21	failure	failure	NOUN
brj-23200	118	22	mechanisms	mechanism	NOUN
brj-23200	118	23	of	of	ADP
brj-23200	118	24	the	the	DET
brj-23200	118	25	composite	composite	ADJ
brj-23200	118	26	system	system	NOUN
brj-23200	118	27	under	under	ADP
brj-23200	118	28	significant	significant	ADJ
brj-23200	118	29	loading	loading	NOUN
brj-23200	118	30	conditions	condition	NOUN
brj-23200	118	31	.	.	PUNCT
brj-23200	119	1	(	(	PUNCT
brj-23200	119	2	a	a	X
brj-23200	119	3	)	)	PUNCT
brj-23200	119	4	(	(	PUNCT
brj-23200	119	5	b	b	X
brj-23200	119	6	)	)	PUNCT
brj-23200	119	7	(	(	PUNCT
brj-23200	119	8	c	c	X
brj-23200	119	9	)	)	PUNCT
brj-23200	119	10	(	(	PUNCT
brj-23200	119	11	d	d	X
brj-23200	119	12	)	)	PUNCT
brj-23200	119	13	fig	fig	NOUN
brj-23200	119	14	.	.	PUNCT
brj-23200	120	1	4	4	X
brj-23200	120	2	.	.	X
brj-23200	120	3	test	test	NOUN
brj-23200	120	4	phenomenon	phenomenon	NOUN
brj-23200	120	5	and	and	CCONJ
brj-23200	120	6	failure	failure	NOUN
brj-23200	120	7	mode	mode	NOUN
brj-23200	120	8	:	:	PUNCT
brj-23200	120	9	(	(	PUNCT
brj-23200	120	10	a	a	X
brj-23200	120	11	)	)	PUNCT
brj-23200	120	12	wood	wood	NOUN
brj-23200	120	13	cracks	crack	NOUN
brj-23200	120	14	at	at	ADP
brj-23200	120	15	the	the	DET
brj-23200	120	16	support	support	NOUN
brj-23200	120	17	;	;	PUNCT
brj-23200	120	18	(	(	PUNCT
brj-23200	120	19	b	b	X
brj-23200	120	20	)	)	PUNCT
brj-23200	120	21	wood	wood	NOUN
brj-23200	120	22	cracks	crack	NOUN
brj-23200	120	23	along	along	ADP
brj-23200	120	24	the	the	DET
brj-23200	120	25	span	span	NOUN
brj-23200	120	26	direction	direction	NOUN
brj-23200	120	27	;	;	PUNCT
brj-23200	120	28	(	(	PUNCT
brj-23200	120	29	c	c	X
brj-23200	120	30	)	)	PUNCT
brj-23200	120	31	tensile	tensile	NOUN
brj-23200	120	32	failure	failure	NOUN
brj-23200	120	33	of	of	ADP
brj-23200	120	34	the	the	DET
brj-23200	120	35	wood	wood	NOUN
brj-23200	120	36	member	member	NOUN
brj-23200	120	37	;	;	PUNCT
brj-23200	120	38	(	(	PUNCT
brj-23200	120	39	d	d	X
brj-23200	120	40	)	)	PUNCT
brj-23200	120	41	cracks	crack	NOUN
brj-23200	120	42	at	at	ADP
brj-23200	120	43	the	the	DET
brj-23200	120	44	bottom	bottom	NOUN
brj-23200	120	45	of	of	ADP
brj-23200	120	46	concrete	concrete	ADJ
brj-23200	120	47	slab	slab	NOUN
brj-23200	120	48	load	load	NOUN
brj-23200	120	49	-	-	PUNCT
brj-23200	120	50	deflection	deflection	NOUN
brj-23200	120	51	behavior	behavior	NOUN
brj-23200	120	52	figure	figure	NOUN
brj-23200	120	53	5	5	NUM
brj-23200	120	54	compares	compare	VERB
brj-23200	120	55	the	the	DET
brj-23200	120	56	applied	applied	ADJ
brj-23200	120	57	load	load	NOUN
brj-23200	120	58	and	and	CCONJ
brj-23200	120	59	mid	mid	ADJ
brj-23200	120	60	-	-	ADJ
brj-23200	120	61	span	span	ADJ
brj-23200	120	62	deflection	deflection	NOUN
brj-23200	120	63	observed	observe	VERB
brj-23200	120	64	in	in	ADP
brj-23200	120	65	the	the	DET
brj-23200	120	66	woodconcrete	woodconcrete	ADJ
brj-23200	120	67	composite	composite	ADJ
brj-23200	120	68	slab	slab	NOUN
brj-23200	120	69	.	.	PUNCT
brj-23200	121	1	in	in	ADP
brj-23200	121	2	the	the	DET
brj-23200	121	3	early	early	ADJ
brj-23200	121	4	stage	stage	NOUN
brj-23200	121	5	of	of	ADP
brj-23200	121	6	loading	loading	NOUN
brj-23200	121	7	,	,	PUNCT
brj-23200	121	8	the	the	DET
brj-23200	121	9	deflection	deflection	NOUN
brj-23200	121	10	of	of	ADP
brj-23200	121	11	composite	composite	ADJ
brj-23200	121	12	slab	slab	NOUN
brj-23200	121	13	increased	increase	VERB
brj-23200	121	14	linearly	linearly	ADV
brj-23200	121	15	as	as	SCONJ
brj-23200	121	16	the	the	DET
brj-23200	121	17	applied	apply	VERB
brj-23200	121	18	load	load	NOUN
brj-23200	121	19	increased	increase	VERB
brj-23200	121	20	.	.	PUNCT
brj-23200	122	1	upon	upon	SCONJ
brj-23200	122	2	reaching	reach	VERB
brj-23200	122	3	about	about	ADP
brj-23200	122	4	72	72	NUM
brj-23200	122	5	%	%	NOUN
brj-23200	122	6	of	of	ADP
brj-23200	122	7	the	the	DET
brj-23200	122	8	maximum	maximum	ADJ
brj-23200	122	9	load	load	NOUN
brj-23200	122	10	,	,	PUNCT
brj-23200	122	11	the	the	DET
brj-23200	122	12	deflection	deflection	NOUN
brj-23200	122	13	curve	curve	NOUN
brj-23200	122	14	transitioned	transition	VERB
brj-23200	122	15	from	from	ADP
brj-23200	122	16	linearity	linearity	NOUN
brj-23200	122	17	,	,	PUNCT
brj-23200	122	18	manifesting	manifest	VERB
brj-23200	122	19	a	a	DET
brj-23200	122	20	nonlinear	nonlinear	ADJ
brj-23200	122	21	escalation	escalation	NOUN
brj-23200	122	22	with	with	ADP
brj-23200	122	23	the	the	DET
brj-23200	122	24	increment	increment	NOUN
brj-23200	122	25	of	of	ADP
brj-23200	122	26	applied	applied	ADJ
brj-23200	122	27	load	load	NOUN
brj-23200	122	28	.	.	PUNCT
brj-23200	123	1	this	this	DET
brj-23200	123	2	nonlinear	nonlinear	ADJ
brj-23200	123	3	behavior	behavior	NOUN
brj-23200	123	4	signified	signify	VERB
brj-23200	123	5	a	a	DET
brj-23200	123	6	decrement	decrement	NOUN
brj-23200	123	7	in	in	ADP
brj-23200	123	8	the	the	DET
brj-23200	123	9	bending	bend	VERB
brj-23200	123	10	stiffness	stiffness	NOUN
brj-23200	123	11	of	of	ADP
brj-23200	123	12	the	the	DET
brj-23200	123	13	composite	composite	ADJ
brj-23200	123	14	slab	slab	NOUN
brj-23200	123	15	.	.	PUNCT
brj-23200	124	1	the	the	DET
brj-23200	124	2	diminution	diminution	NOUN
brj-23200	124	3	in	in	ADP
brj-23200	124	4	bending	bend	VERB
brj-23200	124	5	stiffness	stiffness	NOUN
brj-23200	124	6	was	be	AUX
brj-23200	124	7	ascribed	ascribe	VERB
brj-23200	124	8	to	to	ADP
brj-23200	124	9	pronounced	pronounce	VERB
brj-23200	124	10	bending	bend	VERB
brj-23200	124	11	deformation	deformation	NOUN
brj-23200	124	12	endured	endure	VERB
brj-23200	124	13	by	by	ADP
brj-23200	124	14	the	the	DET
brj-23200	124	15	screw	screw	NOUN
brj-23200	124	16	connectors	connector	NOUN
brj-23200	124	17	under	under	ADP
brj-23200	124	18	shear	shear	NOUN
brj-23200	124	19	forces	force	NOUN
brj-23200	124	20	.	.	PUNCT
brj-23200	125	1	the	the	DET
brj-23200	125	2	bending	bend	VERB
brj-23200	125	3	deformation	deformation	NOUN
brj-23200	125	4	resulted	result	VERB
brj-23200	125	5	in	in	ADP
brj-23200	125	6	a	a	DET
brj-23200	125	7	reduction	reduction	NOUN
brj-23200	125	8	of	of	ADP
brj-23200	125	9	the	the	DET
brj-23200	125	10	shear	shear	NOUN
brj-23200	125	11	stiffness	stiffness	NOUN
brj-23200	125	12	of	of	ADP
brj-23200	125	13	screw	screw	ADJ
brj-23200	125	14	connectors	connector	NOUN
brj-23200	125	15	,	,	PUNCT
brj-23200	125	16	thereby	thereby	ADV
brj-23200	125	17	weakening	weaken	VERB
brj-23200	125	18	on	on	ADP
brj-23200	125	19	the	the	DET
brj-23200	125	20	interfacial	interfacial	ADJ
brj-23200	125	21	combination	combination	NOUN
brj-23200	125	22	effect	effect	NOUN
brj-23200	125	23	.	.	PUNCT
brj-23200	126	1	the	the	DET
brj-23200	126	2	deflection	deflection	NOUN
brj-23200	126	3	deformation	deformation	NOUN
brj-23200	126	4	exhibited	exhibit	VERB
brj-23200	126	5	by	by	ADP
brj-23200	126	6	the	the	DET
brj-23200	126	7	central	central	ADJ
brj-23200	126	8	beam	beam	NOUN
brj-23200	126	9	within	within	ADP
brj-23200	126	10	the	the	DET
brj-23200	126	11	composite	composite	ADJ
brj-23200	126	12	slab	slab	NOUN
brj-23200	126	13	surpassed	surpass	VERB
brj-23200	126	14	that	that	PRON
brj-23200	126	15	of	of	ADP
brj-23200	126	16	the	the	DET
brj-23200	126	17	lateral	lateral	ADJ
brj-23200	126	18	beam	beam	NOUN
brj-23200	126	19	.	.	PUNCT
brj-23200	127	1	this	this	DET
brj-23200	127	2	discrepancy	discrepancy	NOUN
brj-23200	127	3	in	in	ADP
brj-23200	127	4	deflection	deflection	NOUN
brj-23200	127	5	occurred	occur	VERB
brj-23200	127	6	when	when	SCONJ
brj-23200	127	7	the	the	DET
brj-23200	127	8	central	central	ADJ
brj-23200	127	9	beam	beam	NOUN
brj-23200	127	10	shouldered	shoulder	VERB
brj-23200	127	11	a	a	DET
brj-23200	127	12	larger	large	ADJ
brj-23200	127	13	fraction	fraction	NOUN
brj-23200	127	14	of	of	ADP
brj-23200	127	15	the	the	DET
brj-23200	127	16	applied	apply	VERB
brj-23200	127	17	load	load	NOUN
brj-23200	127	18	compared	compare	VERB
brj-23200	127	19	to	to	ADP
brj-23200	127	20	the	the	DET
brj-23200	127	21	lateral	lateral	ADJ
brj-23200	127	22	beam	beam	NOUN
brj-23200	127	23	.	.	PUNCT
brj-23200	128	1	at	at	ADP
brj-23200	128	2	the	the	DET
brj-23200	128	3	ultimate	ultimate	ADJ
brj-23200	128	4	load	load	NOUN
brj-23200	128	5	,	,	PUNCT
brj-23200	128	6	a	a	DET
brj-23200	128	7	sharp	sharp	ADJ
brj-23200	128	8	reduction	reduction	NOUN
brj-23200	128	9	in	in	ADP
brj-23200	128	10	load	load	NOUN
brj-23200	128	11	occurred	occur	VERB
brj-23200	128	12	due	due	ADP
brj-23200	128	13	to	to	ADP
brj-23200	128	14	the	the	DET
brj-23200	128	15	brittle	brittle	ADJ
brj-23200	128	16	failure	failure	NOUN
brj-23200	128	17	of	of	ADP
brj-23200	128	18	the	the	DET
brj-23200	128	19	wood	wood	NOUN
brj-23200	128	20	beam	beam	NOUN
brj-23200	128	21	,	,	PUNCT
brj-23200	128	22	accompanied	accompany	VERB
brj-23200	128	23	by	by	ADP
brj-23200	128	24	a	a	DET
brj-23200	128	25	rise	rise	NOUN
brj-23200	128	26	in	in	ADP
brj-23200	128	27	deflection	deflection	NOUN
brj-23200	128	28	.	.	PUNCT
brj-23200	129	1	overall	overall	ADV
brj-23200	129	2	,	,	PUNCT
brj-23200	129	3	the	the	DET
brj-23200	129	4	deflection	deflection	NOUN
brj-23200	129	5	behavior	behavior	NOUN
brj-23200	129	6	of	of	ADP
brj-23200	129	7	the	the	DET
brj-23200	129	8	wood	wood	NOUN
brj-23200	129	9	-	-	PUNCT
brj-23200	129	10	concrete	concrete	NOUN
brj-23200	129	11	composite	composite	ADJ
brj-23200	129	12	slab	slab	NOUN
brj-23200	129	13	indicated	indicate	VERB
brj-23200	129	14	a	a	DET
brj-23200	129	15	gradual	gradual	ADJ
brj-23200	129	16	reduction	reduction	NOUN
brj-23200	129	17	in	in	ADP
brj-23200	129	18	bending	bend	VERB
brj-23200	129	19	stiffness	stiffness	NOUN
brj-23200	129	20	as	as	SCONJ
brj-23200	129	21	the	the	DET
brj-23200	129	22	load	load	NOUN
brj-23200	129	23	increased	increase	VERB
brj-23200	129	24	and	and	CCONJ
brj-23200	129	25	ultimately	ultimately	ADV
brj-23200	129	26	experienced	experience	VERB
brj-23200	129	27	brittle	brittle	ADJ
brj-23200	129	28	failure	failure	NOUN
brj-23200	129	29	of	of	ADP
brj-23200	129	30	the	the	DET
brj-23200	129	31	wood	wood	NOUN
brj-23200	129	32	beam	beam	NOUN
brj-23200	129	33	,	,	PUNCT
brj-23200	129	34	leading	lead	VERB
brj-23200	129	35	to	to	ADP
brj-23200	129	36	a	a	DET
brj-23200	129	37	sharp	sharp	ADJ
brj-23200	129	38	decrease	decrease	NOUN
brj-23200	129	39	in	in	ADP
brj-23200	129	40	load	load	NOUN
brj-23200	129	41	-	-	PUNCT
brj-23200	129	42	carrying	carry	VERB
brj-23200	129	43	capacity	capacity	NOUN
brj-23200	129	44	.	.	PUNCT
brj-23200	130	1	peer	peer	NOUN
brj-23200	130	2	-	-	PUNCT
brj-23200	130	3	reviewed	review	VERB
brj-23200	130	4	article	article	NOUN
brj-23200	130	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-23200	130	6	du	du	PROPN
brj-23200	130	7	et	et	PROPN
brj-23200	130	8	al	al	PROPN
brj-23200	130	9	.	.	PROPN
brj-23200	131	1	(	(	PUNCT
brj-23200	131	2	2024	2024	NUM
brj-23200	131	3	)	)	PUNCT
brj-23200	131	4	.	.	PUNCT
brj-23200	132	1	“	"	PUNCT
brj-23200	132	2	bending	bend	VERB
brj-23200	132	3	of	of	ADP
brj-23200	132	4	composite	composite	ADJ
brj-23200	132	5	slab	slab	NOUN
brj-23200	132	6	,	,	PUNCT
brj-23200	132	7	”	"	PUNCT
brj-23200	132	8	bioresources	bioresource	NOUN
brj-23200	132	9	19(1	19(1	NUM
brj-23200	132	10	)	)	PUNCT
brj-23200	132	11	,	,	PUNCT
brj-23200	132	12	1558	1558	NUM
brj-23200	132	13	-	-	SYM
brj-23200	132	14	1570	1570	NUM
brj-23200	132	15	.	.	PUNCT
brj-23200	133	1	1564	1564	NUM
brj-23200	133	2	0	0	NUM
brj-23200	133	3	10	10	NUM
brj-23200	133	4	20	20	NUM
brj-23200	133	5	30	30	NUM
brj-23200	133	6	40	40	NUM
brj-23200	133	7	50	50	NUM
brj-23200	133	8	0	0	NUM
brj-23200	133	9	100	100	NUM
brj-23200	133	10	200	200	NUM
brj-23200	133	11	300	300	NUM
brj-23200	133	12	400	400	NUM
brj-23200	133	13	500	500	NUM
brj-23200	133	14	600	600	NUM
brj-23200	133	15	700	700	NUM
brj-23200	133	16	l	l	NOUN
brj-23200	133	17	o	o	NOUN
brj-23200	133	18	a	a	X
brj-23200	133	19	d	d	X
brj-23200	133	20	(	(	PUNCT
brj-23200	133	21	k	k	PROPN
brj-23200	133	22	n	n	CCONJ
brj-23200	133	23	)	)	PUNCT
brj-23200	133	24	deflection	deflection	NOUN
brj-23200	133	25	(	(	PUNCT
brj-23200	133	26	mm	mm	NOUN
brj-23200	133	27	)	)	PUNCT
brj-23200	133	28	middle	middle	ADJ
brj-23200	133	29	beam	beam	NOUN
brj-23200	133	30	side	side	NOUN
brj-23200	133	31	beam	beam	PROPN
brj-23200	133	32	fig	fig	NOUN
brj-23200	133	33	.	.	PUNCT
brj-23200	134	1	5	5	NUM
brj-23200	134	2	.	.	X
brj-23200	134	3	load	load	NOUN
brj-23200	134	4	-	-	PUNCT
brj-23200	134	5	deflection	deflection	NOUN
brj-23200	134	6	curve	curve	NOUN
brj-23200	134	7	of	of	ADP
brj-23200	134	8	wood	wood	NOUN
brj-23200	134	9	-	-	PUNCT
brj-23200	134	10	concrete	concrete	NOUN
brj-23200	134	11	composite	composite	ADJ
brj-23200	134	12	slab	slab	NOUN
brj-23200	135	1	-1000	-1000	INTJ
brj-23200	136	1	-500	-500	NUM
brj-23200	136	2	0	0	NUM
brj-23200	136	3	500	500	NUM
brj-23200	136	4	1000	1000	NUM
brj-23200	136	5	1500	1500	NUM
brj-23200	136	6	2000	2000	NUM
brj-23200	136	7	2500	2500	NUM
brj-23200	136	8	3000	3000	NUM
brj-23200	136	9	3500	3500	NUM
brj-23200	136	10	0	0	NUM
brj-23200	136	11	50	50	NUM
brj-23200	136	12	100	100	NUM
brj-23200	136	13	150	150	NUM
brj-23200	136	14	200	200	NUM
brj-23200	136	15	250	250	NUM
brj-23200	136	16	300	300	NUM
brj-23200	136	17	350	350	NUM
brj-23200	136	18	concrete	concrete	ADJ
brj-23200	136	19	neutral	neutral	ADJ
brj-23200	136	20	axis	axis	NOUN
brj-23200	136	21	h	h	NOUN
brj-23200	136	22	(	(	PUNCT
brj-23200	136	23	m	m	PROPN
brj-23200	136	24	m	m	VERB
brj-23200	136	25	)	)	PUNCT
brj-23200	136	26			PROPN
brj-23200	136	27	(	(	PUNCT
brj-23200	136	28			NUM
brj-23200	136	29	)	)	PUNCT
brj-23200	136	30	wood	wood	NOUN
brj-23200	136	31	neutral	neutral	ADJ
brj-23200	136	32	axis	axis	NOUN
brj-23200	136	33	p	p	X
brj-23200	136	34	/	/	SYM
brj-23200	136	35	p	p	NOUN
brj-23200	136	36	u	u	NOUN
brj-23200	136	37	=	=	NOUN
brj-23200	136	38	0.1	0.1	NUM
brj-23200	136	39	p	p	NOUN
brj-23200	136	40	/	/	SYM
brj-23200	136	41	p	p	NOUN
brj-23200	136	42	u	u	NOUN
brj-23200	136	43	=	=	NOUN
brj-23200	136	44	0.2	0.2	NUM
brj-23200	136	45	p	p	NOUN
brj-23200	136	46	/	/	SYM
brj-23200	136	47	p	p	NOUN
brj-23200	136	48	u	u	NOUN
brj-23200	136	49	=	=	NOUN
brj-23200	136	50	0.4	0.4	NUM
brj-23200	136	51	p	p	NOUN
brj-23200	136	52	/	/	SYM
brj-23200	136	53	p	p	X
brj-23200	136	54	u	u	NOUN
brj-23200	136	55	=	=	NOUN
brj-23200	136	56	0.6	0.6	NUM
brj-23200	136	57	p	p	NOUN
brj-23200	136	58	/	/	SYM
brj-23200	136	59	p	p	X
brj-23200	136	60	u	u	NOUN
brj-23200	136	61	=	=	NOUN
brj-23200	136	62	0.8	0.8	NUM
brj-23200	136	63	p	p	NOUN
brj-23200	136	64	/	/	SYM
brj-23200	136	65	p	p	X
brj-23200	136	66	u	u	NOUN
brj-23200	136	67	=	=	PROPN
brj-23200	136	68	1.0	1.0	NUM
brj-23200	136	69	fig	fig	NOUN
brj-23200	136	70	.	.	PUNCT
brj-23200	137	1	6	6	X
brj-23200	137	2	.	.	X
brj-23200	137	3	strain	strain	NOUN
brj-23200	137	4	distributions	distribution	NOUN
brj-23200	137	5	of	of	ADP
brj-23200	137	6	composite	composite	ADJ
brj-23200	137	7	section	section	NOUN
brj-23200	137	8	at	at	ADP
brj-23200	137	9	the	the	DET
brj-23200	137	10	mid	mid	ADJ
brj-23200	137	11	-	-	ADJ
brj-23200	137	12	span	span	ADJ
brj-23200	137	13	strain	strain	NOUN
brj-23200	137	14	distribution	distribution	NOUN
brj-23200	137	15	of	of	ADP
brj-23200	137	16	composite	composite	ADJ
brj-23200	137	17	slab	slab	NOUN
brj-23200	137	18	figure	figure	NOUN
brj-23200	137	19	6	6	NUM
brj-23200	137	20	displays	display	VERB
brj-23200	137	21	the	the	DET
brj-23200	137	22	strain	strain	ADJ
brj-23200	137	23	distribution	distribution	NOUN
brj-23200	137	24	of	of	ADP
brj-23200	137	25	composite	composite	ADJ
brj-23200	137	26	section	section	NOUN
brj-23200	137	27	at	at	ADP
brj-23200	137	28	the	the	DET
brj-23200	137	29	mid	mid	NOUN
brj-23200	137	30	-	-	NOUN
brj-23200	137	31	span	span	NOUN
brj-23200	137	32	.	.	PUNCT
brj-23200	138	1	during	during	ADP
brj-23200	138	2	the	the	DET
brj-23200	138	3	early	early	ADJ
brj-23200	138	4	loading	loading	NOUN
brj-23200	138	5	phase	phase	NOUN
brj-23200	138	6	,	,	PUNCT
brj-23200	138	7	the	the	DET
brj-23200	138	8	cross	cross	ADJ
brj-23200	138	9	-	-	ADJ
brj-23200	138	10	section	section	ADJ
brj-23200	138	11	strain	strain	NOUN
brj-23200	138	12	distribution	distribution	NOUN
brj-23200	138	13	approximated	approximate	VERB
brj-23200	138	14	a	a	DET
brj-23200	138	15	linear	linear	ADJ
brj-23200	138	16	pattern	pattern	NOUN
brj-23200	138	17	.	.	PUNCT
brj-23200	139	1	this	this	PRON
brj-23200	139	2	indicated	indicate	VERB
brj-23200	139	3	that	that	SCONJ
brj-23200	139	4	the	the	DET
brj-23200	139	5	assumption	assumption	NOUN
brj-23200	139	6	of	of	ADP
brj-23200	139	7	plane	plane	NOUN
brj-23200	139	8	section	section	NOUN
brj-23200	139	9	was	be	AUX
brj-23200	139	10	satisfied	satisfied	ADJ
brj-23200	139	11	.	.	PUNCT
brj-23200	140	1	the	the	DET
brj-23200	140	2	wood	wood	NOUN
brj-23200	140	3	beams	beam	NOUN
brj-23200	140	4	and	and	CCONJ
brj-23200	140	5	concrete	concrete	ADJ
brj-23200	140	6	slab	slab	NOUN
brj-23200	140	7	bore	bear	VERB
brj-23200	140	8	the	the	DET
brj-23200	140	9	bending	bend	VERB
brj-23200	140	10	loads	load	NOUN
brj-23200	140	11	and	and	CCONJ
brj-23200	140	12	produced	produce	VERB
brj-23200	140	13	coordinate	coordinate	NOUN
brj-23200	140	14	deformation	deformation	NOUN
brj-23200	140	15	together	together	ADV
brj-23200	140	16	.	.	PUNCT
brj-23200	141	1	as	as	SCONJ
brj-23200	141	2	the	the	DET
brj-23200	141	3	load	load	NOUN
brj-23200	141	4	increased	increase	VERB
brj-23200	141	5	,	,	PUNCT
brj-23200	141	6	the	the	DET
brj-23200	141	7	cross	cross	ADJ
brj-23200	141	8	-	-	ADJ
brj-23200	141	9	section	section	ADJ
brj-23200	141	10	strain	strain	NOUN
brj-23200	141	11	distribution	distribution	NOUN
brj-23200	141	12	deviated	deviate	VERB
brj-23200	141	13	from	from	ADP
brj-23200	141	14	plane	plane	NOUN
brj-23200	141	15	section	section	NOUN
brj-23200	141	16	assumption	assumption	NOUN
brj-23200	141	17	.	.	PUNCT
brj-23200	142	1	this	this	DET
brj-23200	142	2	deviation	deviation	NOUN
brj-23200	142	3	was	be	AUX
brj-23200	142	4	primarily	primarily	ADV
brj-23200	142	5	caused	cause	VERB
brj-23200	142	6	by	by	ADP
brj-23200	142	7	the	the	DET
brj-23200	142	8	interfacial	interfacial	ADJ
brj-23200	142	9	slips	slip	NOUN
brj-23200	142	10	between	between	ADP
brj-23200	142	11	wood	wood	NOUN
brj-23200	142	12	beam	beam	NOUN
brj-23200	142	13	and	and	CCONJ
brj-23200	142	14	concrete	concrete	ADJ
brj-23200	142	15	slab	slab	NOUN
brj-23200	142	16	.	.	PUNCT
brj-23200	143	1	the	the	DET
brj-23200	143	2	interfacial	interfacial	ADJ
brj-23200	143	3	slips	slip	NOUN
brj-23200	143	4	resulted	result	VERB
brj-23200	143	5	in	in	ADP
brj-23200	143	6	changes	change	NOUN
brj-23200	143	7	in	in	ADP
brj-23200	143	8	the	the	DET
brj-23200	143	9	neutral	neutral	ADJ
brj-23200	143	10	axis	axis	NOUN
brj-23200	143	11	positions	position	NOUN
brj-23200	143	12	of	of	ADP
brj-23200	143	13	both	both	DET
brj-23200	143	14	components	component	NOUN
brj-23200	143	15	.	.	PUNCT
brj-23200	144	1	the	the	DET
brj-23200	144	2	neutral	neutral	ADJ
brj-23200	144	3	axis	axis	NOUN
brj-23200	144	4	within	within	ADP
brj-23200	144	5	wood	wood	NOUN
brj-23200	144	6	member	member	NOUN
brj-23200	144	7	experienced	experience	VERB
brj-23200	144	8	a	a	DET
brj-23200	144	9	descending	descend	VERB
brj-23200	144	10	shift	shift	NOUN
brj-23200	144	11	towards	towards	ADP
brj-23200	144	12	the	the	DET
brj-23200	144	13	beam	beam	NOUN
brj-23200	144	14	center	center	NOUN
brj-23200	144	15	,	,	PUNCT
brj-23200	144	16	while	while	SCONJ
brj-23200	144	17	the	the	DET
brj-23200	144	18	neutral	neutral	ADJ
brj-23200	144	19	axis	axis	NOUN
brj-23200	144	20	within	within	ADP
brj-23200	144	21	concrete	concrete	ADJ
brj-23200	144	22	slab	slab	NOUN
brj-23200	144	23	exhibited	exhibit	VERB
brj-23200	144	24	an	an	DET
brj-23200	144	25	ascending	ascend	VERB
brj-23200	144	26	movement	movement	NOUN
brj-23200	144	27	towards	towards	ADP
brj-23200	144	28	the	the	DET
brj-23200	144	29	slab	slab	NOUN
brj-23200	144	30	’s	’s	PART
brj-23200	144	31	center	center	NOUN
brj-23200	144	32	.	.	PUNCT
brj-23200	145	1	as	as	ADP
brj-23200	145	2	a	a	DET
brj-23200	145	3	consequence	consequence	NOUN
brj-23200	145	4	of	of	ADP
brj-23200	145	5	these	these	DET
brj-23200	145	6	changes	change	NOUN
brj-23200	145	7	in	in	ADP
brj-23200	145	8	neutral	neutral	ADJ
brj-23200	145	9	axis	axis	NOUN
brj-23200	145	10	positions	position	NOUN
brj-23200	145	11	,	,	PUNCT
brj-23200	145	12	the	the	DET
brj-23200	145	13	strain	strain	ADJ
brj-23200	145	14	distribution	distribution	NOUN
brj-23200	145	15	within	within	ADP
brj-23200	145	16	the	the	DET
brj-23200	145	17	composite	composite	ADJ
brj-23200	145	18	section	section	NOUN
brj-23200	145	19	became	become	VERB
brj-23200	145	20	discontinuous	discontinuous	ADJ
brj-23200	145	21	and	and	CCONJ
brj-23200	145	22	less	less	ADJ
brj-23200	145	23	uniform	uniform	NOUN
brj-23200	145	24	(	(	PUNCT
brj-23200	145	25	tao	tao	PROPN
brj-23200	145	26	et	et	PROPN
brj-23200	145	27	al	al	PROPN
brj-23200	145	28	.	.	PROPN
brj-23200	145	29	2022	2022	NUM
brj-23200	145	30	)	)	PUNCT
brj-23200	145	31	.	.	PUNCT
brj-23200	146	1	the	the	DET
brj-23200	146	2	discontinuity	discontinuity	NOUN
brj-23200	146	3	in	in	ADP
brj-23200	146	4	strain	strain	ADJ
brj-23200	146	5	distribution	distribution	NOUN
brj-23200	146	6	became	became	AUX
brj-23200	146	7	increasingly	increasingly	ADV
brj-23200	146	8	pronounced	pronounce	VERB
brj-23200	146	9	with	with	ADP
brj-23200	146	10	the	the	DET
brj-23200	146	11	increase	increase	NOUN
brj-23200	146	12	of	of	ADP
brj-23200	146	13	load	load	NOUN
brj-23200	146	14	.	.	PUNCT
brj-23200	147	1	collectively	collectively	ADV
brj-23200	147	2	,	,	PUNCT
brj-23200	147	3	the	the	DET
brj-23200	147	4	strain	strain	ADJ
brj-23200	147	5	distribution	distribution	NOUN
brj-23200	147	6	analysis	analysis	NOUN
brj-23200	147	7	illuminated	illuminate	VERB
brj-23200	147	8	the	the	DET
brj-23200	147	9	impact	impact	NOUN
brj-23200	147	10	of	of	ADP
brj-23200	147	11	relative	relative	ADJ
brj-23200	147	12	slips	slip	NOUN
brj-23200	147	13	between	between	ADP
brj-23200	147	14	the	the	DET
brj-23200	147	15	wood	wood	NOUN
brj-23200	147	16	beam	beam	NOUN
brj-23200	147	17	and	and	CCONJ
brj-23200	147	18	concrete	concrete	ADJ
brj-23200	147	19	slab	slab	NOUN
brj-23200	147	20	on	on	ADP
brj-23200	147	21	the	the	DET
brj-23200	147	22	mechanical	mechanical	ADJ
brj-23200	147	23	behavior	behavior	NOUN
brj-23200	147	24	of	of	ADP
brj-23200	147	25	the	the	DET
brj-23200	147	26	composite	composite	ADJ
brj-23200	147	27	slab	slab	NOUN
brj-23200	147	28	.	.	PUNCT
brj-23200	148	1	initially	initially	ADV
brj-23200	148	2	,	,	PUNCT
brj-23200	148	3	the	the	DET
brj-23200	148	4	assumption	assumption	NOUN
brj-23200	148	5	of	of	ADP
brj-23200	148	6	a	a	DET
brj-23200	148	7	plane	plane	NOUN
brj-23200	148	8	section	section	NOUN
brj-23200	148	9	was	be	AUX
brj-23200	148	10	satisfied	satisfied	ADJ
brj-23200	148	11	.	.	PUNCT
brj-23200	149	1	however	however	ADV
brj-23200	149	2	,	,	PUNCT
brj-23200	149	3	it	it	PRON
brj-23200	149	4	was	be	AUX
brj-23200	149	5	invalidated	invalidated	ADJ
brj-23200	149	6	with	with	ADP
brj-23200	149	7	the	the	DET
brj-23200	149	8	escalating	escalate	VERB
brj-23200	149	9	load	load	NOUN
brj-23200	149	10	,	,	PUNCT
brj-23200	149	11	engendering	engender	VERB
brj-23200	149	12	notable	notable	ADJ
brj-23200	149	13	alterations	alteration	NOUN
brj-23200	149	14	in	in	ADP
brj-23200	149	15	the	the	DET
brj-23200	149	16	strain	strain	NOUN
brj-23200	149	17	distributions	distribution	NOUN
brj-23200	149	18	and	and	CCONJ
brj-23200	149	19	positions	position	NOUN
brj-23200	149	20	of	of	ADP
brj-23200	149	21	neutral	neutral	ADJ
brj-23200	149	22	axes	axis	NOUN
brj-23200	149	23	within	within	ADP
brj-23200	149	24	composite	composite	ADJ
brj-23200	149	25	components	component	NOUN
brj-23200	149	26	.	.	PUNCT
brj-23200	150	1	figure	figure	VERB
brj-23200	150	2	7	7	NUM
brj-23200	150	3	displays	display	VERB
brj-23200	150	4	the	the	DET
brj-23200	150	5	strain	strain	NOUN
brj-23200	150	6	distributions	distribution	NOUN
brj-23200	150	7	within	within	ADP
brj-23200	150	8	concrete	concrete	ADJ
brj-23200	150	9	slab	slab	NOUN
brj-23200	150	10	across	across	ADP
brj-23200	150	11	the	the	DET
brj-23200	150	12	width	width	ADJ
brj-23200	150	13	direction	direction	NOUN
brj-23200	150	14	.	.	PUNCT
brj-23200	151	1	during	during	ADP
brj-23200	151	2	the	the	DET
brj-23200	151	3	initial	initial	ADJ
brj-23200	151	4	loading	loading	NOUN
brj-23200	151	5	phase	phase	NOUN
brj-23200	151	6	,	,	PUNCT
brj-23200	151	7	the	the	DET
brj-23200	151	8	longitudinal	longitudinal	ADJ
brj-23200	151	9	strains	strain	NOUN
brj-23200	151	10	of	of	ADP
brj-23200	151	11	concrete	concrete	ADJ
brj-23200	151	12	slab	slab	NOUN
brj-23200	151	13	exhibited	exhibit	VERB
brj-23200	151	14	consistent	consistent	ADJ
brj-23200	151	15	distributions	distribution	NOUN
brj-23200	151	16	across	across	ADP
brj-23200	151	17	the	the	DET
brj-23200	151	18	width	width	NOUN
brj-23200	151	19	.	.	PUNCT
brj-23200	152	1	this	this	PRON
brj-23200	152	2	indicated	indicate	VERB
brj-23200	152	3	that	that	SCONJ
brj-23200	152	4	the	the	DET
brj-23200	152	5	concrete	concrete	ADJ
brj-23200	152	6	slab	slab	NOUN
brj-23200	152	7	was	be	AUX
brj-23200	152	8	initially	initially	ADV
brj-23200	152	9	under	under	ADP
brj-23200	152	10	relatively	relatively	ADV
brj-23200	152	11	uniform	uniform	ADJ
brj-23200	152	12	stress	stress	NOUN
brj-23200	152	13	.	.	PUNCT
brj-23200	153	1	with	with	ADP
brj-23200	153	2	the	the	DET
brj-23200	153	3	increase	increase	NOUN
brj-23200	153	4	of	of	ADP
brj-23200	153	5	the	the	DET
brj-23200	153	6	applied	apply	VERB
brj-23200	153	7	load	load	NOUN
brj-23200	153	8	,	,	PUNCT
brj-23200	153	9	a	a	DET
brj-23200	153	10	marked	mark	VERB
brj-23200	153	11	augmentation	augmentation	NOUN
brj-23200	153	12	in	in	ADP
brj-23200	153	13	the	the	DET
brj-23200	153	14	longitudinal	longitudinal	ADJ
brj-23200	153	15	strain	strain	NOUN
brj-23200	153	16	of	of	ADP
brj-23200	153	17	the	the	DET
brj-23200	153	18	concrete	concrete	ADJ
brj-23200	153	19	slab	slab	NOUN
brj-23200	153	20	was	be	AUX
brj-23200	153	21	observed	observe	VERB
brj-23200	153	22	,	,	PUNCT
brj-23200	153	23	chiefly	chiefly	ADV
brj-23200	153	24	attributable	attributable	ADJ
brj-23200	153	25	to	to	ADP
brj-23200	153	26	the	the	DET
brj-23200	153	27	concrete	concrete	ADJ
brj-23200	153	28	cracking	cracking	NOUN
brj-23200	153	29	.	.	PUNCT
brj-23200	154	1	the	the	DET
brj-23200	154	2	longitudinal	longitudinal	ADJ
brj-23200	154	3	strains	strain	NOUN
brj-23200	154	4	within	within	ADP
brj-23200	154	5	the	the	DET
brj-23200	154	6	concrete	concrete	ADJ
brj-23200	154	7	slab	slab	NOUN
brj-23200	154	8	displayed	display	VERB
brj-23200	154	9	curved	curved	ADJ
brj-23200	154	10	distributions	distribution	NOUN
brj-23200	154	11	across	across	ADP
brj-23200	154	12	the	the	DET
brj-23200	154	13	width	width	NOUN
brj-23200	154	14	.	.	PUNCT
brj-23200	155	1	this	this	DET
brj-23200	155	2	uneven	uneven	ADJ
brj-23200	155	3	distribution	distribution	NOUN
brj-23200	155	4	emanated	emanate	VERB
brj-23200	155	5	from	from	ADP
brj-23200	155	6	the	the	DET
brj-23200	155	7	shear	shear	NOUN
brj-23200	155	8	deformations	deformation	NOUN
brj-23200	155	9	and	and	CCONJ
brj-23200	155	10	shear	shear	NOUN
brj-23200	155	11	lag	lag	NOUN
brj-23200	155	12	effects	effect	NOUN
brj-23200	155	13	inherent	inherent	ADJ
brj-23200	155	14	in	in	ADP
brj-23200	155	15	the	the	DET
brj-23200	155	16	concrete	concrete	ADJ
brj-23200	155	17	slab	slab	NOUN
brj-23200	155	18	.	.	PUNCT
brj-23200	156	1	these	these	DET
brj-23200	156	2	phenomena	phenomenon	NOUN
brj-23200	156	3	rendered	render	VERB
brj-23200	156	4	the	the	DET
brj-23200	156	5	strains	strain	NOUN
brj-23200	156	6	more	more	ADV
brj-23200	156	7	pronounced	pronounce	VERB
brj-23200	156	8	at	at	ADP
brj-23200	156	9	the	the	DET
brj-23200	156	10	mid	mid	NOUN
brj-23200	156	11	-	-	NOUN
brj-23200	156	12	span	span	NOUN
brj-23200	156	13	of	of	ADP
brj-23200	156	14	the	the	DET
brj-23200	156	15	concrete	concrete	ADJ
brj-23200	156	16	slab	slab	NOUN
brj-23200	156	17	in	in	ADP
brj-23200	156	18	comparison	comparison	NOUN
brj-23200	156	19	to	to	ADP
brj-23200	156	20	the	the	DET
brj-23200	156	21	quarter	quarter	NOUN
brj-23200	156	22	-	-	PUNCT
brj-23200	156	23	span	span	NOUN
brj-23200	156	24	locations	location	NOUN
brj-23200	156	25	.	.	PUNCT
brj-23200	157	1	in	in	ADP
brj-23200	157	2	summary	summary	NOUN
brj-23200	157	3	,	,	PUNCT
brj-23200	157	4	the	the	DET
brj-23200	157	5	strain	strain	ADJ
brj-23200	157	6	distribution	distribution	NOUN
brj-23200	157	7	analysis	analysis	NOUN
brj-23200	157	8	of	of	ADP
brj-23200	157	9	peer	peer	NOUN
brj-23200	157	10	-	-	PUNCT
brj-23200	157	11	reviewed	review	VERB
brj-23200	157	12	article	article	NOUN
brj-23200	157	13	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-23200	157	14	du	du	PROPN
brj-23200	157	15	et	et	PROPN
brj-23200	157	16	al	al	PROPN
brj-23200	157	17	.	.	PROPN
brj-23200	158	1	(	(	PUNCT
brj-23200	158	2	2024	2024	NUM
brj-23200	158	3	)	)	PUNCT
brj-23200	158	4	.	.	PUNCT
brj-23200	159	1	“	"	PUNCT
brj-23200	159	2	bending	bend	VERB
brj-23200	159	3	of	of	ADP
brj-23200	159	4	composite	composite	ADJ
brj-23200	159	5	slab	slab	NOUN
brj-23200	159	6	,	,	PUNCT
brj-23200	159	7	”	"	PUNCT
brj-23200	159	8	bioresources	bioresource	NOUN
brj-23200	159	9	19(1	19(1	NUM
brj-23200	159	10	)	)	PUNCT
brj-23200	159	11	,	,	PUNCT
brj-23200	159	12	1558	1558	NUM
brj-23200	159	13	-	-	SYM
brj-23200	159	14	1570	1570	NUM
brj-23200	159	15	.	.	PUNCT
brj-23200	159	16	1565	1565	NUM
brj-23200	159	17	the	the	DET
brj-23200	159	18	concrete	concrete	ADJ
brj-23200	159	19	slab	slab	NOUN
brj-23200	159	20	revealed	reveal	VERB
brj-23200	159	21	the	the	DET
brj-23200	159	22	development	development	NOUN
brj-23200	159	23	of	of	ADP
brj-23200	159	24	cracks	crack	NOUN
brj-23200	159	25	and	and	CCONJ
brj-23200	159	26	the	the	DET
brj-23200	159	27	influence	influence	NOUN
brj-23200	159	28	of	of	ADP
brj-23200	159	29	shear	shear	ADJ
brj-23200	159	30	deformation	deformation	NOUN
brj-23200	159	31	and	and	CCONJ
brj-23200	159	32	shear	shear	NOUN
brj-23200	159	33	lag	lag	NOUN
brj-23200	159	34	effect	effect	NOUN
brj-23200	159	35	.	.	PUNCT
brj-23200	160	1	the	the	DET
brj-23200	160	2	strain	strain	NOUN
brj-23200	160	3	distributions	distribution	NOUN
brj-23200	160	4	initially	initially	ADV
brj-23200	160	5	manifested	manifest	VERB
brj-23200	160	6	uniformity	uniformity	NOUN
brj-23200	160	7	but	but	CCONJ
brj-23200	160	8	transitioned	transition	VERB
brj-23200	160	9	to	to	ADP
brj-23200	160	10	a	a	DET
brj-23200	160	11	curved	curved	ADJ
brj-23200	160	12	profile	profile	NOUN
brj-23200	160	13	across	across	ADP
brj-23200	160	14	the	the	DET
brj-23200	160	15	slab	slab	NOUN
brj-23200	160	16	width	width	NOUN
brj-23200	160	17	as	as	SCONJ
brj-23200	160	18	the	the	DET
brj-23200	160	19	load	load	NOUN
brj-23200	160	20	increased	increase	VERB
brj-23200	160	21	.	.	PUNCT
brj-23200	161	1	these	these	DET
brj-23200	161	2	observations	observation	NOUN
brj-23200	161	3	offered	offer	VERB
brj-23200	161	4	insights	insight	NOUN
brj-23200	161	5	into	into	ADP
brj-23200	161	6	the	the	DET
brj-23200	161	7	comportment	comportment	NOUN
brj-23200	161	8	of	of	ADP
brj-23200	161	9	the	the	DET
brj-23200	161	10	concrete	concrete	ADJ
brj-23200	161	11	slab	slab	NOUN
brj-23200	161	12	under	under	ADP
brj-23200	161	13	loading	loading	NOUN
brj-23200	161	14	conditions	condition	NOUN
brj-23200	161	15	and	and	CCONJ
brj-23200	161	16	underscore	underscore	VERB
brj-23200	161	17	the	the	DET
brj-23200	161	18	uneven	uneven	ADJ
brj-23200	161	19	stress	stress	NOUN
brj-23200	161	20	distribution	distribution	NOUN
brj-23200	161	21	engendered	engender	VERB
brj-23200	161	22	by	by	ADP
brj-23200	161	23	the	the	DET
brj-23200	161	24	shear	shear	NOUN
brj-23200	161	25	lag	lag	NOUN
brj-23200	161	26	effect	effect	NOUN
brj-23200	161	27	.	.	PUNCT
brj-23200	162	1	-2000	-2000	INTJ
brj-23200	163	1	-1500	-1500	INTJ
brj-23200	163	2	-1000	-1000	INTJ
brj-23200	164	1	-500	-500	NUM
brj-23200	164	2	0	0	NUM
brj-23200	164	3	500	500	NUM
brj-23200	164	4	1000	1000	NUM
brj-23200	164	5	1500	1500	NUM
brj-23200	164	6	2000	2000	NUM
brj-23200	164	7	0	0	NUM
brj-23200	164	8	200	200	NUM
brj-23200	164	9	400	400	NUM
brj-23200	164	10	600	600	NUM
brj-23200	164	11	800	800	NUM
brj-23200	164	12	1000	1000	NUM
brj-23200	164	13	1200	1200	NUM
brj-23200	164	14	1400	1400	NUM
brj-23200	164	15			PROPN
brj-23200	164	16	(	(	PUNCT
brj-23200	164	17			NOUN
brj-23200	164	18			PROPN
brj-23200	164	19	)	)	PUNCT
brj-23200	164	20	x	x	X
brj-23200	165	1	(	(	PUNCT
brj-23200	165	2	mm	mm	INTJ
brj-23200	165	3	)	)	PUNCT
brj-23200	165	4	p	p	NOUN
brj-23200	165	5	/	/	SYM
brj-23200	165	6	pu=0.1	pu=0.1	NOUN
brj-23200	165	7	p	p	X
brj-23200	165	8	/	/	SYM
brj-23200	165	9	pu=0.2	pu=0.2	NOUN
brj-23200	165	10	p	p	X
brj-23200	165	11	/	/	SYM
brj-23200	165	12	pu=0.4	pu=0.4	NOUN
brj-23200	165	13	p	p	X
brj-23200	165	14	/	/	SYM
brj-23200	165	15	pu=0.6	pu=0.6	VERB
brj-23200	165	16	p	p	X
brj-23200	165	17	/	/	SYM
brj-23200	165	18	pu=0.8	pu=0.8	ADJ
brj-23200	166	1	p	p	X
brj-23200	166	2	/	/	SYM
brj-23200	166	3	pu=1.0	pu=1.0	PROPN
brj-23200	167	1	-2000	-2000	INTJ
brj-23200	167	2	-1500	-1500	INTJ
brj-23200	168	1	-1000	-1000	INTJ
brj-23200	169	1	-500	-500	NUM
brj-23200	169	2	0	0	NUM
brj-23200	169	3	500	500	NUM
brj-23200	169	4	1000	1000	NUM
brj-23200	169	5	1500	1500	NUM
brj-23200	169	6	2000	2000	NUM
brj-23200	169	7	0	0	NUM
brj-23200	169	8	100	100	NUM
brj-23200	169	9	200	200	NUM
brj-23200	169	10	300	300	NUM
brj-23200	169	11	400	400	NUM
brj-23200	169	12	500	500	NUM
brj-23200	169	13	600	600	NUM
brj-23200	169	14	700	700	NUM
brj-23200	169	15			NOUN
brj-23200	169	16	(	(	PUNCT
brj-23200	169	17			NOUN
brj-23200	169	18			PROPN
brj-23200	169	19	)	)	PUNCT
brj-23200	169	20	x	x	X
brj-23200	169	21	(	(	PUNCT
brj-23200	169	22	mm	mm	INTJ
brj-23200	169	23	)	)	PUNCT
brj-23200	169	24	p	p	X
brj-23200	169	25	/	/	SYM
brj-23200	169	26	p	p	NOUN
brj-23200	169	27	u	u	NOUN
brj-23200	169	28	=	=	NOUN
brj-23200	169	29	0.1	0.1	NUM
brj-23200	169	30	p	p	NOUN
brj-23200	169	31	/	/	SYM
brj-23200	169	32	p	p	NOUN
brj-23200	169	33	u	u	NOUN
brj-23200	169	34	=	=	NOUN
brj-23200	169	35	0.2	0.2	NUM
brj-23200	169	36	p	p	NOUN
brj-23200	169	37	/	/	SYM
brj-23200	169	38	p	p	NOUN
brj-23200	169	39	u	u	NOUN
brj-23200	169	40	=	=	NOUN
brj-23200	169	41	0.4	0.4	NUM
brj-23200	169	42	p	p	NOUN
brj-23200	169	43	/	/	SYM
brj-23200	169	44	p	p	X
brj-23200	169	45	u	u	NOUN
brj-23200	169	46	=	=	NOUN
brj-23200	169	47	0.6	0.6	NUM
brj-23200	169	48	p	p	NOUN
brj-23200	169	49	/	/	SYM
brj-23200	169	50	p	p	X
brj-23200	169	51	u	u	NOUN
brj-23200	169	52	=	=	NOUN
brj-23200	169	53	0.8	0.8	NUM
brj-23200	169	54	p	p	NOUN
brj-23200	169	55	/	/	SYM
brj-23200	169	56	p	p	NOUN
brj-23200	169	57	u	u	NOUN
brj-23200	169	58	=	=	NOUN
brj-23200	169	59	1.0	1.0	NUM
brj-23200	169	60	(	(	PUNCT
brj-23200	169	61	a	a	NOUN
brj-23200	169	62	)	)	PUNCT
brj-23200	169	63	(	(	PUNCT
brj-23200	169	64	b	b	X
brj-23200	169	65	)	)	PUNCT
brj-23200	169	66	fig	fig	NOUN
brj-23200	169	67	.	.	PUNCT
brj-23200	170	1	7	7	X
brj-23200	170	2	.	.	X
brj-23200	170	3	strain	strain	NOUN
brj-23200	170	4	distributions	distribution	NOUN
brj-23200	170	5	of	of	ADP
brj-23200	170	6	concrete	concrete	ADJ
brj-23200	170	7	slab	slab	NOUN
brj-23200	170	8	at	at	ADP
brj-23200	170	9	(	(	PUNCT
brj-23200	170	10	a	a	X
brj-23200	170	11	)	)	PUNCT
brj-23200	170	12	mid	mid	NOUN
brj-23200	170	13	-	-	NOUN
brj-23200	170	14	span	span	NOUN
brj-23200	170	15	and	and	CCONJ
brj-23200	170	16	(	(	PUNCT
brj-23200	170	17	b	b	NOUN
brj-23200	170	18	)	)	PUNCT
brj-23200	170	19	quarter	quarter	NOUN
brj-23200	170	20	-	-	PUNCT
brj-23200	170	21	span	span	NOUN
brj-23200	170	22	bending	bend	VERB
brj-23200	170	23	stiffness	stiffness	NOUN
brj-23200	170	24	of	of	ADP
brj-23200	170	25	composite	composite	ADJ
brj-23200	170	26	slab	slab	NOUN
brj-23200	170	27	the	the	DET
brj-23200	170	28	compressive	compressive	ADJ
brj-23200	170	29	stress	stress	NOUN
brj-23200	170	30	of	of	ADP
brj-23200	170	31	concrete	concrete	ADJ
brj-23200	170	32	slab	slab	NOUN
brj-23200	170	33	in	in	ADP
brj-23200	170	34	the	the	DET
brj-23200	170	35	composite	composite	ADJ
brj-23200	170	36	slab	slab	NOUN
brj-23200	170	37	was	be	AUX
brj-23200	170	38	uniformly	uniformly	ADV
brj-23200	170	39	distributed	distribute	VERB
brj-23200	170	40	along	along	ADP
brj-23200	170	41	the	the	DET
brj-23200	170	42	width	width	ADJ
brj-23200	170	43	direction	direction	NOUN
brj-23200	170	44	.	.	PUNCT
brj-23200	171	1	the	the	DET
brj-23200	171	2	main	main	ADJ
brj-23200	171	3	reason	reason	NOUN
brj-23200	171	4	was	be	AUX
brj-23200	171	5	that	that	SCONJ
brj-23200	171	6	the	the	DET
brj-23200	171	7	shear	shear	NOUN
brj-23200	171	8	deformation	deformation	NOUN
brj-23200	171	9	and	and	CCONJ
brj-23200	171	10	shear	shear	NOUN
brj-23200	171	11	lag	lag	NOUN
brj-23200	171	12	effect	effect	NOUN
brj-23200	171	13	occurred	occur	VERB
brj-23200	171	14	in	in	ADP
brj-23200	171	15	concrete	concrete	ADJ
brj-23200	171	16	slab	slab	NOUN
brj-23200	171	17	.	.	PUNCT
brj-23200	172	1	to	to	PART
brj-23200	172	2	consider	consider	VERB
brj-23200	172	3	the	the	DET
brj-23200	172	4	effect	effect	NOUN
brj-23200	172	5	of	of	ADP
brj-23200	172	6	non	non	ADJ
brj-23200	172	7	-	-	ADJ
brj-23200	172	8	uniform	uniform	ADJ
brj-23200	172	9	distributions	distribution	NOUN
brj-23200	172	10	of	of	ADP
brj-23200	172	11	compressive	compressive	ADJ
brj-23200	172	12	stress	stress	NOUN
brj-23200	172	13	within	within	ADP
brj-23200	172	14	concretes	concrete	NOUN
brj-23200	172	15	slab	slab	NOUN
brj-23200	172	16	,	,	PUNCT
brj-23200	172	17	the	the	DET
brj-23200	172	18	effective	effective	ADJ
brj-23200	172	19	width	width	NOUN
brj-23200	172	20	of	of	ADP
brj-23200	172	21	the	the	DET
brj-23200	172	22	concrete	concrete	ADJ
brj-23200	172	23	slab	slab	NOUN
brj-23200	172	24	beff	beff	NOUN
brj-23200	172	25	was	be	AUX
brj-23200	172	26	employed	employ	VERB
brj-23200	172	27	.	.	PUNCT
brj-23200	173	1	it	it	PRON
brj-23200	173	2	was	be	AUX
brj-23200	173	3	postulated	postulate	VERB
brj-23200	173	4	that	that	SCONJ
brj-23200	173	5	the	the	DET
brj-23200	173	6	compressive	compressive	ADJ
brj-23200	173	7	stresses	stress	NOUN
brj-23200	173	8	exhibited	exhibit	VERB
brj-23200	173	9	a	a	DET
brj-23200	173	10	uniform	uniform	ADJ
brj-23200	173	11	distribution	distribution	NOUN
brj-23200	173	12	within	within	ADP
brj-23200	173	13	the	the	DET
brj-23200	173	14	span	span	NOUN
brj-23200	173	15	of	of	ADP
brj-23200	173	16	the	the	DET
brj-23200	173	17	effective	effective	ADJ
brj-23200	173	18	width	width	NOUN
brj-23200	173	19	,	,	PUNCT
brj-23200	173	20	and	and	CCONJ
brj-23200	173	21	the	the	DET
brj-23200	173	22	compressive	compressive	ADJ
brj-23200	173	23	stresses	stress	NOUN
brj-23200	173	24	of	of	ADP
brj-23200	173	25	concrete	concrete	NOUN
brj-23200	173	26	outside	outside	ADP
brj-23200	173	27	the	the	DET
brj-23200	173	28	effective	effective	ADJ
brj-23200	173	29	width	width	NOUN
brj-23200	173	30	were	be	AUX
brj-23200	173	31	not	not	PART
brj-23200	173	32	considered	consider	VERB
brj-23200	173	33	.	.	PUNCT
brj-23200	174	1	to	to	PART
brj-23200	174	2	predict	predict	VERB
brj-23200	174	3	the	the	DET
brj-23200	174	4	bending	bend	VERB
brj-23200	174	5	stiffness	stiffness	NOUN
brj-23200	174	6	of	of	ADP
brj-23200	174	7	composite	composite	ADJ
brj-23200	174	8	slab	slab	NOUN
brj-23200	174	9	,	,	PUNCT
brj-23200	174	10	the	the	DET
brj-23200	174	11	effective	effective	ADJ
brj-23200	174	12	width	width	NOUN
brj-23200	174	13	of	of	ADP
brj-23200	174	14	the	the	DET
brj-23200	174	15	concrete	concrete	ADJ
brj-23200	174	16	slab	slab	NOUN
brj-23200	174	17	had	have	VERB
brj-23200	174	18	to	to	PART
brj-23200	174	19	be	be	AUX
brj-23200	174	20	ascertained	ascertain	VERB
brj-23200	174	21	.	.	PUNCT
brj-23200	175	1	the	the	DET
brj-23200	175	2	simplified	simplified	ADJ
brj-23200	175	3	calculation	calculation	NOUN
brj-23200	175	4	method	method	NOUN
brj-23200	175	5	for	for	ADP
brj-23200	175	6	the	the	DET
brj-23200	175	7	effective	effective	ADJ
brj-23200	175	8	width	width	NOUN
brj-23200	175	9	of	of	ADP
brj-23200	175	10	concrete	concrete	ADJ
brj-23200	175	11	slab	slab	NOUN
brj-23200	175	12	in	in	ADP
brj-23200	175	13	t	t	PROPN
brj-23200	175	14	-	-	PUNCT
brj-23200	175	15	section	section	NOUN
brj-23200	175	16	bending	bend	VERB
brj-23200	175	17	member	member	NOUN
brj-23200	175	18	was	be	AUX
brj-23200	175	19	presented	present	VERB
brj-23200	175	20	in	in	ADP
brj-23200	175	21	gb	gb	PROPN
brj-23200	175	22	50010	50010	NUM
brj-23200	175	23	(	(	PUNCT
brj-23200	175	24	2010	2010	NUM
brj-23200	175	25	)	)	PUNCT
brj-23200	175	26	,	,	PUNCT
brj-23200	176	1	t	t	PROPN
brj-23200	176	2	c	c	PROPN
brj-23200	176	3	eff	eff	PROPN
brj-23200	176	4	t	t	PROPN
brj-23200	176	5	n	n	PROPN
brj-23200	176	6	0	0	NUM
brj-23200	176	7	12	12	NUM
brj-23200	176	8	min	min	NOUN
brj-23200	176	9	/	/	SYM
brj-23200	176	10	3	3	NUM
brj-23200	176	11	b	b	PROPN
brj-23200	176	12	h	h	NOUN
brj-23200	176	13	b	b	PROPN
brj-23200	176	14	b	b	PROPN
brj-23200	176	15	s	s	X
brj-23200	176	16	l	l	NOUN
brj-23200	176	17	+	+	NOUN
brj-23200	176	18			NOUN
brj-23200	176	19			NOUN
brj-23200	176	20	=	=	PUNCT
brj-23200	176	21	+	+	NOUN
brj-23200	176	22			NUM
brj-23200	176	23			NUM
brj-23200	176	24			PROPN
brj-23200	176	25	(	(	PUNCT
brj-23200	176	26	1	1	NUM
brj-23200	176	27	)	)	PUNCT
brj-23200	176	28	where	where	SCONJ
brj-23200	176	29	bt	bt	NOUN
brj-23200	176	30	is	be	AUX
brj-23200	176	31	wood	wood	NOUN
brj-23200	176	32	beam	beam	NOUN
brj-23200	176	33	width	width	NOUN
brj-23200	176	34	,	,	PUNCT
brj-23200	176	35	hc	hc	PROPN
brj-23200	176	36	is	be	AUX
brj-23200	176	37	concrete	concrete	ADJ
brj-23200	176	38	slab	slab	NOUN
brj-23200	176	39	thickness	thickness	NOUN
brj-23200	176	40	,	,	PUNCT
brj-23200	176	41	sn	sn	PROPN
brj-23200	176	42	is	be	AUX
brj-23200	176	43	clear	clear	ADJ
brj-23200	176	44	distance	distance	NOUN
brj-23200	176	45	between	between	ADP
brj-23200	176	46	rib	rib	NOUN
brj-23200	176	47	beam	beam	NOUN
brj-23200	176	48	,	,	PUNCT
brj-23200	176	49	and	and	CCONJ
brj-23200	176	50	l0	l0	PROPN
brj-23200	176	51	is	be	AUX
brj-23200	176	52	beam	beam	NOUN
brj-23200	176	53	span	span	NOUN
brj-23200	176	54	.	.	PUNCT
brj-23200	177	1	the	the	DET
brj-23200	177	2	m	m	ADV
brj-23200	177	3	-	-	PUNCT
brj-23200	177	4	shaped	shape	VERB
brj-23200	177	5	cross	cross	NOUN
brj-23200	177	6	-	-	NOUN
brj-23200	177	7	section	section	NOUN
brj-23200	177	8	of	of	ADP
brj-23200	177	9	the	the	DET
brj-23200	177	10	composite	composite	ADJ
brj-23200	177	11	slab	slab	NOUN
brj-23200	177	12	is	be	AUX
brj-23200	177	13	derived	derive	VERB
brj-23200	177	14	to	to	ADP
brj-23200	177	15	a	a	DET
brj-23200	177	16	t	t	NOUN
brj-23200	177	17	-	-	PUNCT
brj-23200	177	18	section	section	NOUN
brj-23200	177	19	composite	composite	ADJ
brj-23200	177	20	beam	beam	NOUN
brj-23200	177	21	(	(	PUNCT
brj-23200	177	22	fig	fig	NOUN
brj-23200	177	23	.	.	PUNCT
brj-23200	178	1	8)	8)	NUM
brj-23200	178	2	.	.	PUNCT
brj-23200	179	1	the	the	DET
brj-23200	179	2	wood	wood	NOUN
brj-23200	179	3	-	-	PUNCT
brj-23200	179	4	concrete	concrete	NOUN
brj-23200	179	5	composite	composite	ADJ
brj-23200	179	6	slab	slab	NOUN
brj-23200	179	7	using	use	VERB
brj-23200	179	8	ductile	ductile	NOUN
brj-23200	179	9	connections	connection	NOUN
brj-23200	179	10	can	can	AUX
brj-23200	179	11	be	be	AUX
brj-23200	179	12	considered	consider	VERB
brj-23200	179	13	as	as	ADP
brj-23200	179	14	a	a	DET
brj-23200	179	15	floor	floor	NOUN
brj-23200	179	16	system	system	NOUN
brj-23200	179	17	exhibiting	exhibit	VERB
brj-23200	179	18	partial	partial	ADJ
brj-23200	179	19	composite	composite	ADJ
brj-23200	179	20	action	action	NOUN
brj-23200	179	21	.	.	PUNCT
brj-23200	180	1	when	when	SCONJ
brj-23200	180	2	subjected	subject	VERB
brj-23200	180	3	to	to	ADP
brj-23200	180	4	bending	bend	VERB
brj-23200	180	5	loads	load	NOUN
brj-23200	180	6	,	,	PUNCT
brj-23200	180	7	there	there	PRON
brj-23200	180	8	are	be	VERB
brj-23200	180	9	relative	relative	ADJ
brj-23200	180	10	slips	slip	NOUN
brj-23200	180	11	at	at	ADP
brj-23200	180	12	the	the	DET
brj-23200	180	13	wood	wood	NOUN
brj-23200	180	14	-	-	PUNCT
brj-23200	180	15	concrete	concrete	NOUN
brj-23200	180	16	interface	interface	NOUN
brj-23200	180	17	.	.	PUNCT
brj-23200	181	1	therefore	therefore	ADV
brj-23200	181	2	,	,	PUNCT
brj-23200	181	3	the	the	DET
brj-23200	181	4	influence	influence	NOUN
brj-23200	181	5	of	of	ADP
brj-23200	181	6	interface	interface	NOUN
brj-23200	181	7	slips	slip	VERB
brj-23200	181	8	needs	need	NOUN
brj-23200	181	9	to	to	PART
brj-23200	181	10	be	be	AUX
brj-23200	181	11	considered	consider	VERB
brj-23200	181	12	in	in	ADP
brj-23200	181	13	calculating	calculate	VERB
brj-23200	181	14	the	the	DET
brj-23200	181	15	bending	bend	VERB
brj-23200	181	16	stiffness	stiffness	NOUN
brj-23200	181	17	.	.	PUNCT
brj-23200	182	1	presently	presently	ADV
brj-23200	182	2	,	,	PUNCT
brj-23200	182	3	the	the	DET
brj-23200	182	4	linear	linear	ADJ
brj-23200	182	5	-	-	PUNCT
brj-23200	182	6	elastic	elastic	ADJ
brj-23200	182	7	analytical	analytical	ADJ
brj-23200	182	8	model	model	NOUN
brj-23200	182	9	is	be	AUX
brj-23200	182	10	prevalently	prevalently	ADV
brj-23200	182	11	employed	employ	VERB
brj-23200	182	12	in	in	ADP
brj-23200	182	13	the	the	DET
brj-23200	182	14	design	design	NOUN
brj-23200	182	15	of	of	ADP
brj-23200	182	16	wood	wood	NOUN
brj-23200	182	17	-	-	PUNCT
brj-23200	182	18	concrete	concrete	NOUN
brj-23200	182	19	composite	composite	ADJ
brj-23200	182	20	beams	beam	NOUN
brj-23200	182	21	integrated	integrate	VERB
brj-23200	182	22	using	use	VERB
brj-23200	182	23	ductile	ductile	NOUN
brj-23200	182	24	connections	connection	NOUN
brj-23200	182	25	.	.	PUNCT
brj-23200	183	1	this	this	DET
brj-23200	183	2	model	model	NOUN
brj-23200	183	3	assumed	assume	VERB
brj-23200	183	4	peer	peer	NOUN
brj-23200	183	5	-	-	PUNCT
brj-23200	183	6	reviewed	review	VERB
brj-23200	183	7	article	article	NOUN
brj-23200	183	8	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-23200	183	9	du	du	PROPN
brj-23200	183	10	et	et	PROPN
brj-23200	183	11	al	al	PROPN
brj-23200	183	12	.	.	PROPN
brj-23200	184	1	(	(	PUNCT
brj-23200	184	2	2024	2024	NUM
brj-23200	184	3	)	)	PUNCT
brj-23200	184	4	.	.	PUNCT
brj-23200	185	1	“	"	PUNCT
brj-23200	185	2	bending	bend	VERB
brj-23200	185	3	of	of	ADP
brj-23200	185	4	composite	composite	ADJ
brj-23200	185	5	slab	slab	NOUN
brj-23200	185	6	,	,	PUNCT
brj-23200	185	7	”	"	PUNCT
brj-23200	185	8	bioresources	bioresource	NOUN
brj-23200	185	9	19(1	19(1	NUM
brj-23200	185	10	)	)	PUNCT
brj-23200	185	11	,	,	PUNCT
brj-23200	185	12	1558	1558	NUM
brj-23200	185	13	-	-	SYM
brj-23200	185	14	1570	1570	NUM
brj-23200	185	15	.	.	PUNCT
brj-23200	185	16	1566	1566	NUM
brj-23200	185	17	that	that	PRON
brj-23200	185	18	all	all	DET
brj-23200	185	19	constituent	constituent	ADJ
brj-23200	185	20	materials	material	NOUN
brj-23200	185	21	(	(	PUNCT
brj-23200	185	22	concrete	concrete	ADJ
brj-23200	185	23	,	,	PUNCT
brj-23200	185	24	wood	wood	NOUN
brj-23200	185	25	,	,	PUNCT
brj-23200	185	26	and	and	CCONJ
brj-23200	185	27	shear	shear	NOUN
brj-23200	185	28	connections	connection	NOUN
brj-23200	185	29	)	)	PUNCT
brj-23200	185	30	persist	persist	VERB
brj-23200	185	31	in	in	ADP
brj-23200	185	32	the	the	DET
brj-23200	185	33	linear	linear	ADJ
brj-23200	185	34	elastic	elastic	ADJ
brj-23200	185	35	stage	stage	NOUN
brj-23200	185	36	until	until	SCONJ
brj-23200	185	37	the	the	DET
brj-23200	185	38	wood	wood	NOUN
brj-23200	185	39	members	member	NOUN
brj-23200	185	40	were	be	AUX
brj-23200	185	41	destroyed	destroy	VERB
brj-23200	185	42	.	.	PUNCT
brj-23200	186	1	eurocode	eurocode	VERB
brj-23200	186	2	5	5	NUM
brj-23200	186	3	(	(	PUNCT
brj-23200	186	4	2004	2004	NUM
brj-23200	186	5	)	)	PUNCT
brj-23200	186	6	provides	provide	VERB
brj-23200	186	7	a	a	DET
brj-23200	186	8	simplified	simplified	ADJ
brj-23200	186	9	computational	computational	ADJ
brj-23200	186	10	approach	approach	NOUN
brj-23200	186	11	to	to	PART
brj-23200	186	12	ascertain	ascertain	VERB
brj-23200	186	13	the	the	DET
brj-23200	186	14	bending	bend	VERB
brj-23200	186	15	stiffness	stiffness	NOUN
brj-23200	186	16	of	of	ADP
brj-23200	186	17	the	the	DET
brj-23200	186	18	beams	beam	NOUN
brj-23200	186	19	with	with	ADP
brj-23200	186	20	partial	partial	ADJ
brj-23200	186	21	composite	composite	ADJ
brj-23200	186	22	action	action	NOUN
brj-23200	186	23	.	.	PUNCT
brj-23200	187	1	by	by	ADP
brj-23200	187	2	using	use	VERB
brj-23200	187	3	this	this	DET
brj-23200	187	4	analytical	analytical	ADJ
brj-23200	187	5	model	model	NOUN
brj-23200	187	6	,	,	PUNCT
brj-23200	187	7	the	the	DET
brj-23200	187	8	bending	bend	VERB
brj-23200	187	9	stiffness	stiffness	NOUN
brj-23200	187	10	of	of	ADP
brj-23200	187	11	woodconcrete	woodconcrete	ADJ
brj-23200	187	12	composite	composite	ADJ
brj-23200	187	13	slab	slab	NOUN
brj-23200	187	14	could	could	AUX
brj-23200	187	15	be	be	AUX
brj-23200	187	16	estimated	estimate	VERB
brj-23200	187	17	,	,	PUNCT
brj-23200	187	18	considering	consider	VERB
brj-23200	187	19	the	the	DET
brj-23200	187	20	impact	impact	NOUN
brj-23200	187	21	of	of	ADP
brj-23200	187	22	interfacial	interfacial	ADJ
brj-23200	187	23	slips	slip	NOUN
brj-23200	187	24	and	and	CCONJ
brj-23200	187	25	the	the	DET
brj-23200	187	26	linear	linear	ADJ
brj-23200	187	27	-	-	PUNCT
brj-23200	187	28	elastic	elastic	ADJ
brj-23200	187	29	behavior	behavior	NOUN
brj-23200	187	30	of	of	ADP
brj-23200	187	31	the	the	DET
brj-23200	187	32	composite	composite	ADJ
brj-23200	187	33	components	component	NOUN
brj-23200	187	34	involved	involve	VERB
brj-23200	187	35	.	.	PUNCT
brj-23200	188	1	this	this	PRON
brj-23200	188	2	allows	allow	VERB
brj-23200	188	3	for	for	ADP
brj-23200	188	4	a	a	DET
brj-23200	188	5	more	more	ADV
brj-23200	188	6	accurate	accurate	ADJ
brj-23200	188	7	prediction	prediction	NOUN
brj-23200	188	8	of	of	ADP
brj-23200	188	9	the	the	DET
brj-23200	188	10	structural	structural	ADJ
brj-23200	188	11	response	response	NOUN
brj-23200	188	12	and	and	CCONJ
brj-23200	188	13	performance	performance	NOUN
brj-23200	188	14	of	of	ADP
brj-23200	188	15	the	the	DET
brj-23200	188	16	composite	composite	ADJ
brj-23200	188	17	slab	slab	NOUN
brj-23200	188	18	during	during	ADP
brj-23200	188	19	bending	bend	VERB
brj-23200	188	20	.	.	PUNCT
brj-23200	189	1	fig	fig	NOUN
brj-23200	189	2	.	.	PUNCT
brj-23200	190	1	8	8	X
brj-23200	190	2	.	.	PUNCT
brj-23200	190	3	calculation	calculation	NOUN
brj-23200	190	4	model	model	NOUN
brj-23200	190	5	of	of	ADP
brj-23200	190	6	t	t	PROPN
brj-23200	190	7	-	-	PUNCT
brj-23200	190	8	section	section	NOUN
brj-23200	190	9	composite	composite	ADJ
brj-23200	190	10	beam	beam	NOUN
brj-23200	191	1	2	2	NUM
brj-23200	191	2	2	2	NUM
brj-23200	191	3	eff	eff	PROPN
brj-23200	191	4	1	1	NUM
brj-23200	191	5	1	1	NUM
brj-23200	191	6	2	2	NUM
brj-23200	191	7	2	2	NUM
brj-23200	191	8	1	1	NUM
brj-23200	191	9	1	1	NUM
brj-23200	191	10	1	1	NUM
brj-23200	191	11	1	1	NUM
brj-23200	191	12	2	2	NUM
brj-23200	191	13	2	2	NUM
brj-23200	191	14	2	2	NUM
brj-23200	191	15	2ei	2ei	NOUN
brj-23200	191	16	e	e	NOUN
brj-23200	191	17	i	i	NOUN
brj-23200	191	18	e	e	VERB
brj-23200	192	1	i	i	NOUN
brj-23200	192	2	e	e	VERB
brj-23200	192	3	a	a	DET
brj-23200	192	4	a	a	DET
brj-23200	192	5	e	e	NOUN
brj-23200	192	6	a	a	DET
brj-23200	192	7	a	a	NOUN
brj-23200	192	8	=	=	NOUN
brj-23200	192	9	+	+	X
brj-23200	193	1	+	+	CCONJ
brj-23200	193	2	+	+	CCONJ
brj-23200	193	3	(	(	PUNCT
brj-23200	193	4	2	2	NUM
brj-23200	193	5	)	)	SYM
brj-23200	193	6	1	1	NUM
brj-23200	193	7	2	2	NUM
brj-23200	193	8	1	1	NUM
brj-23200	193	9	1	1	NUM
brj-23200	193	10	2	2	NUM
brj-23200	193	11	1	1	NUM
brj-23200	193	12	π	π	SYM
brj-23200	193	13	1	1	NUM
brj-23200	193	14	e	e	NOUN
brj-23200	193	15	a	a	DET
brj-23200	193	16	s	s	X
brj-23200	193	17	kl	kl	NOUN
brj-23200	193	18	=	=	PUNCT
brj-23200	194	1	+	+	NUM
brj-23200	194	2			NUM
brj-23200	194	3	(	(	PUNCT
brj-23200	194	4	3	3	NUM
brj-23200	194	5	)	)	SYM
brj-23200	195	1	1	1	NUM
brj-23200	195	2	1	1	NUM
brj-23200	195	3	1	1	NUM
brj-23200	195	4	1	1	NUM
brj-23200	195	5	2	2	NUM
brj-23200	195	6	2	2	NUM
brj-23200	195	7	1	1	NUM
brj-23200	195	8	1	1	NUM
brj-23200	195	9	1	1	NUM
brj-23200	195	10	2	2	NUM
brj-23200	195	11	2	2	NUM
brj-23200	195	12	2	2	NUM
brj-23200	195	13	(	(	PUNCT
brj-23200	195	14	/2	/2	PUNCT
brj-23200	195	15	/2)e	/2)e	PUNCT
brj-23200	195	16	a	a	DET
brj-23200	195	17	h	h	NOUN
brj-23200	195	18	h	h	NOUN
brj-23200	195	19	a	a	DET
brj-23200	195	20	e	e	NOUN
brj-23200	195	21	a	a	DET
brj-23200	195	22	e	e	NOUN
brj-23200	195	23	a	a	DET
brj-23200	195	24			NUM
brj-23200	195	25			NUM
brj-23200	195	26			NUM
brj-23200	195	27	+	+	PUNCT
brj-23200	196	1	=	=	PUNCT
brj-23200	196	2	+	+	CCONJ
brj-23200	196	3	(	(	PUNCT
brj-23200	196	4	4	4	NUM
brj-23200	196	5	)	)	SYM
brj-23200	196	6	1	1	NUM
brj-23200	196	7	2	2	NUM
brj-23200	196	8	1	1	NUM
brj-23200	196	9	2	2	NUM
brj-23200	196	10	2	2	NUM
brj-23200	196	11	h	h	NOUN
brj-23200	196	12	h	h	NOUN
brj-23200	196	13	a	a	DET
brj-23200	196	14	a	a	DET
brj-23200	196	15	+	+	NOUN
brj-23200	196	16	=	=	SYM
brj-23200	196	17	−	−	PROPN
brj-23200	196	18	(	(	PUNCT
brj-23200	196	19	5	5	NUM
brj-23200	196	20	)	)	PUNCT
brj-23200	196	21	in	in	ADP
brj-23200	196	22	eqs	eqs	PROPN
brj-23200	196	23	.	.	PROPN
brj-23200	196	24	2	2	NUM
brj-23200	196	25	through	through	ADP
brj-23200	196	26	5	5	NUM
brj-23200	196	27	,	,	PUNCT
brj-23200	196	28	eieff	eieff	NOUN
brj-23200	196	29	is	be	AUX
brj-23200	196	30	bending	bend	VERB
brj-23200	196	31	stiffness	stiffness	NOUN
brj-23200	196	32	of	of	ADP
brj-23200	196	33	composite	composite	ADJ
brj-23200	196	34	beams	beam	NOUN
brj-23200	196	35	,	,	PUNCT
brj-23200	196	36	k	k	PROPN
brj-23200	196	37	is	be	AUX
brj-23200	196	38	service	service	NOUN
brj-23200	196	39	slip	slip	NOUN
brj-23200	196	40	modulus	modulus	NOUN
brj-23200	196	41	of	of	ADP
brj-23200	196	42	screw	screw	ADJ
brj-23200	196	43	connection	connection	NOUN
brj-23200	196	44	,	,	PUNCT
brj-23200	196	45	s	s	VERB
brj-23200	196	46	is	be	AUX
brj-23200	196	47	spacing	space	VERB
brj-23200	196	48	of	of	ADP
brj-23200	196	49	the	the	DET
brj-23200	196	50	shear	shear	NOUN
brj-23200	196	51	connector	connector	NOUN
brj-23200	196	52	,	,	PUNCT
brj-23200	196	53	and	and	CCONJ
brj-23200	196	54	l	l	NOUN
brj-23200	196	55	is	be	AUX
brj-23200	196	56	span	span	NOUN
brj-23200	196	57	of	of	ADP
brj-23200	196	58	beam	beam	NOUN
brj-23200	196	59	.	.	PUNCT
brj-23200	197	1	bending	bend	VERB
brj-23200	197	2	capacity	capacity	NOUN
brj-23200	197	3	of	of	ADP
brj-23200	197	4	composite	composite	ADJ
brj-23200	197	5	slab	slab	NOUN
brj-23200	197	6	the	the	DET
brj-23200	197	7	linear	linear	ADJ
brj-23200	197	8	-	-	PUNCT
brj-23200	197	9	elastic	elastic	ADJ
brj-23200	197	10	analytical	analytical	ADJ
brj-23200	197	11	model	model	NOUN
brj-23200	197	12	is	be	AUX
brj-23200	197	13	widely	widely	ADV
brj-23200	197	14	adopted	adopt	VERB
brj-23200	197	15	in	in	ADP
brj-23200	197	16	predicting	predict	VERB
brj-23200	197	17	the	the	DET
brj-23200	197	18	bending	bend	VERB
brj-23200	197	19	capacity	capacity	NOUN
brj-23200	197	20	of	of	ADP
brj-23200	197	21	wood	wood	NOUN
brj-23200	197	22	-	-	PUNCT
brj-23200	197	23	concrete	concrete	ADJ
brj-23200	197	24	composite	composite	ADJ
brj-23200	197	25	beam	beam	NOUN
brj-23200	197	26	.	.	PUNCT
brj-23200	198	1	this	this	DET
brj-23200	198	2	approach	approach	NOUN
brj-23200	198	3	assumes	assume	VERB
brj-23200	198	4	that	that	SCONJ
brj-23200	198	5	the	the	DET
brj-23200	198	6	concrete	concrete	ADJ
brj-23200	198	7	,	,	PUNCT
brj-23200	198	8	wood	wood	NOUN
brj-23200	198	9	and	and	CCONJ
brj-23200	198	10	shear	shear	NOUN
brj-23200	198	11	connections	connection	NOUN
brj-23200	198	12	remain	remain	VERB
brj-23200	198	13	within	within	ADP
brj-23200	198	14	the	the	DET
brj-23200	198	15	linear	linear	ADJ
brj-23200	198	16	elastic	elastic	ADJ
brj-23200	198	17	range	range	NOUN
brj-23200	198	18	.	.	PUNCT
brj-23200	199	1	consequently	consequently	ADV
brj-23200	199	2	,	,	PUNCT
brj-23200	199	3	the	the	DET
brj-23200	199	4	bending	bending	NOUN
brj-23200	199	5	bearing	bear	VERB
brj-23200	199	6	capacity	capacity	NOUN
brj-23200	199	7	of	of	ADP
brj-23200	199	8	composite	composite	ADJ
brj-23200	199	9	beams	beam	NOUN
brj-23200	199	10	was	be	AUX
brj-23200	199	11	determined	determine	VERB
brj-23200	199	12	according	accord	VERB
brj-23200	199	13	to	to	ADP
brj-23200	199	14	the	the	DET
brj-23200	199	15	ultimate	ultimate	ADJ
brj-23200	199	16	limit	limit	NOUN
brj-23200	199	17	state	state	NOUN
brj-23200	199	18	of	of	ADP
brj-23200	199	19	the	the	DET
brj-23200	199	20	timber	timber	NOUN
brj-23200	199	21	member	member	NOUN
brj-23200	199	22	,	,	PUNCT
brj-23200	199	23	concrete	concrete	ADJ
brj-23200	199	24	slab	slab	NOUN
brj-23200	199	25	and	and	CCONJ
brj-23200	199	26	shear	shear	NOUN
brj-23200	199	27	connectors	connector	NOUN
brj-23200	199	28	.	.	PUNCT
brj-23200	200	1	upon	upon	SCONJ
brj-23200	200	2	the	the	DET
brj-23200	200	3	determination	determination	NOUN
brj-23200	200	4	of	of	ADP
brj-23200	200	5	the	the	DET
brj-23200	200	6	bending	bend	VERB
brj-23200	200	7	stiffness	stiffness	NOUN
brj-23200	200	8	ei	ei	NOUN
brj-23200	200	9	,	,	PUNCT
brj-23200	200	10	the	the	DET
brj-23200	200	11	following	follow	VERB
brj-23200	200	12	equations	equation	NOUN
brj-23200	200	13	were	be	AUX
brj-23200	200	14	used	use	VERB
brj-23200	200	15	to	to	PART
brj-23200	200	16	calculate	calculate	VERB
brj-23200	200	17	the	the	DET
brj-23200	200	18	normal	normal	ADJ
brj-23200	200	19	stresses	stress	NOUN
brj-23200	200	20	of	of	ADP
brj-23200	200	21	the	the	DET
brj-23200	200	22	timber	timber	NOUN
brj-23200	200	23	member	member	NOUN
brj-23200	200	24	and	and	CCONJ
brj-23200	200	25	concrete	concrete	ADJ
brj-23200	200	26	slab	slab	NOUN
brj-23200	200	27	:	:	PUNCT
brj-23200	200	28	bending	bend	VERB
brj-23200	200	29	stress	stress	NOUN
brj-23200	200	30	:	:	PUNCT
brj-23200	200	31	1	1	NUM
brj-23200	200	32	1	1	NUM
brj-23200	200	33	1	1	NUM
brj-23200	200	34	,	,	PUNCT
brj-23200	200	35	(	(	PUNCT
brj-23200	200	36	)	)	PUNCT
brj-23200	200	37	(	(	PUNCT
brj-23200	200	38	)	)	PUNCT
brj-23200	200	39	2	2	NUM
brj-23200	200	40	m	m	NOUN
brj-23200	200	41	i	i	NOUN
brj-23200	200	42	h	h	NOUN
brj-23200	201	1	e	e	NOUN
brj-23200	201	2	x	x	PUNCT
brj-23200	201	3	m	m	VERB
brj-23200	201	4	x	x	VERB
brj-23200	201	5	ei	ei	ADP
brj-23200	201	6			PROPN
brj-23200	201	7	=	=	SYM
brj-23200	201	8			PROPN
brj-23200	201	9	;	;	PUNCT
brj-23200	201	10	2	2	NUM
brj-23200	201	11	2	2	NUM
brj-23200	201	12	2	2	NUM
brj-23200	201	13	,	,	PUNCT
brj-23200	201	14	(	(	PUNCT
brj-23200	201	15	)	)	PUNCT
brj-23200	201	16	(	(	PUNCT
brj-23200	201	17	)	)	PUNCT
brj-23200	201	18	2	2	NUM
brj-23200	201	19	m	m	NOUN
brj-23200	201	20	i	i	NOUN
brj-23200	201	21	h	h	NOUN
brj-23200	201	22	e	e	NOUN
brj-23200	201	23	x	x	PUNCT
brj-23200	201	24	m	m	VERB
brj-23200	201	25	x	x	VERB
brj-23200	201	26	ei	ei	ADP
brj-23200	201	27			PROPN
brj-23200	201	28	=	=	SYM
brj-23200	201	29			PROPN
brj-23200	201	30	(	(	PUNCT
brj-23200	201	31	6	6	NUM
brj-23200	201	32	)	)	PUNCT
brj-23200	201	33	peer	peer	NOUN
brj-23200	201	34	-	-	PUNCT
brj-23200	201	35	reviewed	review	VERB
brj-23200	201	36	article	article	NOUN
brj-23200	201	37	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-23200	201	38	du	du	PROPN
brj-23200	201	39	et	et	PROPN
brj-23200	201	40	al	al	PROPN
brj-23200	201	41	.	.	PROPN
brj-23200	201	42	(	(	PUNCT
brj-23200	201	43	2024	2024	NUM
brj-23200	201	44	)	)	PUNCT
brj-23200	201	45	.	.	PUNCT
brj-23200	202	1	“	"	PUNCT
brj-23200	202	2	bending	bend	VERB
brj-23200	202	3	of	of	ADP
brj-23200	202	4	composite	composite	ADJ
brj-23200	202	5	slab	slab	NOUN
brj-23200	202	6	,	,	PUNCT
brj-23200	202	7	”	"	PUNCT
brj-23200	202	8	bioresources	bioresource	NOUN
brj-23200	202	9	19(1	19(1	NUM
brj-23200	202	10	)	)	PUNCT
brj-23200	202	11	,	,	PUNCT
brj-23200	202	12	1558	1558	NUM
brj-23200	202	13	-	-	SYM
brj-23200	202	14	1570	1570	NUM
brj-23200	202	15	.	.	PUNCT
brj-23200	203	1	1567	1567	NUM
brj-23200	203	2	axial	axial	ADJ
brj-23200	203	3	stress	stress	NOUN
brj-23200	203	4	:	:	PUNCT
brj-23200	203	5	1	1	NUM
brj-23200	203	6	1	1	NUM
brj-23200	203	7	1	1	NUM
brj-23200	203	8	1	1	NUM
brj-23200	203	9	,	,	PUNCT
brj-23200	203	10	(	(	PUNCT
brj-23200	203	11	)	)	PUNCT
brj-23200	203	12	(	(	PUNCT
brj-23200	203	13	)	)	PUNCT
brj-23200	203	14	n	n	CCONJ
brj-23200	203	15	i	i	PRON
brj-23200	203	16	e	e	VERB
brj-23200	203	17	a	a	PRON
brj-23200	203	18	x	x	INTJ
brj-23200	203	19	m	m	VERB
brj-23200	203	20	x	x	VERB
brj-23200	203	21	ei	ei	X
brj-23200	203	22			NUM
brj-23200	203	23			PROPN
brj-23200	203	24	=	=	SYM
brj-23200	203	25	−	−	NOUN
brj-23200	203	26	;	;	PUNCT
brj-23200	203	27	2	2	NUM
brj-23200	203	28	2	2	NUM
brj-23200	203	29	2	2	NUM
brj-23200	203	30	2	2	NUM
brj-23200	203	31	,	,	PUNCT
brj-23200	203	32	(	(	PUNCT
brj-23200	203	33	)	)	PUNCT
brj-23200	203	34	(	(	PUNCT
brj-23200	203	35	)	)	PUNCT
brj-23200	203	36	n	n	CCONJ
brj-23200	203	37	i	i	PRON
brj-23200	203	38	e	e	VERB
brj-23200	203	39	a	a	PRON
brj-23200	203	40	x	x	INTJ
brj-23200	203	41	m	m	VERB
brj-23200	203	42	x	x	VERB
brj-23200	203	43	ei	ei	X
brj-23200	203	44			NUM
brj-23200	203	45			PROPN
brj-23200	203	46	=	=	PUNCT
brj-23200	203	47	(	(	PUNCT
brj-23200	203	48	7	7	X
brj-23200	203	49	)	)	PUNCT
brj-23200	203	50	the	the	DET
brj-23200	203	51	ultimate	ultimate	ADJ
brj-23200	203	52	limit	limit	NOUN
brj-23200	203	53	states	state	NOUN
brj-23200	203	54	of	of	ADP
brj-23200	203	55	the	the	DET
brj-23200	203	56	concrete	concrete	ADJ
brj-23200	203	57	slab	slab	NOUN
brj-23200	203	58	and	and	CCONJ
brj-23200	203	59	timber	timber	NOUN
brj-23200	203	60	member	member	NOUN
brj-23200	203	61	under	under	ADP
brj-23200	203	62	combined	combine	VERB
brj-23200	203	63	bending	bending	NOUN
brj-23200	203	64	and	and	CCONJ
brj-23200	203	65	compressive	compressive	ADJ
brj-23200	203	66	stresses	stress	NOUN
brj-23200	203	67	were	be	AUX
brj-23200	203	68	checked	check	VERB
brj-23200	203	69	as	as	SCONJ
brj-23200	203	70	shown	show	VERB
brj-23200	203	71	in	in	ADP
brj-23200	203	72	eqs	eqs	PROPN
brj-23200	203	73	.	.	PROPN
brj-23200	203	74	8	8	NUM
brj-23200	203	75	and	and	CCONJ
brj-23200	203	76	9	9	NUM
brj-23200	203	77	,	,	PUNCT
brj-23200	203	78	respectively	respectively	ADV
brj-23200	203	79	:	:	PUNCT
brj-23200	203	80	1	1	NUM
brj-23200	203	81	1	1	NUM
brj-23200	203	82	c	c	NOUN
brj-23200	203	83	(	(	PUNCT
brj-23200	203	84	)	)	PUNCT
brj-23200	203	85	(	(	PUNCT
brj-23200	203	86	)	)	PUNCT
brj-23200	203	87	m	m	VERB
brj-23200	203	88	n	n	ADJ
brj-23200	203	89	x	x	PUNCT
brj-23200	203	90	x	x	X
brj-23200	203	91	f	f	NOUN
brj-23200	203	92	+	+	ADJ
brj-23200	203	93			PROPN
brj-23200	203	94	,	,	PUNCT
brj-23200	203	95	,	,	PUNCT
brj-23200	203	96	(	(	PUNCT
brj-23200	203	97	8)	8)	NUM
brj-23200	203	98	2	2	NUM
brj-23200	203	99	2	2	NUM
brj-23200	203	100	m	m	NOUN
brj-23200	203	101	t	t	NOUN
brj-23200	203	102	1	1	NUM
brj-23200	203	103	0	0	NUM
brj-23200	203	104	,	,	PUNCT
brj-23200	203	105	,	,	PUNCT
brj-23200	203	106	(	(	PUNCT
brj-23200	203	107	)	)	PUNCT
brj-23200	203	108	(	(	PUNCT
brj-23200	203	109	)	)	PUNCT
brj-23200	203	110	.m	.m	PROPN
brj-23200	204	1	n	n	NOUN
brj-23200	204	2	x	x	PUNCT
brj-23200	204	3	x	x	SYM
brj-23200	204	4	f	f	X
brj-23200	204	5	f	f	X
brj-23200	204	6			PROPN
brj-23200	204	7			PROPN
brj-23200	204	8	+	+	NUM
brj-23200	204	9			NOUN
brj-23200	204	10	(	(	PUNCT
brj-23200	204	11	9	9	NUM
brj-23200	204	12	)	)	PUNCT
brj-23200	204	13	the	the	DET
brj-23200	204	14	ultimate	ultimate	ADJ
brj-23200	204	15	limit	limit	NOUN
brj-23200	204	16	state	state	NOUN
brj-23200	204	17	of	of	ADP
brj-23200	204	18	shear	shear	NOUN
brj-23200	204	19	connections	connection	NOUN
brj-23200	204	20	was	be	AUX
brj-23200	204	21	checked	check	VERB
brj-23200	204	22	as	as	ADP
brj-23200	204	23	:	:	PUNCT
brj-23200	204	24	(	(	PUNCT
brj-23200	204	25	)	)	SYM
brj-23200	204	26	1	1	NUM
brj-23200	204	27	1	1	NUM
brj-23200	204	28	1	1	NUM
brj-23200	204	29	1	1	NUM
brj-23200	204	30	(	(	PUNCT
brj-23200	204	31	)	)	PUNCT
brj-23200	204	32	(	(	PUNCT
brj-23200	204	33	)	)	PUNCT
brj-23200	204	34	r	r	NOUN
brj-23200	204	35	e	e	NOUN
brj-23200	204	36	a	a	PRON
brj-23200	204	37	a	a	DET
brj-23200	204	38	s	s	X
brj-23200	204	39	x	x	SYM
brj-23200	204	40	t	t	NOUN
brj-23200	204	41	x	x	SYM
brj-23200	204	42	v	v	PROPN
brj-23200	204	43	x	x	SYM
brj-23200	204	44	t	t	NOUN
brj-23200	204	45	ei	ei	X
brj-23200	204	46			NUM
brj-23200	204	47	=	=	SYM
brj-23200	204	48			NOUN
brj-23200	204	49	(	(	PUNCT
brj-23200	204	50	10	10	NUM
brj-23200	204	51	)	)	PUNCT
brj-23200	204	52	where	where	SCONJ
brj-23200	204	53	fc	fc	PROPN
brj-23200	204	54	is	be	AUX
brj-23200	204	55	compression	compression	NOUN
brj-23200	204	56	strength	strength	NOUN
brj-23200	204	57	of	of	ADP
brj-23200	204	58	concrete	concrete	NOUN
brj-23200	204	59	,	,	PUNCT
brj-23200	204	60	fm	fm	PROPN
brj-23200	204	61	is	be	AUX
brj-23200	204	62	bending	bend	VERB
brj-23200	204	63	strength	strength	NOUN
brj-23200	204	64	of	of	ADP
brj-23200	204	65	wood	wood	NOUN
brj-23200	204	66	,	,	PUNCT
brj-23200	204	67	ft	ft	PROPN
brj-23200	204	68	is	be	AUX
brj-23200	204	69	tensile	tensile	NOUN
brj-23200	204	70	strength	strength	NOUN
brj-23200	204	71	of	of	ADP
brj-23200	204	72	wood	wood	NOUN
brj-23200	204	73	,	,	PUNCT
brj-23200	204	74	and	and	CCONJ
brj-23200	204	75	tr	tr	PRON
brj-23200	204	76	is	be	AUX
brj-23200	204	77	shearing	shear	VERB
brj-23200	204	78	strength	strength	NOUN
brj-23200	204	79	of	of	ADP
brj-23200	204	80	shear	shear	NOUN
brj-23200	204	81	connections	connection	NOUN
brj-23200	204	82	.	.	PUNCT
brj-23200	205	1	comparison	comparison	NOUN
brj-23200	205	2	between	between	ADP
brj-23200	205	3	experimental	experimental	ADJ
brj-23200	205	4	results	result	NOUN
brj-23200	205	5	and	and	CCONJ
brj-23200	205	6	predicted	predict	VERB
brj-23200	205	7	results	result	NOUN
brj-23200	205	8	table	table	NOUN
brj-23200	205	9	1	1	NUM
brj-23200	205	10	illustrates	illustrate	VERB
brj-23200	205	11	the	the	DET
brj-23200	205	12	specific	specific	ADJ
brj-23200	205	13	values	value	NOUN
brj-23200	205	14	of	of	ADP
brj-23200	205	15	the	the	DET
brj-23200	205	16	mid	mid	ADJ
brj-23200	205	17	-	-	ADJ
brj-23200	205	18	span	span	NOUN
brj-23200	205	19	deflection	deflection	NOUN
brj-23200	205	20	and	and	CCONJ
brj-23200	205	21	bending	bend	VERB
brj-23200	205	22	capacity	capacity	NOUN
brj-23200	205	23	for	for	ADP
brj-23200	205	24	different	different	ADJ
brj-23200	205	25	composite	composite	ADJ
brj-23200	205	26	slab	slab	NOUN
brj-23200	205	27	specimens	specimen	NOUN
brj-23200	205	28	,	,	PUNCT
brj-23200	205	29	along	along	ADP
brj-23200	205	30	with	with	ADP
brj-23200	205	31	the	the	DET
brj-23200	205	32	corresponding	corresponding	ADJ
brj-23200	205	33	calculated	calculate	VERB
brj-23200	205	34	results	result	NOUN
brj-23200	205	35	.	.	PUNCT
brj-23200	206	1	the	the	DET
brj-23200	206	2	agreement	agreement	NOUN
brj-23200	206	3	between	between	ADP
brj-23200	206	4	the	the	DET
brj-23200	206	5	predicted	predict	VERB
brj-23200	206	6	and	and	CCONJ
brj-23200	206	7	tested	test	VERB
brj-23200	206	8	deflection	deflection	NOUN
brj-23200	206	9	deformations	deformation	NOUN
brj-23200	206	10	indicated	indicate	VERB
brj-23200	206	11	that	that	SCONJ
brj-23200	206	12	the	the	DET
brj-23200	206	13	calculated	calculated	ADJ
brj-23200	206	14	bending	bend	VERB
brj-23200	206	15	stiffness	stiffness	NOUN
brj-23200	206	16	of	of	ADP
brj-23200	206	17	the	the	DET
brj-23200	206	18	composite	composite	ADJ
brj-23200	206	19	slabs	slab	NOUN
brj-23200	206	20	was	be	AUX
brj-23200	206	21	reliable	reliable	ADJ
brj-23200	206	22	.	.	PUNCT
brj-23200	207	1	similarly	similarly	ADV
brj-23200	207	2	,	,	PUNCT
brj-23200	207	3	the	the	DET
brj-23200	207	4	comparison	comparison	NOUN
brj-23200	207	5	of	of	ADP
brj-23200	207	6	the	the	DET
brj-23200	207	7	experimental	experimental	ADJ
brj-23200	207	8	and	and	CCONJ
brj-23200	207	9	predicted	predict	VERB
brj-23200	207	10	bending	bending	NOUN
brj-23200	207	11	capacities	capacity	NOUN
brj-23200	207	12	showed	show	VERB
brj-23200	207	13	that	that	SCONJ
brj-23200	207	14	the	the	DET
brj-23200	207	15	analytical	analytical	ADJ
brj-23200	207	16	method	method	NOUN
brj-23200	207	17	could	could	AUX
brj-23200	207	18	effectively	effectively	ADV
brj-23200	207	19	estimate	estimate	VERB
brj-23200	207	20	the	the	DET
brj-23200	207	21	ultimate	ultimate	ADJ
brj-23200	207	22	load	load	NOUN
brj-23200	207	23	-	-	PUNCT
brj-23200	207	24	carrying	carry	VERB
brj-23200	207	25	capacity	capacity	NOUN
brj-23200	207	26	of	of	ADP
brj-23200	207	27	the	the	DET
brj-23200	207	28	composite	composite	ADJ
brj-23200	207	29	slabs	slab	NOUN
brj-23200	207	30	.	.	PUNCT
brj-23200	208	1	it	it	PRON
brj-23200	208	2	could	could	AUX
brj-23200	208	3	be	be	AUX
brj-23200	208	4	concluded	conclude	VERB
brj-23200	208	5	that	that	SCONJ
brj-23200	208	6	the	the	DET
brj-23200	208	7	theoretical	theoretical	ADJ
brj-23200	208	8	method	method	NOUN
brj-23200	208	9	adopted	adopt	VERB
brj-23200	208	10	for	for	ADP
brj-23200	208	11	ascertaining	ascertain	VERB
brj-23200	208	12	the	the	DET
brj-23200	208	13	bending	bend	VERB
brj-23200	208	14	stiffness	stiffness	NOUN
brj-23200	208	15	and	and	CCONJ
brj-23200	208	16	capacity	capacity	NOUN
brj-23200	208	17	of	of	ADP
brj-23200	208	18	wood	wood	NOUN
brj-23200	208	19	-	-	PUNCT
brj-23200	208	20	concrete	concrete	NOUN
brj-23200	208	21	composite	composite	ADJ
brj-23200	208	22	slabs	slab	NOUN
brj-23200	208	23	was	be	AUX
brj-23200	208	24	valid	valid	ADJ
brj-23200	208	25	,	,	PUNCT
brj-23200	208	26	yielding	yield	VERB
brj-23200	208	27	precise	precise	ADJ
brj-23200	208	28	estimations	estimation	NOUN
brj-23200	208	29	.	.	PUNCT
brj-23200	209	1	table	table	NOUN
brj-23200	209	2	1	1	NUM
brj-23200	209	3	.	.	PUNCT
brj-23200	209	4	comparison	comparison	NOUN
brj-23200	209	5	between	between	ADP
brj-23200	209	6	the	the	DET
brj-23200	209	7	test	test	NOUN
brj-23200	209	8	and	and	CCONJ
brj-23200	209	9	calculated	calculate	VERB
brj-23200	209	10	results	result	NOUN
brj-23200	209	11	authors	author	NOUN
brj-23200	209	12	specimens	specimen	VERB
brj-23200	209	13	mid	mid	ADJ
brj-23200	209	14	-	-	ADJ
brj-23200	209	15	span	span	NOUN
brj-23200	209	16	deflection	deflection	NOUN
brj-23200	209	17	δt	δt	AUX
brj-23200	209	18	/δc	/δc	X
brj-23200	209	19	bending	bend	VERB
brj-23200	209	20	capacity	capacity	NOUN
brj-23200	209	21	mt	mt	PROPN
brj-23200	209	22	/	/	SYM
brj-23200	209	23	mc	mc	PROPN
brj-23200	209	24	δt	δt	PROPN
brj-23200	209	25	(	(	PUNCT
brj-23200	209	26	mm	mm	INTJ
brj-23200	209	27	)	)	PUNCT
brj-23200	209	28	δc	δc	NOUN
brj-23200	209	29	(	(	PUNCT
brj-23200	209	30	mm	mm	PROPN
brj-23200	209	31	)	)	PUNCT
brj-23200	209	32	mt	mt	PROPN
brj-23200	209	33	(	(	PUNCT
brj-23200	209	34	kn·m	kn·m	PROPN
brj-23200	209	35	)	)	PUNCT
brj-23200	209	36	mc	mc	PROPN
brj-23200	209	37	(	(	PUNCT
brj-23200	209	38	kn·m	kn·m	PROPN
brj-23200	209	39	)	)	PUNCT
brj-23200	209	40	this	this	DET
brj-23200	209	41	paper	paper	NOUN
brj-23200	209	42	gccf	gccf	NOUN
brj-23200	209	43	15.0	15.0	NUM
brj-23200	209	44	15.9	15.9	NUM
brj-23200	209	45	0.94	0.94	NUM
brj-23200	209	46	42.9	42.9	NUM
brj-23200	209	47	44.7	44.7	NUM
brj-23200	209	48	0.96	0.96	NUM
brj-23200	209	49	hong	hong	PROPN
brj-23200	209	50	et	et	PROPN
brj-23200	209	51	al	al	PROPN
brj-23200	209	52	.	.	PROPN
brj-23200	210	1	(	(	PUNCT
brj-23200	210	2	2019	2019	NUM
brj-23200	210	3	)	)	PUNCT
brj-23200	211	1	wccb-1	wccb-1	VERB
brj-23200	211	2	12.0	12.0	NUM
brj-23200	211	3	11.5	11.5	NUM
brj-23200	211	4	1.04	1.04	NUM
brj-23200	211	5	43.3	43.3	NUM
brj-23200	211	6	32.7	32.7	NUM
brj-23200	211	7	1.32	1.32	NUM
brj-23200	211	8	wccb-2	wccb-2	PROPN
brj-23200	211	9	12.0	12.0	NUM
brj-23200	211	10	10.7	10.7	NUM
brj-23200	211	11	1.12	1.12	NUM
brj-23200	211	12	49.5	49.5	NUM
brj-23200	211	13	44.2	44.2	NUM
brj-23200	211	14	1.12	1.12	NUM
brj-23200	211	15	wccb-3	wccb-3	PROPN
brj-23200	211	16	12.0	12.0	NUM
brj-23200	211	17	11.2	11.2	NUM
brj-23200	211	18	1.07	1.07	NUM
brj-23200	211	19	46.6	46.6	NUM
brj-23200	211	20	44.2	44.2	NUM
brj-23200	211	21	1.05	1.05	NUM
brj-23200	211	22	wccb-4	wccb-4	NUM
brj-23200	211	23	12.0	12.0	NUM
brj-23200	211	24	10.2	10.2	NUM
brj-23200	211	25	1.18	1.18	NUM
brj-23200	211	26	51.7	51.7	NUM
brj-23200	211	27	58.7	58.7	NUM
brj-23200	211	28	0.88	0.88	NUM
brj-23200	211	29	frangi	frangi	NOUN
brj-23200	211	30	et	et	PROPN
brj-23200	211	31	al	al	PROPN
brj-23200	211	32	.	.	PROPN
brj-23200	212	1	(	(	PUNCT
brj-23200	212	2	2003	2003	NUM
brj-23200	212	3	)	)	PUNCT
brj-23200	212	4	screws	screw	VERB
brj-23200	212	5	22.4	22.4	NUM
brj-23200	212	6	21.3	21.3	NUM
brj-23200	212	7	1.05	1.05	NUM
brj-23200	212	8	34.4	34.4	NUM
brj-23200	212	9	33.7	33.7	NUM
brj-23200	212	10	1.02	1.02	NUM
brj-23200	212	11	nail	nail	NOUN
brj-23200	212	12	plates	plate	NOUN
brj-23200	212	13	22.4	22.4	NUM
brj-23200	212	14	20.6	20.6	NUM
brj-23200	212	15	1.09	1.09	NUM
brj-23200	212	16	39.6	39.6	NUM
brj-23200	212	17	33.6	33.6	NUM
brj-23200	212	18	1.18	1.18	NUM
brj-23200	212	19	notches	notch	NOUN
brj-23200	212	20	22.4	22.4	NUM
brj-23200	212	21	22.8	22.8	NUM
brj-23200	212	22	0.98	0.98	NUM
brj-23200	212	23	54.9	54.9	NUM
brj-23200	212	24	47.5	47.5	NUM
brj-23200	212	25	1.16	1.16	NUM
brj-23200	212	26	means	mean	VERB
brj-23200	212	27	1.10	1.10	NUM
brj-23200	212	28	1.09	1.09	NUM
brj-23200	212	29	coefficient	coefficient	NOUN
brj-23200	212	30	of	of	ADP
brj-23200	212	31	variation	variation	NOUN
brj-23200	212	32	(	(	PUNCT
brj-23200	212	33	%	%	NOUN
brj-23200	212	34	)	)	PUNCT
brj-23200	212	35	5.1	5.1	NUM
brj-23200	212	36	14.5	14.5	NUM
brj-23200	212	37	note	note	NOUN
brj-23200	212	38	:	:	PUNCT
brj-23200	212	39	δt	δt	X
brj-23200	212	40	is	be	AUX
brj-23200	212	41	experimental	experimental	ADJ
brj-23200	212	42	result	result	NOUN
brj-23200	212	43	of	of	ADP
brj-23200	212	44	mid	mid	ADJ
brj-23200	212	45	-	-	ADJ
brj-23200	212	46	span	span	NOUN
brj-23200	212	47	deformation	deformation	NOUN
brj-23200	212	48	at	at	ADP
brj-23200	212	49	serviceability	serviceability	NOUN
brj-23200	212	50	limit	limit	NOUN
brj-23200	212	51	state	state	NOUN
brj-23200	212	52	,	,	PUNCT
brj-23200	212	53	δc	δc	PROPN
brj-23200	212	54	is	be	AUX
brj-23200	212	55	predicted	predict	VERB
brj-23200	212	56	result	result	NOUN
brj-23200	212	57	of	of	ADP
brj-23200	212	58	mid	mid	ADJ
brj-23200	212	59	-	-	ADJ
brj-23200	212	60	span	span	NOUN
brj-23200	212	61	deformation	deformation	NOUN
brj-23200	212	62	under	under	ADP
brj-23200	212	63	serviceability	serviceability	NOUN
brj-23200	212	64	limit	limit	NOUN
brj-23200	212	65	state	state	NOUN
brj-23200	212	66	,	,	PUNCT
brj-23200	212	67	mt	mt	PROPN
brj-23200	212	68	is	be	AUX
brj-23200	212	69	test	test	NOUN
brj-23200	212	70	result	result	NOUN
brj-23200	212	71	of	of	ADP
brj-23200	212	72	bending	bend	VERB
brj-23200	212	73	capacity	capacity	NOUN
brj-23200	212	74	,	,	PUNCT
brj-23200	212	75	and	and	CCONJ
brj-23200	212	76	mc	mc	PROPN
brj-23200	212	77	is	be	AUX
brj-23200	212	78	calculated	calculate	VERB
brj-23200	212	79	result	result	NOUN
brj-23200	212	80	of	of	ADP
brj-23200	212	81	bending	bend	VERB
brj-23200	212	82	capacity	capacity	NOUN
brj-23200	212	83	.	.	PUNCT
brj-23200	213	1	peer	peer	NOUN
brj-23200	213	2	-	-	PUNCT
brj-23200	213	3	reviewed	review	VERB
brj-23200	213	4	article	article	NOUN
brj-23200	213	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-23200	213	6	du	du	PROPN
brj-23200	213	7	et	et	PROPN
brj-23200	213	8	al	al	PROPN
brj-23200	213	9	.	.	PROPN
brj-23200	214	1	(	(	PUNCT
brj-23200	214	2	2024	2024	NUM
brj-23200	214	3	)	)	PUNCT
brj-23200	214	4	.	.	PUNCT
brj-23200	215	1	“	"	PUNCT
brj-23200	215	2	bending	bend	VERB
brj-23200	215	3	of	of	ADP
brj-23200	215	4	composite	composite	ADJ
brj-23200	215	5	slab	slab	NOUN
brj-23200	215	6	,	,	PUNCT
brj-23200	215	7	”	"	PUNCT
brj-23200	215	8	bioresources	bioresource	NOUN
brj-23200	215	9	19(1	19(1	NUM
brj-23200	215	10	)	)	PUNCT
brj-23200	215	11	,	,	PUNCT
brj-23200	215	12	1558	1558	NUM
brj-23200	215	13	-	-	SYM
brj-23200	215	14	1570	1570	NUM
brj-23200	215	15	.	.	PUNCT
brj-23200	216	1	1568	1568	NUM
brj-23200	216	2	conclusions	conclusion	NOUN
brj-23200	216	3	1	1	NUM
brj-23200	216	4	.	.	PUNCT
brj-23200	216	5	in	in	ADP
brj-23200	216	6	the	the	DET
brj-23200	216	7	initial	initial	ADJ
brj-23200	216	8	phase	phase	NOUN
brj-23200	216	9	of	of	ADP
brj-23200	216	10	loading	loading	NOUN
brj-23200	216	11	,	,	PUNCT
brj-23200	216	12	the	the	DET
brj-23200	216	13	wood	wood	NOUN
brj-23200	216	14	-	-	PUNCT
brj-23200	216	15	concrete	concrete	NOUN
brj-23200	216	16	composite	composite	ADJ
brj-23200	216	17	slab	slab	NOUN
brj-23200	216	18	demonstrated	demonstrate	VERB
brj-23200	216	19	commendable	commendable	ADJ
brj-23200	216	20	overall	overall	ADJ
brj-23200	216	21	performance	performance	NOUN
brj-23200	216	22	,	,	PUNCT
brj-23200	216	23	characterized	characterize	VERB
brj-23200	216	24	by	by	ADP
brj-23200	216	25	negligible	negligible	ADJ
brj-23200	216	26	interfacial	interfacial	ADJ
brj-23200	216	27	slip	slip	NOUN
brj-23200	216	28	and	and	CCONJ
brj-23200	216	29	lifting	lift	VERB
brj-23200	216	30	displacement	displacement	NOUN
brj-23200	216	31	between	between	ADP
brj-23200	216	32	the	the	DET
brj-23200	216	33	concrete	concrete	ADJ
brj-23200	216	34	slab	slab	NOUN
brj-23200	216	35	and	and	CCONJ
brj-23200	216	36	the	the	DET
brj-23200	216	37	wood	wood	NOUN
brj-23200	216	38	beams	beam	NOUN
brj-23200	216	39	.	.	PUNCT
brj-23200	217	1	with	with	ADP
brj-23200	217	2	the	the	DET
brj-23200	217	3	augmentation	augmentation	NOUN
brj-23200	217	4	of	of	ADP
brj-23200	217	5	load	load	NOUN
brj-23200	217	6	,	,	PUNCT
brj-23200	217	7	diagonal	diagonal	ADJ
brj-23200	217	8	cracks	crack	NOUN
brj-23200	217	9	in	in	ADP
brj-23200	217	10	the	the	DET
brj-23200	217	11	wood	wood	NOUN
brj-23200	217	12	beams	beam	NOUN
brj-23200	217	13	at	at	ADP
brj-23200	217	14	the	the	DET
brj-23200	217	15	support	support	NOUN
brj-23200	217	16	position	position	NOUN
brj-23200	217	17	and	and	CCONJ
brj-23200	217	18	longitudinal	longitudinal	ADJ
brj-23200	217	19	cracks	crack	NOUN
brj-23200	217	20	along	along	ADP
brj-23200	217	21	the	the	DET
brj-23200	217	22	span	span	NOUN
brj-23200	217	23	direction	direction	NOUN
brj-23200	217	24	of	of	ADP
brj-23200	217	25	the	the	DET
brj-23200	217	26	side	side	NOUN
brj-23200	217	27	beam	beam	NOUN
brj-23200	217	28	were	be	AUX
brj-23200	217	29	observed	observe	VERB
brj-23200	217	30	.	.	PUNCT
brj-23200	218	1	transverse	transverse	NOUN
brj-23200	218	2	cracks	crack	NOUN
brj-23200	218	3	in	in	ADP
brj-23200	218	4	the	the	DET
brj-23200	218	5	concrete	concrete	ADJ
brj-23200	218	6	slab	slab	NOUN
brj-23200	218	7	increased	increase	VERB
brj-23200	218	8	and	and	CCONJ
brj-23200	218	9	further	far	ADV
brj-23200	218	10	developed	develop	VERB
brj-23200	218	11	.	.	PUNCT
brj-23200	219	1	at	at	ADP
brj-23200	219	2	the	the	DET
brj-23200	219	3	ultimate	ultimate	ADJ
brj-23200	219	4	load	load	NOUN
brj-23200	219	5	,	,	PUNCT
brj-23200	219	6	a	a	DET
brj-23200	219	7	brittle	brittle	ADJ
brj-23200	219	8	failure	failure	NOUN
brj-23200	219	9	occurred	occur	VERB
brj-23200	219	10	in	in	ADP
brj-23200	219	11	the	the	DET
brj-23200	219	12	wood	wood	NOUN
brj-23200	219	13	beam	beam	NOUN
brj-23200	219	14	,	,	PUNCT
brj-23200	219	15	leading	lead	VERB
brj-23200	219	16	to	to	ADP
brj-23200	219	17	a	a	PRON
brj-23200	219	18	through	through	ADP
brj-23200	219	19	crack	crack	NOUN
brj-23200	219	20	.	.	PUNCT
brj-23200	220	1	transverse	transverse	NOUN
brj-23200	220	2	cracks	crack	NOUN
brj-23200	220	3	were	be	AUX
brj-23200	220	4	also	also	ADV
brj-23200	220	5	observed	observe	VERB
brj-23200	220	6	on	on	ADP
brj-23200	220	7	the	the	DET
brj-23200	220	8	side	side	NOUN
brj-23200	220	9	and	and	CCONJ
brj-23200	220	10	bottom	bottom	NOUN
brj-23200	220	11	of	of	ADP
brj-23200	220	12	concrete	concrete	ADJ
brj-23200	220	13	slab	slab	NOUN
brj-23200	220	14	.	.	PUNCT
brj-23200	221	1	2	2	X
brj-23200	221	2	.	.	X
brj-23200	221	3	the	the	DET
brj-23200	221	4	load	load	NOUN
brj-23200	221	5	-	-	PUNCT
brj-23200	221	6	deflection	deflection	NOUN
brj-23200	221	7	behavior	behavior	NOUN
brj-23200	221	8	showed	show	VERB
brj-23200	221	9	that	that	SCONJ
brj-23200	221	10	the	the	DET
brj-23200	221	11	deflection	deflection	NOUN
brj-23200	221	12	of	of	ADP
brj-23200	221	13	composite	composite	ADJ
brj-23200	221	14	slab	slab	NOUN
brj-23200	221	15	initially	initially	ADV
brj-23200	221	16	increased	increase	VERB
brj-23200	221	17	linearly	linearly	ADV
brj-23200	221	18	but	but	CCONJ
brj-23200	221	19	became	become	VERB
brj-23200	221	20	nonlinear	nonlinear	ADJ
brj-23200	221	21	at	at	ADP
brj-23200	221	22	approximately	approximately	ADV
brj-23200	221	23	72	72	NUM
brj-23200	221	24	%	%	NOUN
brj-23200	221	25	of	of	ADP
brj-23200	221	26	the	the	DET
brj-23200	221	27	maximum	maximum	ADJ
brj-23200	221	28	load	load	NOUN
brj-23200	221	29	.	.	PUNCT
brj-23200	222	1	this	this	DET
brj-23200	222	2	nonlinearity	nonlinearity	NOUN
brj-23200	222	3	indicated	indicate	VERB
brj-23200	222	4	a	a	DET
brj-23200	222	5	reduction	reduction	NOUN
brj-23200	222	6	in	in	ADP
brj-23200	222	7	bending	bend	VERB
brj-23200	222	8	stiffness	stiffness	NOUN
brj-23200	222	9	due	due	ADP
brj-23200	222	10	to	to	ADP
brj-23200	222	11	large	large	ADJ
brj-23200	222	12	bending	bend	VERB
brj-23200	222	13	deformations	deformation	NOUN
brj-23200	222	14	in	in	ADP
brj-23200	222	15	the	the	DET
brj-23200	222	16	screw	screw	NOUN
brj-23200	222	17	connections	connection	NOUN
brj-23200	222	18	and	and	CCONJ
brj-23200	222	19	a	a	DET
brj-23200	222	20	decrease	decrease	NOUN
brj-23200	222	21	in	in	ADP
brj-23200	222	22	shear	shear	NOUN
brj-23200	222	23	stiffness	stiffness	NOUN
brj-23200	222	24	and	and	CCONJ
brj-23200	222	25	composite	composite	ADJ
brj-23200	222	26	action	action	NOUN
brj-23200	222	27	.	.	PUNCT
brj-23200	223	1	3	3	X
brj-23200	223	2	.	.	X
brj-23200	223	3	the	the	DET
brj-23200	223	4	analysis	analysis	NOUN
brj-23200	223	5	of	of	ADP
brj-23200	223	6	strain	strain	ADJ
brj-23200	223	7	distribution	distribution	NOUN
brj-23200	223	8	elucidated	elucidate	VERB
brj-23200	223	9	that	that	SCONJ
brj-23200	223	10	during	during	ADP
brj-23200	223	11	the	the	DET
brj-23200	223	12	initial	initial	ADJ
brj-23200	223	13	loading	loading	NOUN
brj-23200	223	14	stage	stage	NOUN
brj-23200	223	15	,	,	PUNCT
brj-23200	223	16	the	the	DET
brj-23200	223	17	strain	strain	NOUN
brj-23200	223	18	dispersion	dispersion	NOUN
brj-23200	223	19	across	across	ADP
brj-23200	223	20	the	the	DET
brj-23200	223	21	composite	composite	ADJ
brj-23200	223	22	section	section	NOUN
brj-23200	223	23	adhered	adhere	VERB
brj-23200	223	24	to	to	ADP
brj-23200	223	25	the	the	DET
brj-23200	223	26	assumption	assumption	NOUN
brj-23200	223	27	of	of	ADP
brj-23200	223	28	a	a	DET
brj-23200	223	29	plane	plane	NOUN
brj-23200	223	30	section	section	NOUN
brj-23200	223	31	.	.	PUNCT
brj-23200	224	1	as	as	SCONJ
brj-23200	224	2	the	the	DET
brj-23200	224	3	load	load	NOUN
brj-23200	224	4	increased	increase	VERB
brj-23200	224	5	,	,	PUNCT
brj-23200	224	6	the	the	DET
brj-23200	224	7	cross	cross	ADJ
brj-23200	224	8	-	-	ADJ
brj-23200	224	9	section	section	ADJ
brj-23200	224	10	strain	strain	NOUN
brj-23200	224	11	distribution	distribution	NOUN
brj-23200	224	12	deviated	deviate	VERB
brj-23200	224	13	from	from	ADP
brj-23200	224	14	plane	plane	NOUN
brj-23200	224	15	section	section	NOUN
brj-23200	224	16	assumption	assumption	NOUN
brj-23200	224	17	.	.	PUNCT
brj-23200	225	1	this	this	DET
brj-23200	225	2	deviation	deviation	NOUN
brj-23200	225	3	was	be	AUX
brj-23200	225	4	primarily	primarily	ADV
brj-23200	225	5	caused	cause	VERB
brj-23200	225	6	by	by	ADP
brj-23200	225	7	the	the	DET
brj-23200	225	8	interface	interface	NOUN
brj-23200	225	9	slips	slip	VERB
brj-23200	225	10	between	between	ADP
brj-23200	225	11	wood	wood	NOUN
brj-23200	225	12	beam	beam	NOUN
brj-23200	225	13	and	and	CCONJ
brj-23200	225	14	concrete	concrete	ADJ
brj-23200	225	15	slab	slab	NOUN
brj-23200	225	16	.	.	PUNCT
brj-23200	226	1	the	the	DET
brj-23200	226	2	interfacial	interfacial	ADJ
brj-23200	226	3	slips	slip	NOUN
brj-23200	226	4	resulted	result	VERB
brj-23200	226	5	in	in	ADP
brj-23200	226	6	changes	change	NOUN
brj-23200	226	7	in	in	ADP
brj-23200	226	8	the	the	DET
brj-23200	226	9	neutral	neutral	ADJ
brj-23200	226	10	axis	axis	NOUN
brj-23200	226	11	positions	position	NOUN
brj-23200	226	12	of	of	ADP
brj-23200	226	13	both	both	DET
brj-23200	226	14	components	component	NOUN
brj-23200	226	15	.	.	PUNCT
brj-23200	227	1	4	4	X
brj-23200	227	2	.	.	X
brj-23200	227	3	the	the	DET
brj-23200	227	4	strain	strain	ADJ
brj-23200	227	5	distribution	distribution	NOUN
brj-23200	227	6	analysis	analysis	NOUN
brj-23200	227	7	of	of	ADP
brj-23200	227	8	the	the	DET
brj-23200	227	9	concrete	concrete	ADJ
brj-23200	227	10	slab	slab	NOUN
brj-23200	227	11	revealed	reveal	VERB
brj-23200	227	12	the	the	DET
brj-23200	227	13	development	development	NOUN
brj-23200	227	14	of	of	ADP
brj-23200	227	15	cracks	crack	NOUN
brj-23200	227	16	and	and	CCONJ
brj-23200	227	17	the	the	DET
brj-23200	227	18	influence	influence	NOUN
brj-23200	227	19	of	of	ADP
brj-23200	227	20	shear	shear	ADJ
brj-23200	227	21	deformation	deformation	NOUN
brj-23200	227	22	and	and	CCONJ
brj-23200	227	23	shear	shear	NOUN
brj-23200	227	24	lag	lag	NOUN
brj-23200	227	25	effect	effect	NOUN
brj-23200	227	26	.	.	PUNCT
brj-23200	228	1	the	the	DET
brj-23200	228	2	strain	strain	NOUN
brj-23200	228	3	distributions	distribution	NOUN
brj-23200	228	4	initially	initially	ADV
brj-23200	228	5	manifested	manifest	VERB
brj-23200	228	6	uniformity	uniformity	NOUN
brj-23200	228	7	but	but	CCONJ
brj-23200	228	8	transitioned	transition	VERB
brj-23200	228	9	to	to	ADP
brj-23200	228	10	a	a	DET
brj-23200	228	11	curved	curved	ADJ
brj-23200	228	12	profile	profile	NOUN
brj-23200	228	13	across	across	ADP
brj-23200	228	14	the	the	DET
brj-23200	228	15	slab	slab	NOUN
brj-23200	228	16	width	width	NOUN
brj-23200	228	17	as	as	SCONJ
brj-23200	228	18	the	the	DET
brj-23200	228	19	load	load	NOUN
brj-23200	228	20	increased	increase	VERB
brj-23200	228	21	.	.	PUNCT
brj-23200	229	1	5	5	X
brj-23200	229	2	.	.	X
brj-23200	229	3	the	the	DET
brj-23200	229	4	m	m	ADV
brj-23200	229	5	-	-	PUNCT
brj-23200	229	6	shaped	shape	VERB
brj-23200	229	7	cross	cross	NOUN
brj-23200	229	8	-	-	NOUN
brj-23200	229	9	section	section	NOUN
brj-23200	229	10	of	of	ADP
brj-23200	229	11	the	the	DET
brj-23200	229	12	composite	composite	ADJ
brj-23200	229	13	slab	slab	NOUN
brj-23200	229	14	was	be	AUX
brj-23200	229	15	derived	derive	VERB
brj-23200	229	16	to	to	ADP
brj-23200	229	17	a	a	DET
brj-23200	229	18	t	t	NOUN
brj-23200	229	19	-	-	PUNCT
brj-23200	229	20	section	section	NOUN
brj-23200	229	21	composite	composite	ADJ
brj-23200	229	22	beam	beam	NOUN
brj-23200	229	23	.	.	PUNCT
brj-23200	230	1	the	the	DET
brj-23200	230	2	theoretical	theoretical	ADJ
brj-23200	230	3	method	method	NOUN
brj-23200	230	4	adopted	adopt	VERB
brj-23200	230	5	for	for	ADP
brj-23200	230	6	ascertaining	ascertain	VERB
brj-23200	230	7	the	the	DET
brj-23200	230	8	bending	bend	VERB
brj-23200	230	9	stiffness	stiffness	NOUN
brj-23200	230	10	and	and	CCONJ
brj-23200	230	11	bearing	bear	VERB
brj-23200	230	12	capacity	capacity	NOUN
brj-23200	230	13	of	of	ADP
brj-23200	230	14	wood	wood	NOUN
brj-23200	230	15	-	-	PUNCT
brj-23200	230	16	concrete	concrete	NOUN
brj-23200	230	17	composite	composite	ADJ
brj-23200	230	18	slabs	slab	NOUN
brj-23200	230	19	proved	prove	VERB
brj-23200	230	20	to	to	PART
brj-23200	230	21	be	be	AUX
brj-23200	230	22	valid	valid	ADJ
brj-23200	230	23	,	,	PUNCT
brj-23200	230	24	yielding	yield	VERB
brj-23200	230	25	precise	precise	ADJ
brj-23200	230	26	estimations	estimation	NOUN
brj-23200	230	27	.	.	PUNCT
brj-23200	231	1	acknowledgments	acknowledgment	NOUN
brj-23200	231	2	the	the	DET
brj-23200	231	3	research	research	NOUN
brj-23200	231	4	was	be	AUX
brj-23200	231	5	supported	support	VERB
brj-23200	231	6	by	by	ADP
brj-23200	231	7	national	national	ADJ
brj-23200	231	8	natural	natural	PROPN
brj-23200	231	9	science	science	PROPN
brj-23200	231	10	foundation	foundation	PROPN
brj-23200	231	11	of	of	ADP
brj-23200	231	12	china	china	PROPN
brj-23200	231	13	(	(	PUNCT
brj-23200	231	14	no	no	INTJ
brj-23200	231	15	.	.	NOUN
brj-23200	231	16	52208257	52208257	NUM
brj-23200	231	17	)	)	PUNCT
brj-23200	231	18	,	,	PUNCT
brj-23200	231	19	natural	natural	ADJ
brj-23200	231	20	science	science	NOUN
brj-23200	231	21	foundation	foundation	NOUN
brj-23200	231	22	of	of	ADP
brj-23200	231	23	colleges	college	NOUN
brj-23200	231	24	and	and	CCONJ
brj-23200	231	25	universities	university	NOUN
brj-23200	231	26	of	of	ADP
brj-23200	231	27	jiangsu	jiangsu	PROPN
brj-23200	231	28	province	province	PROPN
brj-23200	231	29	(	(	PUNCT
brj-23200	231	30	22kjb560023	22kjb560023	NUM
brj-23200	231	31	)	)	PUNCT
brj-23200	231	32	,	,	PUNCT
brj-23200	231	33	and	and	CCONJ
brj-23200	231	34	china	china	PROPN
brj-23200	231	35	postdoctoral	postdoctoral	PROPN
brj-23200	231	36	science	science	PROPN
brj-23200	231	37	foundation	foundation	PROPN
brj-23200	231	38	(	(	PUNCT
brj-23200	231	39	2023m731711	2023m731711	PROPN
brj-23200	231	40	)	)	PUNCT
brj-23200	231	41	.	.	PUNCT
brj-23200	232	1	references	reference	NOUN
brj-23200	232	2	cited	cite	VERB
brj-23200	232	3	ahmadi	ahmadi	PROPN
brj-23200	232	4	,	,	PUNCT
brj-23200	232	5	b.h	b.h	PROPN
brj-23200	232	6	.	.	PROPN
brj-23200	232	7	,	,	PUNCT
brj-23200	232	8	and	and	CCONJ
brj-23200	232	9	saka	saka	PROPN
brj-23200	232	10	,	,	PUNCT
brj-23200	232	11	m.p	m.p	PROPN
brj-23200	232	12	.	.	PROPN
brj-23200	232	13	(	(	PUNCT
brj-23200	232	14	1993	1993	NUM
brj-23200	232	15	)	)	PUNCT
brj-23200	232	16	.	.	PUNCT
brj-23200	233	1	“	"	PUNCT
brj-23200	233	2	behavior	behavior	NOUN
brj-23200	233	3	of	of	ADP
brj-23200	233	4	composite	composite	ADJ
brj-23200	233	5	timber	timber	NOUN
brj-23200	233	6	-	-	PUNCT
brj-23200	233	7	concrete	concrete	ADJ
brj-23200	233	8	floors	floor	NOUN
brj-23200	233	9	,	,	PUNCT
brj-23200	233	10	”	"	PUNCT
brj-23200	233	11	journal	journal	NOUN
brj-23200	233	12	of	of	ADP
brj-23200	233	13	structural	structural	ADJ
brj-23200	233	14	engineering	engineering	NOUN
brj-23200	233	15	119(11	119(11	NUM
brj-23200	233	16	)	)	PUNCT
brj-23200	233	17	,	,	PUNCT
brj-23200	233	18	3111	3111	NUM
brj-23200	233	19	-	-	SYM
brj-23200	233	20	3130	3130	NUM
brj-23200	233	21	.	.	PUNCT
brj-23200	234	1	doi	doi	NOUN
brj-23200	234	2	:	:	PUNCT
brj-23200	234	3	10.1061/	10.1061/	NUM
brj-23200	234	4	(	(	PUNCT
brj-23200	234	5	asce)0733	asce)0733	NOUN
brj-23200	234	6	-	-	PUNCT
brj-23200	234	7	9445(1993)119:11(3111	9445(1993)119:11(3111	NUM
brj-23200	234	8	)	)	PUNCT
brj-23200	234	9	cao	cao	PROPN
brj-23200	234	10	,	,	PUNCT
brj-23200	234	11	q.	q.	PROPN
brj-23200	234	12	,	,	PUNCT
brj-23200	234	13	wei	wei	PROPN
brj-23200	234	14	,	,	PUNCT
brj-23200	234	15	y.	y.	PROPN
brj-23200	234	16	,	,	PUNCT
brj-23200	234	17	chen	chen	PROPN
brj-23200	234	18	,	,	PUNCT
brj-23200	234	19	s.	s.	PROPN
brj-23200	234	20	,	,	PUNCT
brj-23200	234	21	lin	lin	PROPN
brj-23200	234	22	,	,	PUNCT
brj-23200	234	23	y.	y.	PROPN
brj-23200	234	24	,	,	PUNCT
brj-23200	234	25	and	and	CCONJ
brj-23200	234	26	ding	ding	NOUN
brj-23200	234	27	,	,	PUNCT
brj-23200	234	28	m.	m.	NOUN
brj-23200	234	29	(	(	PUNCT
brj-23200	234	30	2023	2023	NUM
brj-23200	234	31	)	)	PUNCT
brj-23200	234	32	.	.	PUNCT
brj-23200	235	1	“	"	PUNCT
brj-23200	235	2	experimental	experimental	ADJ
brj-23200	235	3	investigations	investigation	NOUN
brj-23200	235	4	on	on	ADP
brj-23200	235	5	the	the	DET
brj-23200	235	6	load	load	NOUN
brj-23200	235	7	-	-	PUNCT
brj-23200	235	8	bearing	bear	VERB
brj-23200	235	9	properties	property	NOUN
brj-23200	235	10	of	of	ADP
brj-23200	235	11	dowel	dowel	ADJ
brj-23200	235	12	connection	connection	NOUN
brj-23200	235	13	joints	joint	NOUN
brj-23200	235	14	of	of	ADP
brj-23200	235	15	bamboo	bamboo	NOUN
brj-23200	235	16	scrimber	scrimber	NOUN
brj-23200	235	17	,	,	PUNCT
brj-23200	235	18	”	"	PUNCT
brj-23200	235	19	structures	structure	VERB
brj-23200	235	20	50	50	NUM
brj-23200	235	21	,	,	PUNCT
brj-23200	235	22	1868	1868	NUM
brj-23200	235	23	-	-	SYM
brj-23200	235	24	1878	1878	NUM
brj-23200	235	25	.	.	PUNCT
brj-23200	236	1	doi	doi	NOUN
brj-23200	236	2	:	:	PUNCT
brj-23200	236	3	10.1016	10.1016	NUM
brj-23200	236	4	/	/	SYM
brj-23200	236	5	j.istruc.2023.03.022	j.istruc.2023.03.022	NOUN
brj-23200	236	6	peer	peer	NOUN
brj-23200	236	7	-	-	PUNCT
brj-23200	236	8	reviewed	review	VERB
brj-23200	236	9	article	article	NOUN
brj-23200	236	10	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-23200	236	11	du	du	PROPN
brj-23200	236	12	et	et	PROPN
brj-23200	236	13	al	al	PROPN
brj-23200	236	14	.	.	PROPN
brj-23200	236	15	(	(	PUNCT
brj-23200	236	16	2024	2024	NUM
brj-23200	236	17	)	)	PUNCT
brj-23200	236	18	.	.	PUNCT
brj-23200	237	1	“	"	PUNCT
brj-23200	237	2	bending	bend	VERB
brj-23200	237	3	of	of	ADP
brj-23200	237	4	composite	composite	ADJ
brj-23200	237	5	slab	slab	NOUN
brj-23200	237	6	,	,	PUNCT
brj-23200	237	7	”	"	PUNCT
brj-23200	237	8	bioresources	bioresource	NOUN
brj-23200	237	9	19(1	19(1	NUM
brj-23200	237	10	)	)	PUNCT
brj-23200	237	11	,	,	PUNCT
brj-23200	237	12	1558	1558	NUM
brj-23200	237	13	-	-	SYM
brj-23200	237	14	1570	1570	NUM
brj-23200	237	15	.	.	PUNCT
brj-23200	238	1	1569	1569	NUM
brj-23200	238	2	chen	chen	PROPN
brj-23200	238	3	,	,	PUNCT
brj-23200	238	4	s.	s.	PROPN
brj-23200	238	5	,	,	PUNCT
brj-23200	238	6	wei	wei	PROPN
brj-23200	238	7	,	,	PUNCT
brj-23200	238	8	y.	y.	PROPN
brj-23200	238	9	,	,	PUNCT
brj-23200	238	10	wang	wang	PROPN
brj-23200	238	11	,	,	PUNCT
brj-23200	238	12	g.	g.	PROPN
brj-23200	238	13	,	,	PUNCT
brj-23200	238	14	zhao	zhao	PROPN
brj-23200	238	15	,	,	PUNCT
brj-23200	238	16	k.	k.	PROPN
brj-23200	238	17	,	,	PUNCT
brj-23200	238	18	and	and	CCONJ
brj-23200	238	19	ding	ding	NOUN
brj-23200	238	20	,	,	PUNCT
brj-23200	238	21	m.	m.	NOUN
brj-23200	238	22	(	(	PUNCT
brj-23200	238	23	2023	2023	NUM
brj-23200	238	24	)	)	PUNCT
brj-23200	238	25	.	.	PUNCT
brj-23200	239	1	“	"	PUNCT
brj-23200	239	2	mechanical	mechanical	ADJ
brj-23200	239	3	behavior	behavior	NOUN
brj-23200	239	4	of	of	ADP
brj-23200	239	5	laminated	laminated	ADJ
brj-23200	239	6	bamboo	bamboo	NOUN
brj-23200	239	7	-	-	PUNCT
brj-23200	239	8	timber	timber	NOUN
brj-23200	239	9	composite	composite	ADJ
brj-23200	239	10	columns	column	NOUN
brj-23200	239	11	under	under	ADP
brj-23200	239	12	axial	axial	ADJ
brj-23200	239	13	compression	compression	NOUN
brj-23200	239	14	,	,	PUNCT
brj-23200	239	15	”	"	PUNCT
brj-23200	239	16	archives	archive	NOUN
brj-23200	239	17	of	of	ADP
brj-23200	239	18	civil	civil	ADJ
brj-23200	239	19	and	and	CCONJ
brj-23200	239	20	mechanical	mechanical	ADJ
brj-23200	239	21	engineering	engineering	NOUN
brj-23200	239	22	23	23	NUM
brj-23200	239	23	,	,	PUNCT
brj-23200	239	24	1	1	NUM
brj-23200	239	25	-	-	SYM
brj-23200	239	26	12	12	NUM
brj-23200	239	27	.	.	PUNCT
brj-23200	240	1	doi	doi	NOUN
brj-23200	240	2	:	:	PUNCT
brj-23200	240	3	10.1007	10.1007	NUM
brj-23200	240	4	/	/	SYM
brj-23200	240	5	s43452	s43452	NOUN
brj-23200	240	6	-	-	PUNCT
brj-23200	240	7	023	023	NUM
brj-23200	240	8	-	-	PUNCT
brj-23200	240	9	00612	00612	NUM
brj-23200	240	10	-	-	PUNCT
brj-23200	240	11	y	y	PROPN
brj-23200	240	12	crocetti	crocetti	PROPN
brj-23200	240	13	,	,	PUNCT
brj-23200	240	14	r.	r.	PROPN
brj-23200	240	15	,	,	PUNCT
brj-23200	240	16	sartori	sartori	NOUN
brj-23200	240	17	,	,	PUNCT
brj-23200	240	18	t.	t.	PROPN
brj-23200	240	19	,	,	PUNCT
brj-23200	240	20	and	and	CCONJ
brj-23200	240	21	tomasi	tomasi	PROPN
brj-23200	240	22	r.	r.	PROPN
brj-23200	240	23	(	(	PUNCT
brj-23200	240	24	2015	2015	NUM
brj-23200	240	25	)	)	PUNCT
brj-23200	240	26	.	.	PUNCT
brj-23200	241	1	“	"	PUNCT
brj-23200	241	2	innovative	innovative	ADJ
brj-23200	241	3	timber	timber	NOUN
brj-23200	241	4	-	-	PUNCT
brj-23200	241	5	concrete	concrete	ADJ
brj-23200	241	6	composite	composite	ADJ
brj-23200	241	7	structures	structure	NOUN
brj-23200	241	8	with	with	ADP
brj-23200	241	9	prefabricated	prefabricate	VERB
brj-23200	241	10	frc	frc	NOUN
brj-23200	241	11	slabs	slab	NOUN
brj-23200	241	12	,	,	PUNCT
brj-23200	241	13	”	"	PUNCT
brj-23200	241	14	journal	journal	NOUN
brj-23200	241	15	of	of	ADP
brj-23200	241	16	structural	structural	ADJ
brj-23200	241	17	engineering	engineering	NOUN
brj-23200	241	18	141(9	141(9	NUM
brj-23200	241	19	)	)	PUNCT
brj-23200	241	20	,	,	PUNCT
brj-23200	241	21	article	article	NOUN
brj-23200	241	22	04014224	04014224	NUM
brj-23200	241	23	.	.	PUNCT
brj-23200	242	1	doi	doi	NOUN
brj-23200	242	2	:	:	PUNCT
brj-23200	242	3	10.1061/(asce)st.1943	10.1061/(asce)st.1943	NUM
brj-23200	242	4	-	-	SYM
brj-23200	242	5	541x.0001203	541x.0001203	NUM
brj-23200	242	6	deam	deam	PROPN
brj-23200	242	7	,	,	PUNCT
brj-23200	242	8	b.	b.	PROPN
brj-23200	242	9	l.	l.	PROPN
brj-23200	242	10	,	,	PUNCT
brj-23200	242	11	fragiacomo	fragiacomo	NOUN
brj-23200	242	12	,	,	PUNCT
brj-23200	242	13	m.	m.	NOUN
brj-23200	242	14	,	,	PUNCT
brj-23200	242	15	and	and	CCONJ
brj-23200	242	16	buchanan	buchanan	PROPN
brj-23200	242	17	,	,	PUNCT
brj-23200	242	18	a.	a.	PROPN
brj-23200	242	19	h.	h.	PROPN
brj-23200	242	20	(	(	PUNCT
brj-23200	242	21	2008a	2008a	NUM
brj-23200	242	22	)	)	PUNCT
brj-23200	242	23	.	.	PUNCT
brj-23200	243	1	“	"	PUNCT
brj-23200	243	2	connections	connection	NOUN
brj-23200	243	3	for	for	ADP
brj-23200	243	4	composite	composite	ADJ
brj-23200	243	5	concrete	concrete	ADJ
brj-23200	243	6	slab	slab	NOUN
brj-23200	243	7	and	and	CCONJ
brj-23200	243	8	lvl	lvl	NOUN
brj-23200	243	9	flooring	flooring	NOUN
brj-23200	243	10	systems	system	NOUN
brj-23200	243	11	,	,	PUNCT
brj-23200	243	12	”	"	PUNCT
brj-23200	243	13	materials	material	NOUN
brj-23200	243	14	and	and	CCONJ
brj-23200	243	15	structures	structure	NOUN
brj-23200	243	16	41(3	41(3	NUM
brj-23200	243	17	)	)	PUNCT
brj-23200	243	18	,	,	PUNCT
brj-23200	243	19	495	495	NUM
brj-23200	243	20	-	-	SYM
brj-23200	243	21	507	507	NUM
brj-23200	243	22	.	.	PUNCT
brj-23200	244	1	doi	doi	NOUN
brj-23200	244	2	:	:	PUNCT
brj-23200	244	3	10.1617	10.1617	NUM
brj-23200	244	4	/	/	SYM
brj-23200	244	5	s11527	s11527	NUM
brj-23200	244	6	-	-	PUNCT
brj-23200	244	7	007	007	NUM
brj-23200	244	8	-	-	PUNCT
brj-23200	244	9	9261	9261	NUM
brj-23200	244	10	-	-	PUNCT
brj-23200	244	11	x	x	SYM
brj-23200	244	12	deam	deam	PROPN
brj-23200	244	13	,	,	PUNCT
brj-23200	244	14	b.	b.	PROPN
brj-23200	244	15	l.	l.	PROPN
brj-23200	244	16	,	,	PUNCT
brj-23200	244	17	fragiacomo	fragiacomo	NOUN
brj-23200	244	18	,	,	PUNCT
brj-23200	244	19	m.	m.	NOUN
brj-23200	244	20	,	,	PUNCT
brj-23200	244	21	and	and	CCONJ
brj-23200	244	22	gross	gross	ADJ
brj-23200	244	23	,	,	PUNCT
brj-23200	244	24	l.	l.	PROPN
brj-23200	244	25	s.	s.	PROPN
brj-23200	244	26	(	(	PUNCT
brj-23200	244	27	2008b	2008b	NUM
brj-23200	244	28	)	)	PUNCT
brj-23200	244	29	.	.	PUNCT
brj-23200	245	1	“	"	PUNCT
brj-23200	245	2	experimental	experimental	ADJ
brj-23200	245	3	behavior	behavior	NOUN
brj-23200	245	4	of	of	ADP
brj-23200	245	5	prestressed	prestressed	ADJ
brj-23200	245	6	lvl	lvl	NOUN
brj-23200	245	7	-	-	PUNCT
brj-23200	245	8	concrete	concrete	ADJ
brj-23200	245	9	composite	composite	ADJ
brj-23200	245	10	beams	beam	NOUN
brj-23200	245	11	,	,	PUNCT
brj-23200	245	12	”	"	PUNCT
brj-23200	245	13	journal	journal	NOUN
brj-23200	245	14	of	of	ADP
brj-23200	245	15	structural	structural	ADJ
brj-23200	245	16	engineering	engineering	NOUN
brj-23200	245	17	134(5	134(5	NUM
brj-23200	245	18	)	)	PUNCT
brj-23200	245	19	,	,	PUNCT
brj-23200	245	20	801	801	NUM
brj-23200	245	21	-	-	SYM
brj-23200	245	22	809	809	NUM
brj-23200	245	23	.	.	PUNCT
brj-23200	246	1	doi	doi	NOUN
brj-23200	246	2	:	:	PUNCT
brj-23200	246	3	10.1061/(asce)0733	10.1061/(asce)0733	NUM
brj-23200	246	4	-	-	SYM
brj-23200	246	5	9445(2008)134:5(801	9445(2008)134:5(801	NUM
brj-23200	246	6	)	)	PUNCT
brj-23200	246	7	du	du	PROPN
brj-23200	246	8	,	,	PUNCT
brj-23200	246	9	h.	h.	PROPN
brj-23200	246	10	,	,	PUNCT
brj-23200	246	11	hu	hu	PROPN
brj-23200	246	12	,	,	PUNCT
brj-23200	246	13	x.	x.	PROPN
brj-23200	246	14	,	,	PUNCT
brj-23200	246	15	meng	meng	PROPN
brj-23200	246	16	,	,	PUNCT
brj-23200	246	17	y.	y.	PROPN
brj-23200	246	18	,	,	PUNCT
brj-23200	246	19	and	and	CCONJ
brj-23200	246	20	xie	xie	PROPN
brj-23200	246	21	,	,	PUNCT
brj-23200	246	22	z.	z.	PROPN
brj-23200	246	23	(	(	PUNCT
brj-23200	246	24	2023	2023	NUM
brj-23200	246	25	)	)	PUNCT
brj-23200	246	26	.	.	PUNCT
brj-23200	247	1	“	"	PUNCT
brj-23200	247	2	study	study	NOUN
brj-23200	247	3	of	of	ADP
brj-23200	247	4	the	the	DET
brj-23200	247	5	shear	shear	NOUN
brj-23200	247	6	performance	performance	NOUN
brj-23200	247	7	of	of	ADP
brj-23200	247	8	inclined	inclined	ADJ
brj-23200	247	9	screws	screw	NOUN
brj-23200	247	10	in	in	ADP
brj-23200	247	11	glulam	glulam	NOUN
brj-23200	247	12	-	-	PUNCT
brj-23200	247	13	concrete	concrete	ADJ
brj-23200	247	14	composite	composite	ADJ
brj-23200	247	15	beams	beam	NOUN
brj-23200	247	16	under	under	ADP
brj-23200	247	17	standard	standard	ADJ
brj-23200	247	18	iso	iso	NOUN
brj-23200	247	19	834	834	NUM
brj-23200	247	20	fire	fire	NOUN
brj-23200	247	21	,	,	PUNCT
brj-23200	247	22	”	"	PUNCT
brj-23200	247	23	fire	fire	NOUN
brj-23200	247	24	safety	safety	NOUN
brj-23200	247	25	journal	journal	NOUN
brj-23200	247	26	141	141	NUM
brj-23200	247	27	,	,	PUNCT
brj-23200	247	28	103975	103975	NUM
brj-23200	247	29	.	.	PUNCT
brj-23200	248	1	doi	doi	NOUN
brj-23200	248	2	:	:	PUNCT
brj-23200	248	3	10.1016	10.1016	NUM
brj-23200	248	4	/	/	SYM
brj-23200	248	5	j.firesaf.2023.103975	j.firesaf.2023.103975	PROPN
brj-23200	248	6	du	du	PROPN
brj-23200	248	7	,	,	PUNCT
brj-23200	248	8	h.	h.	PROPN
brj-23200	248	9	,	,	PUNCT
brj-23200	248	10	hu	hu	PROPN
brj-23200	248	11	,	,	PUNCT
brj-23200	248	12	x.	x.	PROPN
brj-23200	248	13	,	,	PUNCT
brj-23200	248	14	xie	xie	PROPN
brj-23200	248	15	,	,	PUNCT
brj-23200	248	16	z.	z.	PROPN
brj-23200	248	17	,	,	PUNCT
brj-23200	248	18	and	and	CCONJ
brj-23200	248	19	meng	meng	PROPN
brj-23200	248	20	,	,	PUNCT
brj-23200	248	21	y.	y.	PROPN
brj-23200	248	22	(	(	PUNCT
brj-23200	248	23	2021	2021	NUM
brj-23200	248	24	)	)	PUNCT
brj-23200	248	25	.	.	PUNCT
brj-23200	249	1	“	"	PUNCT
brj-23200	249	2	experimental	experimental	ADJ
brj-23200	249	3	and	and	CCONJ
brj-23200	249	4	analytical	analytical	ADJ
brj-23200	249	5	investigation	investigation	NOUN
brj-23200	249	6	on	on	ADP
brj-23200	249	7	fire	fire	NOUN
brj-23200	249	8	resistance	resistance	NOUN
brj-23200	249	9	of	of	ADP
brj-23200	249	10	glulam	glulam	NOUN
brj-23200	249	11	-	-	PUNCT
brj-23200	249	12	concrete	concrete	ADJ
brj-23200	249	13	composite	composite	ADJ
brj-23200	249	14	beams	beam	NOUN
brj-23200	249	15	,	,	PUNCT
brj-23200	249	16	”	"	PUNCT
brj-23200	249	17	journal	journal	NOUN
brj-23200	249	18	of	of	ADP
brj-23200	249	19	building	build	VERB
brj-23200	249	20	engineering	engineering	NOUN
brj-23200	249	21	44	44	NUM
brj-23200	249	22	,	,	PUNCT
brj-23200	249	23	103244	103244	NUM
brj-23200	249	24	.	.	PUNCT
brj-23200	250	1	doi	doi	NOUN
brj-23200	250	2	:	:	PUNCT
brj-23200	250	3	10.1016	10.1016	NUM
brj-23200	250	4	/	/	SYM
brj-23200	250	5	j.jobe.2021.103244	j.jobe.2021.103244	PROPN
brj-23200	250	6	du	du	PROPN
brj-23200	250	7	,	,	PUNCT
brj-23200	250	8	h.	h.	PROPN
brj-23200	250	9	,	,	PUNCT
brj-23200	250	10	liu	liu	PROPN
brj-23200	250	11	,	,	PUNCT
brj-23200	250	12	j.	j.	PROPN
brj-23200	250	13	,	,	PUNCT
brj-23200	250	14	yuan	yuan	PROPN
brj-23200	250	15	,	,	PUNCT
brj-23200	250	16	s.	s.	PROPN
brj-23200	250	17	,	,	PUNCT
brj-23200	250	18	shi	shi	PROPN
brj-23200	250	19	,	,	PUNCT
brj-23200	250	20	d.	d.	PROPN
brj-23200	250	21	,	,	PUNCT
brj-23200	250	22	and	and	CCONJ
brj-23200	250	23	hu	hu	PROPN
brj-23200	250	24	,	,	PUNCT
brj-23200	250	25	x.	x.	NOUN
brj-23200	250	26	(	(	PUNCT
brj-23200	250	27	2023	2023	NUM
brj-23200	250	28	)	)	PUNCT
brj-23200	250	29	.	.	PUNCT
brj-23200	251	1	“	"	PUNCT
brj-23200	251	2	mechanical	mechanical	ADJ
brj-23200	251	3	behavior	behavior	NOUN
brj-23200	251	4	of	of	ADP
brj-23200	251	5	glulamconcrete	glulamconcrete	ADJ
brj-23200	251	6	composite	composite	ADJ
brj-23200	251	7	beam	beam	NOUN
brj-23200	251	8	with	with	ADP
brj-23200	251	9	notched	notch	VERB
brj-23200	251	10	connections	connection	NOUN
brj-23200	251	11	under	under	ADP
brj-23200	251	12	iso	iso	NOUN
brj-23200	251	13	834	834	NUM
brj-23200	251	14	standard	standard	ADJ
brj-23200	251	15	fire	fire	NOUN
brj-23200	251	16	,	,	PUNCT
brj-23200	251	17	”	"	PUNCT
brj-23200	251	18	journal	journal	NOUN
brj-23200	251	19	of	of	ADP
brj-23200	251	20	building	build	VERB
brj-23200	251	21	engineering	engineering	NOUN
brj-23200	251	22	78	78	NUM
brj-23200	251	23	,	,	PUNCT
brj-23200	251	24	article	article	NOUN
brj-23200	251	25	107670	107670	NUM
brj-23200	251	26	.	.	PUNCT
brj-23200	252	1	doi	doi	NOUN
brj-23200	252	2	:	:	PUNCT
brj-23200	252	3	10.1016	10.1016	NUM
brj-23200	252	4	/	/	SYM
brj-23200	252	5	j.jobe.2023.107670	j.jobe.2023.107670	NOUN
brj-23200	252	6	en	en	ADP
brj-23200	252	7	1995	1995	NUM
brj-23200	252	8	-	-	SYM
brj-23200	252	9	1	1	NUM
brj-23200	252	10	-	-	SYM
brj-23200	252	11	1	1	NUM
brj-23200	252	12	:	:	SYM
brj-23200	252	13	2004	2004	NUM
brj-23200	252	14	,	,	PUNCT
brj-23200	252	15	eurocode	eurocode	VERB
brj-23200	252	16	5	5	NUM
brj-23200	252	17	(	(	PUNCT
brj-23200	252	18	2004	2004	NUM
brj-23200	252	19	)	)	PUNCT
brj-23200	252	20	.	.	PUNCT
brj-23200	253	1	“	"	PUNCT
brj-23200	253	2	design	design	NOUN
brj-23200	253	3	of	of	ADP
brj-23200	253	4	timber	timber	NOUN
brj-23200	253	5	structures	structure	NOUN
brj-23200	253	6	–	–	PUNCT
brj-23200	253	7	part	part	NOUN
brj-23200	253	8	1	1	NUM
brj-23200	253	9	-	-	SYM
brj-23200	253	10	1	1	NUM
brj-23200	253	11	:	:	PUNCT
brj-23200	253	12	general	general	ADJ
brj-23200	253	13	rules	rule	NOUN
brj-23200	253	14	and	and	CCONJ
brj-23200	253	15	rules	rule	NOUN
brj-23200	253	16	for	for	ADP
brj-23200	253	17	buildings	building	NOUN
brj-23200	253	18	,	,	PUNCT
brj-23200	253	19	”	"	PUNCT
brj-23200	253	20	european	european	PROPN
brj-23200	253	21	committee	committee	PROPN
brj-23200	253	22	for	for	ADP
brj-23200	253	23	standardization	standardization	NOUN
brj-23200	253	24	,	,	PUNCT
brj-23200	253	25	brussels	brussels	PROPN
brj-23200	253	26	,	,	PUNCT
brj-23200	253	27	belgium	belgium	PROPN
brj-23200	253	28	.	.	PUNCT
brj-23200	253	29	fragiacomo	fragiacomo	PROPN
brj-23200	253	30	,	,	PUNCT
brj-23200	253	31	m.	m.	NOUN
brj-23200	253	32	,	,	PUNCT
brj-23200	253	33	amadio	amadio	NOUN
brj-23200	253	34	,	,	PUNCT
brj-23200	253	35	c.	c.	PROPN
brj-23200	253	36	,	,	PUNCT
brj-23200	253	37	and	and	CCONJ
brj-23200	253	38	macorini	macorini	NOUN
brj-23200	253	39	,	,	PUNCT
brj-23200	253	40	l.	l.	PROPN
brj-23200	253	41	(	(	PUNCT
brj-23200	253	42	2007	2007	NUM
brj-23200	253	43	)	)	PUNCT
brj-23200	253	44	.	.	PUNCT
brj-23200	254	1	“	"	PUNCT
brj-23200	254	2	shortand	shortand	NOUN
brj-23200	254	3	long	long	ADJ
brj-23200	254	4	-	-	PUNCT
brj-23200	254	5	term	term	NOUN
brj-23200	254	6	performance	performance	NOUN
brj-23200	254	7	of	of	ADP
brj-23200	254	8	the	the	DET
brj-23200	254	9	tecnaria	tecnaria	NOUN
brj-23200	254	10	stud	stud	NOUN
brj-23200	254	11	connector	connector	NOUN
brj-23200	254	12	for	for	ADP
brj-23200	254	13	timber	timber	NOUN
brj-23200	254	14	-	-	PUNCT
brj-23200	254	15	concrete	concrete	ADJ
brj-23200	254	16	composite	composite	ADJ
brj-23200	254	17	beams	beam	NOUN
brj-23200	254	18	,	,	PUNCT
brj-23200	254	19	”	"	PUNCT
brj-23200	254	20	materials	material	NOUN
brj-23200	254	21	and	and	CCONJ
brj-23200	254	22	structures	structure	NOUN
brj-23200	254	23	40(10	40(10	PROPN
brj-23200	254	24	)	)	PUNCT
brj-23200	254	25	,	,	PUNCT
brj-23200	254	26	1013	1013	NUM
brj-23200	254	27	-	-	SYM
brj-23200	254	28	1026	1026	NUM
brj-23200	254	29	.	.	PUNCT
brj-23200	255	1	doi	doi	NOUN
brj-23200	255	2	:	:	PUNCT
brj-23200	255	3	10.1617	10.1617	NUM
brj-23200	255	4	/	/	SYM
brj-23200	255	5	s11527	s11527	NOUN
brj-23200	255	6	-	-	PUNCT
brj-23200	255	7	006	006	NUM
brj-23200	255	8	-	-	PUNCT
brj-23200	255	9	9200	9200	NUM
brj-23200	255	10	-	-	SYM
brj-23200	255	11	2	2	NUM
brj-23200	255	12	fragiacomo	fragiacomo	NOUN
brj-23200	255	13	,	,	PUNCT
brj-23200	255	14	m.	m.	NOUN
brj-23200	255	15	,	,	PUNCT
brj-23200	255	16	balogh	balogh	PROPN
brj-23200	255	17	,	,	PUNCT
brj-23200	255	18	j.	j.	PROPN
brj-23200	255	19	,	,	PUNCT
brj-23200	255	20	to	to	ADP
brj-23200	255	21	,	,	PUNCT
brj-23200	255	22	l.	l.	PROPN
brj-23200	255	23	,	,	PUNCT
brj-23200	255	24	and	and	CCONJ
brj-23200	255	25	gutkowski	gutkowski	NOUN
brj-23200	255	26	,	,	PUNCT
brj-23200	255	27	r.	r.	PROPN
brj-23200	255	28	m.	m.	PROPN
brj-23200	255	29	(	(	PUNCT
brj-23200	255	30	2014	2014	NUM
brj-23200	255	31	)	)	PUNCT
brj-23200	255	32	.	.	PUNCT
brj-23200	256	1	“	"	PUNCT
brj-23200	256	2	three	three	NUM
brj-23200	256	3	-	-	PUNCT
brj-23200	256	4	dimensional	dimensional	ADJ
brj-23200	256	5	modeling	modeling	NOUN
brj-23200	256	6	of	of	ADP
brj-23200	256	7	long	long	ADJ
brj-23200	256	8	-	-	PUNCT
brj-23200	256	9	term	term	NOUN
brj-23200	256	10	structural	structural	ADJ
brj-23200	256	11	behavior	behavior	NOUN
brj-23200	256	12	of	of	ADP
brj-23200	256	13	wood	wood	NOUN
brj-23200	256	14	-	-	PUNCT
brj-23200	256	15	concrete	concrete	ADJ
brj-23200	256	16	composite	composite	ADJ
brj-23200	256	17	beams	beam	NOUN
brj-23200	256	18	,	,	PUNCT
brj-23200	256	19	”	"	PUNCT
brj-23200	256	20	journal	journal	NOUN
brj-23200	256	21	of	of	ADP
brj-23200	256	22	structural	structural	ADJ
brj-23200	256	23	engineering	engineering	NOUN
brj-23200	256	24	140	140	NUM
brj-23200	256	25	(	(	PUNCT
brj-23200	256	26	8)	8)	NUM
brj-23200	256	27	,	,	PUNCT
brj-23200	256	28	article	article	NOUN
brj-23200	256	29	a4014006	a4014006	PROPN
brj-23200	256	30	.	.	PUNCT
brj-23200	257	1	doi	doi	PROPN
brj-23200	257	2	:	:	PUNCT
brj-23200	257	3	10.1061/(asce)st.1943	10.1061/(asce)st.1943	NUM
brj-23200	257	4	-	-	ADJ
brj-23200	257	5	541x.0000909	541x.0000909	NUM
brj-23200	257	6	frangi	frangi	NOUN
brj-23200	257	7	,	,	PUNCT
brj-23200	257	8	a.	a.	NOUN
brj-23200	257	9	,	,	PUNCT
brj-23200	257	10	and	and	CCONJ
brj-23200	257	11	fontana	fontana	PROPN
brj-23200	257	12	,	,	PUNCT
brj-23200	257	13	m.	m.	NOUN
brj-23200	257	14	(	(	PUNCT
brj-23200	257	15	2003	2003	NUM
brj-23200	257	16	)	)	PUNCT
brj-23200	257	17	.	.	PUNCT
brj-23200	258	1	“	"	PUNCT
brj-23200	258	2	elastoplastic	elastoplastic	ADJ
brj-23200	258	3	model	model	NOUN
brj-23200	258	4	for	for	ADP
brj-23200	258	5	timber	timber	NOUN
brj-23200	258	6	-	-	PUNCT
brj-23200	258	7	concrete	concrete	ADJ
brj-23200	258	8	composite	composite	ADJ
brj-23200	258	9	beams	beam	NOUN
brj-23200	258	10	with	with	ADP
brj-23200	258	11	ductile	ductile	NOUN
brj-23200	258	12	connection	connection	NOUN
brj-23200	258	13	,	,	PUNCT
brj-23200	258	14	”	"	PUNCT
brj-23200	258	15	structural	structural	ADJ
brj-23200	258	16	engineering	engineering	NOUN
brj-23200	258	17	international	international	ADJ
brj-23200	258	18	13(1	13(1	NUM
brj-23200	258	19	)	)	PUNCT
brj-23200	258	20	,	,	PUNCT
brj-23200	258	21	47	47	NUM
brj-23200	258	22	-	-	SYM
brj-23200	258	23	57	57	NUM
brj-23200	258	24	.	.	PUNCT
brj-23200	259	1	doi	doi	NOUN
brj-23200	259	2	:	:	PUNCT
brj-23200	259	3	10.2749/101686603777964856	10.2749/101686603777964856	NUM
brj-23200	259	4	gb	gb	NOUN
brj-23200	259	5	/	/	SYM
brj-23200	259	6	t	t	NOUN
brj-23200	259	7	15777	15777	NUM
brj-23200	259	8	(	(	PUNCT
brj-23200	259	9	2017	2017	NUM
brj-23200	259	10	)	)	PUNCT
brj-23200	259	11	.	.	PUNCT
brj-23200	260	1	“	"	PUNCT
brj-23200	260	2	method	method	NOUN
brj-23200	260	3	for	for	ADP
brj-23200	260	4	determination	determination	NOUN
brj-23200	260	5	of	of	ADP
brj-23200	260	6	the	the	DET
brj-23200	260	7	modulus	modulus	NOUN
brj-23200	260	8	of	of	ADP
brj-23200	260	9	elasticity	elasticity	NOUN
brj-23200	260	10	in	in	ADP
brj-23200	260	11	compression	compression	NOUN
brj-23200	260	12	parallel	parallel	ADJ
brj-23200	260	13	to	to	ADP
brj-23200	260	14	grain	grain	NOUN
brj-23200	260	15	of	of	ADP
brj-23200	260	16	wood	wood	NOUN
brj-23200	260	17	,	,	PUNCT
brj-23200	260	18	”	"	PUNCT
brj-23200	260	19	standards	standard	NOUN
brj-23200	260	20	press	press	NOUN
brj-23200	260	21	of	of	ADP
brj-23200	260	22	china	china	PROPN
brj-23200	260	23	,	,	PUNCT
brj-23200	260	24	china	china	PROPN
brj-23200	260	25	.	.	PUNCT
brj-23200	261	1	gb	gb	ADP
brj-23200	261	2	/	/	SYM
brj-23200	261	3	t	t	NOUN
brj-23200	261	4	50010	50010	NUM
brj-23200	261	5	(	(	PUNCT
brj-23200	261	6	2010	2010	NUM
brj-23200	261	7	)	)	PUNCT
brj-23200	261	8	.	.	PUNCT
brj-23200	262	1	“	"	PUNCT
brj-23200	262	2	code	code	NOUN
brj-23200	262	3	for	for	ADP
brj-23200	262	4	design	design	NOUN
brj-23200	262	5	of	of	ADP
brj-23200	262	6	concrete	concrete	ADJ
brj-23200	262	7	structures	structure	NOUN
brj-23200	262	8	,	,	PUNCT
brj-23200	262	9	”	"	PUNCT
brj-23200	262	10	standards	standard	NOUN
brj-23200	262	11	press	press	NOUN
brj-23200	262	12	of	of	ADP
brj-23200	262	13	china	china	PROPN
brj-23200	262	14	,	,	PUNCT
brj-23200	262	15	china	china	PROPN
brj-23200	262	16	.	.	PUNCT
brj-23200	263	1	gb	gb	PROPN
brj-23200	263	2	/	/	SYM
brj-23200	263	3	t	t	NOUN
brj-23200	263	4	50081	50081	NUM
brj-23200	263	5	(	(	PUNCT
brj-23200	263	6	2002	2002	NUM
brj-23200	263	7	)	)	PUNCT
brj-23200	263	8	.	.	PUNCT
brj-23200	264	1	“	"	PUNCT
brj-23200	264	2	standard	standard	NOUN
brj-23200	264	3	for	for	ADP
brj-23200	264	4	test	test	NOUN
brj-23200	264	5	methods	method	NOUN
brj-23200	264	6	of	of	ADP
brj-23200	264	7	mechanical	mechanical	ADJ
brj-23200	264	8	properties	property	NOUN
brj-23200	264	9	on	on	ADP
brj-23200	264	10	ordinary	ordinary	ADJ
brj-23200	264	11	concrete	concrete	NOUN
brj-23200	264	12	,	,	PUNCT
brj-23200	264	13	”	"	PUNCT
brj-23200	264	14	standards	standard	NOUN
brj-23200	264	15	press	press	NOUN
brj-23200	264	16	of	of	ADP
brj-23200	264	17	china	china	PROPN
brj-23200	264	18	,	,	PUNCT
brj-23200	264	19	china	china	PROPN
brj-23200	264	20	.	.	PUNCT
brj-23200	265	1	gelfi	gelfi	PROPN
brj-23200	265	2	,	,	PUNCT
brj-23200	265	3	p.	p.	NOUN
brj-23200	265	4	,	,	PUNCT
brj-23200	265	5	and	and	CCONJ
brj-23200	265	6	giuriani	giuriani	NOUN
brj-23200	265	7	,	,	PUNCT
brj-23200	265	8	e.	e.	PROPN
brj-23200	265	9	(	(	PUNCT
brj-23200	265	10	1999	1999	NUM
brj-23200	265	11	)	)	PUNCT
brj-23200	265	12	.	.	PUNCT
brj-23200	266	1	“	"	PUNCT
brj-23200	266	2	stud	stud	NOUN
brj-23200	266	3	shear	shear	NOUN
brj-23200	266	4	connectors	connector	NOUN
brj-23200	266	5	in	in	ADP
brj-23200	266	6	wood	wood	NOUN
brj-23200	266	7	-	-	PUNCT
brj-23200	266	8	concrete	concrete	ADJ
brj-23200	266	9	composite	composite	ADJ
brj-23200	266	10	beams	beam	NOUN
brj-23200	266	11	,	,	PUNCT
brj-23200	266	12	”	"	PUNCT
brj-23200	266	13	in	in	ADP
brj-23200	266	14	:	:	PUNCT
brj-23200	266	15	proceedings	proceeding	NOUN
brj-23200	266	16	of	of	ADP
brj-23200	266	17	the	the	DET
brj-23200	266	18	first	first	ADJ
brj-23200	266	19	international	international	ADJ
brj-23200	266	20	rilem	rilem	NOUN
brj-23200	266	21	symposium	symposium	NOUN
brj-23200	266	22	on	on	ADP
brj-23200	266	23	timber	timber	NOUN
brj-23200	266	24	engineering	engineering	NOUN
brj-23200	266	25	,	,	PUNCT
brj-23200	266	26	stockholm	stockholm	PROPN
brj-23200	266	27	,	,	PUNCT
brj-23200	266	28	sweden	sweden	PROPN
brj-23200	266	29	,	,	PUNCT
brj-23200	266	30	pp	pp	ADJ
brj-23200	266	31	.	.	PUNCT
brj-23200	267	1	13	13	NUM
brj-23200	267	2	-	-	SYM
brj-23200	267	3	15	15	NUM
brj-23200	267	4	.	.	PUNCT
brj-23200	268	1	gelfi	gelfi	PROPN
brj-23200	268	2	,	,	PUNCT
brj-23200	268	3	p.	p.	NOUN
brj-23200	268	4	,	,	PUNCT
brj-23200	268	5	giuriani	giuriani	PROPN
brj-23200	268	6	,	,	PUNCT
brj-23200	268	7	e.	e.	PROPN
brj-23200	268	8	,	,	PUNCT
brj-23200	268	9	and	and	CCONJ
brj-23200	268	10	marini	marini	X
brj-23200	268	11	,	,	PUNCT
brj-23200	268	12	a.	a.	NOUN
brj-23200	268	13	(	(	PUNCT
brj-23200	268	14	2002	2002	NUM
brj-23200	268	15	)	)	PUNCT
brj-23200	268	16	.	.	PUNCT
brj-23200	269	1	“	"	PUNCT
brj-23200	269	2	stud	stud	NOUN
brj-23200	269	3	shear	shear	NOUN
brj-23200	269	4	connection	connection	NOUN
brj-23200	269	5	design	design	NOUN
brj-23200	269	6	for	for	ADP
brj-23200	269	7	composite	composite	ADJ
brj-23200	269	8	concrete	concrete	ADJ
brj-23200	269	9	slab	slab	NOUN
brj-23200	269	10	and	and	CCONJ
brj-23200	269	11	wood	wood	NOUN
brj-23200	269	12	beams	beam	NOUN
brj-23200	269	13	,	,	PUNCT
brj-23200	269	14	”	"	PUNCT
brj-23200	269	15	journal	journal	NOUN
brj-23200	269	16	of	of	ADP
brj-23200	269	17	structural	structural	ADJ
brj-23200	269	18	engineering	engineering	NOUN
brj-23200	269	19	128(12	128(12	NUM
brj-23200	269	20	)	)	PUNCT
brj-23200	269	21	,	,	PUNCT
brj-23200	269	22	1544	1544	NUM
brj-23200	269	23	-	-	SYM
brj-23200	269	24	1551	1551	NUM
brj-23200	269	25	.	.	PUNCT
brj-23200	270	1	doi	doi	NOUN
brj-23200	270	2	:	:	PUNCT
brj-23200	270	3	10.1061/(asce)0733	10.1061/(asce)0733	NUM
brj-23200	270	4	-	-	SYM
brj-23200	270	5	9445(2002)128:12(1544	9445(2002)128:12(1544	NUM
brj-23200	270	6	)	)	PUNCT
brj-23200	270	7	hong	hong	PROPN
brj-23200	270	8	,	,	PUNCT
brj-23200	270	9	w.	w.	PROPN
brj-23200	270	10	,	,	PUNCT
brj-23200	270	11	jiang	jiang	PROPN
brj-23200	270	12	,	,	PUNCT
brj-23200	270	13	y.	y.	PROPN
brj-23200	270	14	,	,	PUNCT
brj-23200	270	15	fang	fang	PROPN
brj-23200	270	16	,	,	PUNCT
brj-23200	270	17	y.	y.	NOUN
brj-23200	270	18	,	,	PUNCT
brj-23200	270	19	and	and	CCONJ
brj-23200	270	20	hu	hu	PROPN
brj-23200	270	21	,	,	PUNCT
brj-23200	270	22	x.	x.	NOUN
brj-23200	270	23	(	(	PUNCT
brj-23200	270	24	2019	2019	NUM
brj-23200	270	25	)	)	PUNCT
brj-23200	270	26	.	.	PUNCT
brj-23200	271	1	“	"	PUNCT
brj-23200	271	2	experimental	experimental	ADJ
brj-23200	271	3	study	study	NOUN
brj-23200	271	4	and	and	CCONJ
brj-23200	271	5	theoretical	theoretical	ADJ
brj-23200	271	6	peer	peer	NOUN
brj-23200	271	7	-	-	PUNCT
brj-23200	271	8	reviewed	review	VERB
brj-23200	271	9	article	article	NOUN
brj-23200	271	10	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	ADP
brj-23200	271	11	du	du	PROPN
brj-23200	271	12	et	et	PROPN
brj-23200	271	13	al	al	PROPN
brj-23200	271	14	.	.	PROPN
brj-23200	272	1	(	(	PUNCT
brj-23200	272	2	2024	2024	NUM
brj-23200	272	3	)	)	PUNCT
brj-23200	272	4	.	.	PUNCT
brj-23200	273	1	“	"	PUNCT
brj-23200	273	2	bending	bend	VERB
brj-23200	273	3	of	of	ADP
brj-23200	273	4	composite	composite	ADJ
brj-23200	273	5	slab	slab	NOUN
brj-23200	273	6	,	,	PUNCT
brj-23200	273	7	”	"	PUNCT
brj-23200	273	8	bioresources	bioresource	NOUN
brj-23200	273	9	19(1	19(1	NUM
brj-23200	273	10	)	)	PUNCT
brj-23200	273	11	,	,	PUNCT
brj-23200	273	12	1558	1558	NUM
brj-23200	273	13	-	-	SYM
brj-23200	273	14	1570	1570	NUM
brj-23200	273	15	.	.	PUNCT
brj-23200	274	1	1570	1570	NUM
brj-23200	274	2	analysis	analysis	NOUN
brj-23200	274	3	of	of	ADP
brj-23200	274	4	glulam	glulam	NOUN
brj-23200	274	5	-	-	PUNCT
brj-23200	274	6	concrete	concrete	ADJ
brj-23200	274	7	composite	composite	ADJ
brj-23200	274	8	beams	beam	NOUN
brj-23200	274	9	connected	connect	VERB
brj-23200	274	10	with	with	ADP
brj-23200	274	11	ductile	ductile	NOUN
brj-23200	274	12	shear	shear	NOUN
brj-23200	274	13	connectors	connector	NOUN
brj-23200	274	14	,	,	PUNCT
brj-23200	274	15	”	"	PUNCT
brj-23200	274	16	advances	advance	NOUN
brj-23200	274	17	in	in	ADP
brj-23200	274	18	structural	structural	ADJ
brj-23200	274	19	engineering	engineering	NOUN
brj-23200	274	20	23(6	23(6	NUM
brj-23200	274	21	)	)	PUNCT
brj-23200	274	22	,	,	PUNCT
brj-23200	274	23	1168	1168	NUM
brj-23200	274	24	-	-	SYM
brj-23200	274	25	1178	1178	NUM
brj-23200	274	26	.	.	PUNCT
brj-23200	275	1	doi	doi	NOUN
brj-23200	275	2	:	:	PUNCT
brj-23200	275	3	10.1177/1369433219891560	10.1177/1369433219891560	NUM
brj-23200	275	4	khai	khai	PROPN
brj-23200	275	5	,	,	PUNCT
brj-23200	275	6	q.	q.	PROPN
brj-23200	275	7	m.	m.	PROPN
brj-23200	275	8	,	,	PUNCT
brj-23200	275	9	aron	aron	PROPN
brj-23200	275	10	,	,	PUNCT
brj-23200	275	11	p.	p.	PROPN
brj-23200	275	12	,	,	PUNCT
brj-23200	275	13	khoa	khoa	NOUN
brj-23200	275	14	,	,	PUNCT
brj-23200	275	15	t.	t.	NOUN
brj-23200	275	16	n.	n.	PROPN
brj-23200	275	17	,	,	PUNCT
brj-23200	275	18	and	and	CCONJ
brj-23200	275	19	lee	lee	PROPN
brj-23200	275	20	,	,	PUNCT
brj-23200	275	21	k.	k.	PROPN
brj-23200	275	22	(	(	PUNCT
brj-23200	275	23	2018	2018	NUM
brj-23200	275	24	)	)	PUNCT
brj-23200	275	25	.	.	PUNCT
brj-23200	276	1	“	"	PUNCT
brj-23200	276	2	full	full	ADJ
brj-23200	276	3	-	-	PUNCT
brj-23200	276	4	scale	scale	NOUN
brj-23200	276	5	static	static	ADJ
brj-23200	276	6	and	and	CCONJ
brj-23200	276	7	dynamic	dynamic	ADJ
brj-23200	276	8	experiments	experiment	NOUN
brj-23200	276	9	of	of	ADP
brj-23200	276	10	hybrid	hybrid	ADJ
brj-23200	276	11	clt	clt	ADJ
brj-23200	276	12	-	-	PUNCT
brj-23200	276	13	concrete	concrete	ADJ
brj-23200	276	14	composite	composite	ADJ
brj-23200	276	15	slab	slab	NOUN
brj-23200	276	16	,	,	PUNCT
brj-23200	276	17	”	"	PUNCT
brj-23200	276	18	construction	construction	NOUN
brj-23200	276	19	and	and	CCONJ
brj-23200	276	20	building	building	NOUN
brj-23200	276	21	materials	material	NOUN
brj-23200	276	22	170	170	NUM
brj-23200	276	23	,	,	PUNCT
brj-23200	276	24	55	55	NUM
brj-23200	276	25	-	-	SYM
brj-23200	276	26	65	65	NUM
brj-23200	276	27	.	.	PUNCT
brj-23200	277	1	doi	doi	NOUN
brj-23200	277	2	:	:	PUNCT
brj-23200	277	3	10.1016	10.1016	NUM
brj-23200	277	4	/	/	SYM
brj-23200	277	5	j.conbuildmat.2018.03.042	j.conbuildmat.2018.03.042	PROPN
brj-23200	277	6	khorsandnia	khorsandnia	PROPN
brj-23200	277	7	,	,	PUNCT
brj-23200	277	8	n.	n.	NOUN
brj-23200	277	9	,	,	PUNCT
brj-23200	277	10	valipour	valipour	NOUN
brj-23200	277	11	,	,	PUNCT
brj-23200	277	12	h.	h.	PROPN
brj-23200	277	13	r.	r.	PROPN
brj-23200	277	14	,	,	PUNCT
brj-23200	277	15	and	and	CCONJ
brj-23200	277	16	crews	crew	NOUN
brj-23200	277	17	,	,	PUNCT
brj-23200	277	18	k.	k.	PROPN
brj-23200	277	19	(	(	PUNCT
brj-23200	277	20	2012	2012	NUM
brj-23200	277	21	)	)	PUNCT
brj-23200	277	22	.	.	PUNCT
brj-23200	278	1	“	"	PUNCT
brj-23200	278	2	experimental	experimental	ADJ
brj-23200	278	3	and	and	CCONJ
brj-23200	278	4	analytical	analytical	ADJ
brj-23200	278	5	investigation	investigation	NOUN
brj-23200	278	6	of	of	ADP
brj-23200	278	7	short	short	ADJ
brj-23200	278	8	-	-	PUNCT
brj-23200	278	9	term	term	NOUN
brj-23200	278	10	behaviour	behaviour	NOUN
brj-23200	278	11	of	of	ADP
brj-23200	278	12	lvl	lvl	NOUN
brj-23200	278	13	-	-	PUNCT
brj-23200	278	14	concrete	concrete	ADJ
brj-23200	278	15	composite	composite	ADJ
brj-23200	278	16	connections	connection	NOUN
brj-23200	278	17	and	and	CCONJ
brj-23200	278	18	beams	beam	NOUN
brj-23200	278	19	,	,	PUNCT
brj-23200	278	20	”	"	PUNCT
brj-23200	278	21	construction	construction	NOUN
brj-23200	278	22	and	and	CCONJ
brj-23200	278	23	building	building	NOUN
brj-23200	278	24	materials	material	NOUN
brj-23200	278	25	37(12	37(12	NUM
brj-23200	278	26	)	)	PUNCT
brj-23200	278	27	,	,	PUNCT
brj-23200	278	28	229	229	NUM
brj-23200	278	29	-	-	SYM
brj-23200	278	30	238	238	NUM
brj-23200	278	31	.	.	PUNCT
brj-23200	279	1	doi	doi	NOUN
brj-23200	279	2	:	:	PUNCT
brj-23200	279	3	10.1016	10.1016	NUM
brj-23200	279	4	/	/	SYM
brj-23200	279	5	j.conbuildmat.2012.07.022	j.conbuildmat.2012.07.022	PROPN
brj-23200	279	6	li	li	PROPN
brj-23200	279	7	,	,	PUNCT
brj-23200	279	8	h.	h.	PROPN
brj-23200	279	9	,	,	PUNCT
brj-23200	279	10	wei	wei	PROPN
brj-23200	279	11	,	,	PUNCT
brj-23200	279	12	y.	y.	PROPN
brj-23200	279	13	,	,	PUNCT
brj-23200	279	14	yan	yan	PROPN
brj-23200	279	15	,	,	PUNCT
brj-23200	279	16	l.	l.	PROPN
brj-23200	279	17	,	,	PUNCT
brj-23200	279	18	semple	semple	PROPN
brj-23200	279	19	,	,	PUNCT
brj-23200	279	20	k.	k.	PROPN
brj-23200	279	21	e.	e.	PROPN
brj-23200	279	22	,	,	PUNCT
brj-23200	279	23	and	and	CCONJ
brj-23200	279	24	dai	dai	PROPN
brj-23200	279	25	,	,	PUNCT
brj-23200	279	26	c.	c.	PROPN
brj-23200	279	27	(	(	PUNCT
brj-23200	279	28	2023	2023	NUM
brj-23200	279	29	)	)	PUNCT
brj-23200	279	30	.	.	PUNCT
brj-23200	280	1	“	"	PUNCT
brj-23200	280	2	structural	structural	ADJ
brj-23200	280	3	behavior	behavior	NOUN
brj-23200	280	4	of	of	ADP
brj-23200	280	5	steel	steel	NOUN
brj-23200	280	6	dowel	dowel	NOUN
brj-23200	280	7	strengthened	strengthen	VERB
brj-23200	280	8	cross	cross	ADJ
brj-23200	280	9	-	-	ADJ
brj-23200	280	10	laminated	laminated	ADJ
brj-23200	280	11	bamboo	bamboo	NOUN
brj-23200	280	12	and	and	CCONJ
brj-23200	280	13	timber	timber	NOUN
brj-23200	280	14	beams	beam	NOUN
brj-23200	280	15	,	,	PUNCT
brj-23200	280	16	”	"	PUNCT
brj-23200	280	17	composite	composite	ADJ
brj-23200	280	18	structures	structure	NOUN
brj-23200	280	19	318	318	NUM
brj-23200	280	20	,	,	PUNCT
brj-23200	280	21	article	article	NOUN
brj-23200	280	22	117111	117111	NUM
brj-23200	280	23	.	.	PUNCT
brj-23200	281	1	doi	doi	NOUN
brj-23200	281	2	:	:	PUNCT
brj-23200	281	3	10.1016	10.1016	NUM
brj-23200	281	4	/	/	SYM
brj-23200	281	5	j.compstruct.2023.117111	j.compstruct.2023.117111	PROPN
brj-23200	281	6	pastori	pastori	PROPN
brj-23200	281	7	,	,	PUNCT
brj-23200	281	8	s.	s.	PROPN
brj-23200	281	9	,	,	PUNCT
brj-23200	281	10	mazzucchelli	mazzucchelli	PROPN
brj-23200	281	11	,	,	PUNCT
brj-23200	281	12	e.	e.	PROPN
brj-23200	281	13	s.	s.	PROPN
brj-23200	281	14	,	,	PUNCT
brj-23200	281	15	and	and	CCONJ
brj-23200	281	16	wallhagen	wallhagen	PROPN
brj-23200	281	17	,	,	PUNCT
brj-23200	281	18	m.	m.	NOUN
brj-23200	281	19	(	(	PUNCT
brj-23200	281	20	2022	2022	NUM
brj-23200	281	21	)	)	PUNCT
brj-23200	281	22	.	.	PUNCT
brj-23200	282	1	“	"	PUNCT
brj-23200	282	2	hybrid	hybrid	ADJ
brj-23200	282	3	timber	timber	NOUN
brj-23200	282	4	-	-	PUNCT
brj-23200	282	5	based	base	VERB
brj-23200	282	6	structures	structure	NOUN
brj-23200	282	7	:	:	PUNCT
brj-23200	282	8	a	a	DET
brj-23200	282	9	state	state	NOUN
brj-23200	282	10	of	of	ADP
brj-23200	282	11	the	the	DET
brj-23200	282	12	art	art	NOUN
brj-23200	282	13	review	review	NOUN
brj-23200	282	14	,	,	PUNCT
brj-23200	282	15	”	"	PUNCT
brj-23200	282	16	construction	construction	NOUN
brj-23200	282	17	and	and	CCONJ
brj-23200	282	18	building	building	NOUN
brj-23200	282	19	materials	material	NOUN
brj-23200	282	20	359	359	NUM
brj-23200	282	21	,	,	PUNCT
brj-23200	282	22	article	article	NOUN
brj-23200	282	23	129505	129505	NUM
brj-23200	282	24	.	.	PUNCT
brj-23200	283	1	doi	doi	NOUN
brj-23200	283	2	:	:	PUNCT
brj-23200	283	3	10.1016	10.1016	NUM
brj-23200	283	4	/	/	SYM
brj-23200	283	5	j.conbuildmat.2022.129505	j.conbuildmat.2022.129505	PROPN
brj-23200	283	6	tao	tao	PROPN
brj-23200	283	7	,	,	PUNCT
brj-23200	283	8	h.	h.	PROPN
brj-23200	283	9	,	,	PUNCT
brj-23200	283	10	yang	yang	PROPN
brj-23200	283	11	,	,	PUNCT
brj-23200	283	12	h.	h.	PROPN
brj-23200	283	13	,	,	PUNCT
brj-23200	283	14	ju	ju	PROPN
brj-23200	283	15	,	,	PUNCT
brj-23200	283	16	g.	g.	PROPN
brj-23200	283	17	,	,	PUNCT
brj-23200	283	18	xu	xu	PROPN
brj-23200	283	19	,	,	PUNCT
brj-23200	283	20	j.	j.	PROPN
brj-23200	283	21	,	,	PUNCT
brj-23200	283	22	and	and	CCONJ
brj-23200	283	23	shi	shi	PROPN
brj-23200	283	24	,	,	PUNCT
brj-23200	283	25	b.	b.	PROPN
brj-23200	283	26	(	(	PUNCT
brj-23200	283	27	2022	2022	NUM
brj-23200	283	28	)	)	PUNCT
brj-23200	283	29	.	.	PUNCT
brj-23200	284	1	“	"	PUNCT
brj-23200	284	2	effective	effective	ADJ
brj-23200	284	3	width	width	NOUN
brj-23200	284	4	of	of	ADP
brj-23200	284	5	timber	timber	NOUN
brj-23200	284	6	-	-	PUNCT
brj-23200	284	7	concrete	concrete	ADJ
brj-23200	284	8	composite	composite	ADJ
brj-23200	284	9	beams	beam	NOUN
brj-23200	284	10	with	with	ADP
brj-23200	284	11	crossed	cross	VERB
brj-23200	284	12	inclined	inclined	ADJ
brj-23200	284	13	coach	coach	NOUN
brj-23200	284	14	screw	screw	VERB
brj-23200	284	15	connections	connection	NOUN
brj-23200	284	16	at	at	ADP
brj-23200	284	17	the	the	DET
brj-23200	284	18	serviceability	serviceability	NOUN
brj-23200	284	19	state	state	NOUN
brj-23200	284	20	,	,	PUNCT
brj-23200	284	21	”	"	PUNCT
brj-23200	284	22	engineering	engineering	NOUN
brj-23200	284	23	structures	structure	NOUN
brj-23200	284	24	267	267	NUM
brj-23200	284	25	,	,	PUNCT
brj-23200	284	26	article	article	NOUN
brj-23200	284	27	114716	114716	NUM
brj-23200	284	28	.	.	PUNCT
brj-23200	285	1	doi	doi	NOUN
brj-23200	285	2	:	:	PUNCT
brj-23200	285	3	10.1016	10.1016	NUM
brj-23200	285	4	/	/	SYM
brj-23200	285	5	j.engstruct.2022.114716	j.engstruct.2022.114716	PROPN
brj-23200	285	6	yeoh	yeoh	PROPN
brj-23200	285	7	,	,	PUNCT
brj-23200	285	8	d.	d.	PROPN
brj-23200	285	9	,	,	PUNCT
brj-23200	285	10	fragiacomo	fragiacomo	NOUN
brj-23200	285	11	,	,	PUNCT
brj-23200	285	12	m.	m.	NOUN
brj-23200	285	13	,	,	PUNCT
brj-23200	285	14	franceschi	franceschi	PROPN
brj-23200	285	15	,	,	PUNCT
brj-23200	285	16	m.	m.	NOUN
brj-23200	285	17	d.	d.	PROPN
brj-23200	285	18	,	,	PUNCT
brj-23200	285	19	and	and	CCONJ
brj-23200	285	20	boon	boon	NOUN
brj-23200	285	21	,	,	PUNCT
brj-23200	285	22	k.	k.	PROPN
brj-23200	285	23	h.	h.	PROPN
brj-23200	285	24	(	(	PUNCT
brj-23200	285	25	2011a	2011a	NUM
brj-23200	285	26	)	)	PUNCT
brj-23200	285	27	.	.	PUNCT
brj-23200	286	1	“	"	PUNCT
brj-23200	286	2	state	state	NOUN
brj-23200	286	3	of	of	ADP
brj-23200	286	4	the	the	DET
brj-23200	286	5	art	art	NOUN
brj-23200	286	6	on	on	ADP
brj-23200	286	7	timber	timber	NOUN
brj-23200	286	8	-	-	PUNCT
brj-23200	286	9	concrete	concrete	ADJ
brj-23200	286	10	composite	composite	ADJ
brj-23200	286	11	structures	structure	NOUN
brj-23200	286	12	:	:	PUNCT
brj-23200	286	13	literature	literature	PROPN
brj-23200	286	14	review	review	PROPN
brj-23200	286	15	,	,	PUNCT
brj-23200	286	16	”	"	PUNCT
brj-23200	286	17	journal	journal	NOUN
brj-23200	286	18	of	of	ADP
brj-23200	286	19	structural	structural	ADJ
brj-23200	286	20	engineering	engineering	NOUN
brj-23200	286	21	137(10	137(10	NUM
brj-23200	286	22	)	)	PUNCT
brj-23200	286	23	,	,	PUNCT
brj-23200	286	24	1085	1085	NUM
brj-23200	286	25	-	-	SYM
brj-23200	286	26	1095	1095	NUM
brj-23200	286	27	.	.	PUNCT
brj-23200	287	1	doi	doi	NOUN
brj-23200	287	2	:	:	PUNCT
brj-23200	287	3	10.1061/(asce)st.1943	10.1061/(asce)st.1943	NUM
brj-23200	287	4	-	-	SYM
brj-23200	287	5	541x.0000353	541x.0000353	NUM
brj-23200	287	6	yeoh	yeoh	NOUN
brj-23200	287	7	,	,	PUNCT
brj-23200	287	8	d.	d.	PROPN
brj-23200	287	9	,	,	PUNCT
brj-23200	287	10	fragiacomo	fragiacomo	NOUN
brj-23200	287	11	,	,	PUNCT
brj-23200	287	12	m.	m.	NOUN
brj-23200	287	13	,	,	PUNCT
brj-23200	287	14	and	and	CCONJ
brj-23200	287	15	deam	deam	PROPN
brj-23200	287	16	,	,	PUNCT
brj-23200	287	17	b.	b.	PROPN
brj-23200	287	18	(	(	PUNCT
brj-23200	287	19	2011b	2011b	NUM
brj-23200	287	20	)	)	PUNCT
brj-23200	287	21	.	.	PUNCT
brj-23200	288	1	“	"	PUNCT
brj-23200	288	2	experimental	experimental	ADJ
brj-23200	288	3	behaviour	behaviour	NOUN
brj-23200	288	4	of	of	ADP
brj-23200	288	5	lvlconcrete	lvlconcrete	ADJ
brj-23200	288	6	composite	composite	ADJ
brj-23200	288	7	slab	slab	NOUN
brj-23200	288	8	beams	beam	NOUN
brj-23200	288	9	at	at	ADP
brj-23200	288	10	strength	strength	NOUN
brj-23200	288	11	limit	limit	NOUN
brj-23200	288	12	state	state	NOUN
brj-23200	288	13	,	,	PUNCT
brj-23200	288	14	”	"	PUNCT
brj-23200	288	15	engineering	engineering	NOUN
brj-23200	288	16	structures	structure	NOUN
brj-23200	288	17	33	33	NUM
brj-23200	288	18	,	,	PUNCT
brj-23200	288	19	2697	2697	NUM
brj-23200	288	20	-	-	SYM
brj-23200	288	21	2707	2707	NUM
brj-23200	288	22	.	.	PUNCT
brj-23200	289	1	doi	doi	NOUN
brj-23200	289	2	:	:	PUNCT
brj-23200	289	3	10.1016	10.1016	NUM
brj-23200	289	4	/	/	SYM
brj-23200	289	5	j.engstruct.2011.05.021	j.engstruct.2011.05.021	PROPN
brj-23200	289	6	yuan	yuan	PROPN
brj-23200	289	7	,	,	PUNCT
brj-23200	289	8	s.	s.	PROPN
brj-23200	289	9	,	,	PUNCT
brj-23200	289	10	du	du	PROPN
brj-23200	289	11	,	,	PUNCT
brj-23200	289	12	h.	h.	PROPN
brj-23200	289	13	,	,	PUNCT
brj-23200	289	14	sun	sun	PROPN
brj-23200	289	15	,	,	PUNCT
brj-23200	289	16	z.	z.	PROPN
brj-23200	289	17	,	,	PUNCT
brj-23200	289	18	and	and	CCONJ
brj-23200	289	19	hu	hu	PROPN
brj-23200	289	20	,	,	PUNCT
brj-23200	289	21	x.	x.	NOUN
brj-23200	289	22	(	(	PUNCT
brj-23200	289	23	2023	2023	NUM
brj-23200	289	24	)	)	PUNCT
brj-23200	289	25	.	.	PUNCT
brj-23200	290	1	“	"	PUNCT
brj-23200	290	2	experimental	experimental	ADJ
brj-23200	290	3	and	and	CCONJ
brj-23200	290	4	numerical	numerical	ADJ
brj-23200	290	5	study	study	NOUN
brj-23200	290	6	on	on	ADP
brj-23200	290	7	shear	shear	NOUN
brj-23200	290	8	performance	performance	NOUN
brj-23200	290	9	of	of	ADP
brj-23200	290	10	pitched	pitch	VERB
brj-23200	290	11	screws	screw	NOUN
brj-23200	290	12	in	in	ADP
brj-23200	290	13	wood	wood	NOUN
brj-23200	290	14	-	-	PUNCT
brj-23200	290	15	concrete	concrete	ADJ
brj-23200	290	16	composite	composite	ADJ
brj-23200	290	17	beam	beam	NOUN
brj-23200	290	18	with	with	ADP
brj-23200	290	19	wooden	wooden	ADJ
brj-23200	290	20	partitions	partition	NOUN
brj-23200	290	21	,	,	PUNCT
brj-23200	290	22	”	"	PUNCT
brj-23200	290	23	materials	material	NOUN
brj-23200	290	24	16	16	NUM
brj-23200	290	25	,	,	PUNCT
brj-23200	290	26	article	article	NOUN
brj-23200	290	27	5098	5098	NUM
brj-23200	290	28	.	.	PUNCT
brj-23200	291	1	doi	doi	NOUN
brj-23200	291	2	:	:	PUNCT
brj-23200	291	3	10.3390	10.3390	NUM
brj-23200	291	4	/	/	SYM
brj-23200	291	5	ma16145098	ma16145098	PROPN
brj-23200	291	6	zhang	zhang	PROPN
brj-23200	291	7	,	,	PUNCT
brj-23200	291	8	x.	x.	PROPN
brj-23200	291	9	,	,	PUNCT
brj-23200	291	10	hu	hu	PROPN
brj-23200	291	11	,	,	PUNCT
brj-23200	291	12	x.	x.	PROPN
brj-23200	291	13	,	,	PUNCT
brj-23200	291	14	gong	gong	PROPN
brj-23200	291	15	,	,	PUNCT
brj-23200	291	16	h.	h.	PROPN
brj-23200	291	17	,	,	PUNCT
brj-23200	291	18	zhang	zhang	PROPN
brj-23200	291	19	,	,	PUNCT
brj-23200	291	20	j.	j.	PROPN
brj-23200	291	21	,	,	PUNCT
brj-23200	291	22	lv	lv	PROPN
brj-23200	291	23	,	,	PUNCT
brj-23200	291	24	z.	z.	PROPN
brj-23200	291	25	,	,	PUNCT
brj-23200	291	26	and	and	CCONJ
brj-23200	291	27	hong	hong	PROPN
brj-23200	291	28	,	,	PUNCT
brj-23200	291	29	w.	w.	PROPN
brj-23200	291	30	(	(	PUNCT
brj-23200	291	31	2020	2020	NUM
brj-23200	291	32	)	)	PUNCT
brj-23200	291	33	.	.	PUNCT
brj-23200	292	1	“	"	PUNCT
brj-23200	292	2	experimental	experimental	ADJ
brj-23200	292	3	study	study	NOUN
brj-23200	292	4	on	on	ADP
brj-23200	292	5	the	the	DET
brj-23200	292	6	impact	impact	NOUN
brj-23200	292	7	sound	sound	NOUN
brj-23200	292	8	insulation	insulation	NOUN
brj-23200	292	9	of	of	ADP
brj-23200	292	10	cross	cross	NOUN
brj-23200	292	11	laminated	laminate	VERB
brj-23200	292	12	timber	timber	NOUN
brj-23200	292	13	and	and	CCONJ
brj-23200	292	14	timber	timber	NOUN
brj-23200	292	15	-	-	PUNCT
brj-23200	292	16	concrete	concrete	ADJ
brj-23200	292	17	composite	composite	ADJ
brj-23200	292	18	floors	floor	NOUN
brj-23200	292	19	,	,	PUNCT
brj-23200	292	20	”	"	PUNCT
brj-23200	292	21	applied	apply	VERB
brj-23200	292	22	acoustics	acoustic	NOUN
brj-23200	292	23	161	161	NUM
brj-23200	292	24	,	,	PUNCT
brj-23200	292	25	article	article	NOUN
brj-23200	292	26	107173	107173	NUM
brj-23200	292	27	.	.	PUNCT
brj-23200	293	1	doi	doi	NOUN
brj-23200	293	2	:	:	PUNCT
brj-23200	293	3	10.1016	10.1016	NUM
brj-23200	293	4	/	/	SYM
brj-23200	293	5	j.apacoust.2019.107173	j.apacoust.2019.107173	PROPN
brj-23200	293	6	article	article	NOUN
brj-23200	293	7	submitted	submit	VERB
brj-23200	293	8	:	:	PUNCT
brj-23200	293	9	december	december	PROPN
brj-23200	293	10	11	11	NUM
brj-23200	293	11	,	,	PUNCT
brj-23200	293	12	2023	2023	NUM
brj-23200	293	13	;	;	PUNCT
brj-23200	293	14	peer	peer	NOUN
brj-23200	293	15	review	review	NOUN
brj-23200	293	16	completed	complete	VERB
brj-23200	293	17	:	:	PUNCT
brj-23200	293	18	january	january	PROPN
brj-23200	293	19	3	3	NUM
brj-23200	293	20	,	,	PUNCT
brj-23200	293	21	2024	2024	NUM
brj-23200	293	22	;	;	PUNCT
brj-23200	293	23	revised	revise	VERB
brj-23200	293	24	version	version	NOUN
brj-23200	293	25	received	receive	VERB
brj-23200	293	26	:	:	PUNCT
brj-23200	293	27	january	january	PROPN
brj-23200	293	28	9	9	NUM
brj-23200	293	29	,	,	PUNCT
brj-23200	293	30	2024	2024	NUM
brj-23200	293	31	;	;	PUNCT
brj-23200	293	32	accepted	accept	VERB
brj-23200	293	33	:	:	PUNCT
brj-23200	293	34	january	january	PROPN
brj-23200	293	35	12	12	NUM
brj-23200	293	36	,	,	PUNCT
brj-23200	293	37	2024	2024	NUM
brj-23200	293	38	;	;	PUNCT
brj-23200	293	39	published	publish	VERB
brj-23200	293	40	:	:	PUNCT
brj-23200	293	41	january	january	PROPN
brj-23200	293	42	19	19	NUM
brj-23200	293	43	,	,	PUNCT
brj-23200	293	44	2024	2024	NUM
brj-23200	293	45	.	.	PUNCT
brj-23200	294	1	doi	doi	NOUN
brj-23200	294	2	:	:	PUNCT
brj-23200	294	3	10.15376	10.15376	NUM
brj-23200	294	4	/	/	SYM
brj-23200	294	5	biores.19.1.1558	biores.19.1.1558	NOUN
brj-23200	294	6	-	-	PUNCT
brj-23200	294	7	1570	1570	NUM