id	sid	tid	token	lemma	pos
brj-24227	1	1	peer	peer	NOUN
brj-24227	1	2	-	-	PUNCT
brj-24227	1	3	review	review	NOUN
brj-24227	1	4	article	article	NOUN
brj-24227	1	5	peer	peer	NOUN
brj-24227	1	6	-	-	PUNCT
brj-24227	1	7	reviewed	review	VERB
brj-24227	1	8	article	article	NOUN
brj-24227	1	9	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	1	10	celik	celik	VERB
brj-24227	1	11	et	et	PROPN
brj-24227	1	12	al	al	PROPN
brj-24227	1	13	.	.	PROPN
brj-24227	2	1	(	(	PUNCT
brj-24227	2	2	2025	2025	NUM
brj-24227	2	3	)	)	PUNCT
brj-24227	2	4	.	.	PUNCT
brj-24227	3	1	“	"	PUNCT
brj-24227	3	2	timber	timber	NOUN
brj-24227	3	3	structure	structure	NOUN
brj-24227	3	4	model	model	NOUN
brj-24227	3	5	options	option	NOUN
brj-24227	3	6	,	,	PUNCT
brj-24227	3	7	”	"	PUNCT
brj-24227	3	8	bioresources	bioresource	NOUN
brj-24227	3	9	20(2	20(2	NUM
brj-24227	3	10	)	)	PUNCT
brj-24227	3	11	,	,	PUNCT
brj-24227	3	12	3587	3587	NUM
brj-24227	3	13	-	-	SYM
brj-24227	3	14	3603	3603	NUM
brj-24227	3	15	.	.	PUNCT
brj-24227	4	1	3587	3587	NUM
brj-24227	4	2	a	a	DET
brj-24227	4	3	comparative	comparative	ADJ
brj-24227	4	4	study	study	NOUN
brj-24227	4	5	of	of	ADP
brj-24227	4	6	the	the	DET
brj-24227	4	7	analysis	analysis	NOUN
brj-24227	4	8	model	model	NOUN
brj-24227	4	9	for	for	ADP
brj-24227	4	10	timber	timber	NOUN
brj-24227	4	11	structures	structure	NOUN
brj-24227	4	12	:	:	PUNCT
brj-24227	4	13	addressing	address	VERB
brj-24227	4	14	nonlinearities	nonlinearitie	NOUN
brj-24227	4	15	and	and	CCONJ
brj-24227	4	16	connection	connection	NOUN
brj-24227	4	17	behaviour	behaviour	NOUN
brj-24227	4	18	huseyin	huseyin	PROPN
brj-24227	4	19	kursat	kursat	PROPN
brj-24227	4	20	celik	celik	VERB
brj-24227	4	21	,	,	PUNCT
brj-24227	4	22	a	a	DET
brj-24227	4	23	,	,	PUNCT
brj-24227	4	24	b	b	NOUN
brj-24227	4	25	,	,	PUNCT
brj-24227	4	26	*	*	PUNCT
brj-24227	4	27	gokhan	gokhan	PROPN
brj-24227	4	28	sakar	sakar	PROPN
brj-24227	4	29	,	,	PUNCT
brj-24227	4	30	b	b	PROPN
brj-24227	4	31	and	and	CCONJ
brj-24227	4	32	haytham	haytham	PROPN
brj-24227	4	33	f.	f.	PROPN
brj-24227	4	34	isleem	isleem	PROPN
brj-24227	4	35	,	,	PUNCT
brj-24227	4	36	c	c	PROPN
brj-24227	4	37	timber	timber	NOUN
brj-24227	4	38	has	have	AUX
brj-24227	4	39	been	be	AUX
brj-24227	4	40	studied	study	VERB
brj-24227	4	41	as	as	ADP
brj-24227	4	42	a	a	DET
brj-24227	4	43	material	material	NOUN
brj-24227	4	44	of	of	ADP
brj-24227	4	45	construction	construction	NOUN
brj-24227	4	46	from	from	ADP
brj-24227	4	47	many	many	ADJ
brj-24227	4	48	perspectives	perspective	NOUN
brj-24227	4	49	,	,	PUNCT
brj-24227	4	50	including	include	VERB
brj-24227	4	51	strength	strength	NOUN
brj-24227	4	52	and	and	CCONJ
brj-24227	4	53	durability	durability	NOUN
brj-24227	4	54	.	.	PUNCT
brj-24227	5	1	despite	despite	SCONJ
brj-24227	5	2	many	many	ADJ
brj-24227	5	3	studies	study	NOUN
brj-24227	5	4	showing	show	VERB
brj-24227	5	5	a	a	DET
brj-24227	5	6	good	good	ADJ
brj-24227	5	7	correlation	correlation	NOUN
brj-24227	5	8	between	between	ADP
brj-24227	5	9	material	material	NOUN
brj-24227	5	10	models	model	NOUN
brj-24227	5	11	,	,	PUNCT
brj-24227	5	12	connection	connection	NOUN
brj-24227	5	13	behaviour	behaviour	NOUN
brj-24227	5	14	,	,	PUNCT
brj-24227	5	15	and	and	CCONJ
brj-24227	5	16	structural	structural	ADJ
brj-24227	5	17	modelling	modelling	NOUN
brj-24227	5	18	,	,	PUNCT
brj-24227	5	19	it	it	PRON
brj-24227	5	20	is	be	AUX
brj-24227	5	21	still	still	ADV
brj-24227	5	22	not	not	PART
brj-24227	5	23	clear	clear	ADJ
brj-24227	5	24	which	which	DET
brj-24227	5	25	approach	approach	NOUN
brj-24227	5	26	is	be	AUX
brj-24227	5	27	suitable	suitable	ADJ
brj-24227	5	28	under	under	ADP
brj-24227	5	29	what	what	PRON
brj-24227	5	30	constraints	constraint	NOUN
brj-24227	5	31	.	.	PUNCT
brj-24227	6	1	this	this	DET
brj-24227	6	2	study	study	NOUN
brj-24227	6	3	was	be	AUX
brj-24227	6	4	performed	perform	VERB
brj-24227	6	5	to	to	PART
brj-24227	6	6	clarify	clarify	VERB
brj-24227	6	7	the	the	DET
brj-24227	6	8	problem	problem	NOUN
brj-24227	6	9	.	.	PUNCT
brj-24227	7	1	the	the	DET
brj-24227	7	2	basis	basis	NOUN
brj-24227	7	3	for	for	ADP
brj-24227	7	4	the	the	DET
brj-24227	7	5	analysis	analysis	NOUN
brj-24227	7	6	of	of	ADP
brj-24227	7	7	timber	timber	NOUN
brj-24227	7	8	structures	structure	NOUN
brj-24227	7	9	is	be	AUX
brj-24227	7	10	emphasized	emphasize	VERB
brj-24227	7	11	in	in	ADP
brj-24227	7	12	this	this	DET
brj-24227	7	13	work	work	NOUN
brj-24227	7	14	in	in	ADP
brj-24227	7	15	terms	term	NOUN
brj-24227	7	16	of	of	ADP
brj-24227	7	17	problem	problem	NOUN
brj-24227	7	18	dimension	dimension	NOUN
brj-24227	7	19	,	,	PUNCT
brj-24227	7	20	material	material	NOUN
brj-24227	7	21	constitution	constitution	NOUN
brj-24227	7	22	,	,	PUNCT
brj-24227	7	23	and	and	CCONJ
brj-24227	7	24	geometrical	geometrical	ADJ
brj-24227	7	25	nonlinearities	nonlinearitie	NOUN
brj-24227	7	26	.	.	PUNCT
brj-24227	8	1	the	the	DET
brj-24227	8	2	modelling	modelling	NOUN
brj-24227	8	3	and	and	CCONJ
brj-24227	8	4	the	the	DET
brj-24227	8	5	idealisation	idealisation	NOUN
brj-24227	8	6	methods	method	NOUN
brj-24227	8	7	of	of	ADP
brj-24227	8	8	structures	structure	NOUN
brj-24227	8	9	are	be	AUX
brj-24227	8	10	categorised	categorise	VERB
brj-24227	8	11	into	into	ADP
brj-24227	8	12	five	five	NUM
brj-24227	8	13	different	different	ADJ
brj-24227	8	14	groups	group	NOUN
brj-24227	8	15	and	and	CCONJ
brj-24227	8	16	briefly	briefly	ADV
brj-24227	8	17	explained	explain	VERB
brj-24227	8	18	.	.	PUNCT
brj-24227	9	1	an	an	DET
brj-24227	9	2	experiment	experiment	NOUN
brj-24227	9	3	available	available	ADJ
brj-24227	9	4	in	in	ADP
brj-24227	9	5	the	the	DET
brj-24227	9	6	literature	literature	NOUN
brj-24227	9	7	is	be	AUX
brj-24227	9	8	used	use	VERB
brj-24227	9	9	as	as	ADP
brj-24227	9	10	a	a	DET
brj-24227	9	11	reference	reference	NOUN
brj-24227	9	12	to	to	PART
brj-24227	9	13	illustrate	illustrate	VERB
brj-24227	9	14	modelling	modelling	NOUN
brj-24227	9	15	capabilities	capability	NOUN
brj-24227	9	16	of	of	ADP
brj-24227	9	17	different	different	ADJ
brj-24227	9	18	techniques	technique	NOUN
brj-24227	9	19	,	,	PUNCT
brj-24227	9	20	and	and	CCONJ
brj-24227	9	21	models	model	NOUN
brj-24227	9	22	from	from	ADP
brj-24227	9	23	five	five	NUM
brj-24227	9	24	different	different	ADJ
brj-24227	9	25	groups	group	NOUN
brj-24227	9	26	is	be	AUX
brj-24227	9	27	used	use	VERB
brj-24227	9	28	to	to	PART
brj-24227	9	29	perform	perform	VERB
brj-24227	9	30	analysis	analysis	NOUN
brj-24227	9	31	.	.	PUNCT
brj-24227	10	1	by	by	ADP
brj-24227	10	2	comparing	compare	VERB
brj-24227	10	3	the	the	DET
brj-24227	10	4	analysis	analysis	NOUN
brj-24227	10	5	results	result	NOUN
brj-24227	10	6	and	and	CCONJ
brj-24227	10	7	the	the	DET
brj-24227	10	8	experiment	experiment	NOUN
brj-24227	10	9	,	,	PUNCT
brj-24227	10	10	key	key	ADJ
brj-24227	10	11	notes	note	NOUN
brj-24227	10	12	on	on	ADP
brj-24227	10	13	the	the	DET
brj-24227	10	14	analysis	analysis	NOUN
brj-24227	10	15	proficiency	proficiency	NOUN
brj-24227	10	16	are	be	AUX
brj-24227	10	17	highlighted	highlight	VERB
brj-24227	10	18	,	,	PUNCT
brj-24227	10	19	including	include	VERB
brj-24227	10	20	failure	failure	NOUN
brj-24227	10	21	load	load	NOUN
brj-24227	10	22	,	,	PUNCT
brj-24227	10	23	maximum	maximum	ADJ
brj-24227	10	24	displacement	displacement	NOUN
brj-24227	10	25	,	,	PUNCT
brj-24227	10	26	and	and	CCONJ
brj-24227	10	27	failure	failure	NOUN
brj-24227	10	28	mode	mode	NOUN
brj-24227	10	29	.	.	PUNCT
brj-24227	11	1	the	the	DET
brj-24227	11	2	results	result	NOUN
brj-24227	11	3	show	show	VERB
brj-24227	11	4	that	that	SCONJ
brj-24227	11	5	most	most	ADJ
brj-24227	11	6	of	of	ADP
brj-24227	11	7	the	the	DET
brj-24227	11	8	errors	error	NOUN
brj-24227	11	9	occurred	occur	VERB
brj-24227	11	10	in	in	ADP
brj-24227	11	11	the	the	DET
brj-24227	11	12	displacements	displacement	NOUN
brj-24227	11	13	.	.	PUNCT
brj-24227	12	1	furthermore	furthermore	ADV
brj-24227	12	2	,	,	PUNCT
brj-24227	12	3	the	the	DET
brj-24227	12	4	divergence	divergence	NOUN
brj-24227	12	5	between	between	ADP
brj-24227	12	6	test	test	NOUN
brj-24227	12	7	and	and	CCONJ
brj-24227	12	8	analysis	analysis	NOUN
brj-24227	12	9	results	result	NOUN
brj-24227	12	10	are	be	AUX
brj-24227	12	11	investigated	investigate	VERB
brj-24227	12	12	,	,	PUNCT
brj-24227	12	13	and	and	CCONJ
brj-24227	12	14	an	an	DET
brj-24227	12	15	approximate	approximate	ADJ
brj-24227	12	16	method	method	NOUN
brj-24227	12	17	for	for	ADP
brj-24227	12	18	calculating	calculate	VERB
brj-24227	12	19	actual	actual	ADJ
brj-24227	12	20	displacements	displacement	NOUN
brj-24227	12	21	is	be	AUX
brj-24227	12	22	proposed	propose	VERB
brj-24227	12	23	.	.	PUNCT
brj-24227	13	1	doi	doi	NOUN
brj-24227	13	2	:	:	PUNCT
brj-24227	13	3	10.15376	10.15376	NUM
brj-24227	13	4	/	/	SYM
brj-24227	13	5	biores.20.2.3587	biores.20.2.3587	NOUN
brj-24227	13	6	-	-	PUNCT
brj-24227	13	7	3603	3603	NUM
brj-24227	13	8	keywords	keyword	NOUN
brj-24227	13	9	:	:	PUNCT
brj-24227	13	10	timber	timber	NOUN
brj-24227	13	11	;	;	PUNCT
brj-24227	13	12	dowel	dowel	NOUN
brj-24227	13	13	joint	joint	NOUN
brj-24227	13	14	;	;	PUNCT
brj-24227	13	15	finite	finite	PROPN
brj-24227	13	16	element	element	NOUN
brj-24227	13	17	method	method	NOUN
brj-24227	13	18	;	;	PUNCT
brj-24227	13	19	initial	initial	ADJ
brj-24227	13	20	slip	slip	NOUN
brj-24227	13	21	;	;	PUNCT
brj-24227	13	22	semi	semi	ADJ
brj-24227	13	23	-	-	ADJ
brj-24227	13	24	rigid	rigid	ADJ
brj-24227	13	25	contact	contact	NOUN
brj-24227	13	26	information	information	NOUN
brj-24227	13	27	:	:	PUNCT
brj-24227	13	28	a	a	DET
brj-24227	13	29	:	:	PUNCT
brj-24227	13	30	department	department	NOUN
brj-24227	13	31	of	of	ADP
brj-24227	13	32	civil	civil	ADJ
brj-24227	13	33	engineering	engineering	NOUN
brj-24227	13	34	,	,	PUNCT
brj-24227	13	35	izmir	izmir	PROPN
brj-24227	13	36	university	university	PROPN
brj-24227	13	37	of	of	ADP
brj-24227	13	38	economics	economic	NOUN
brj-24227	13	39	,	,	PUNCT
brj-24227	13	40	izmir	izmir	PROPN
brj-24227	13	41	,	,	PUNCT
brj-24227	13	42	türkiye	türkiye	PROPN
brj-24227	13	43	;	;	PUNCT
brj-24227	13	44	b	b	X
brj-24227	13	45	:	:	PUNCT
brj-24227	13	46	department	department	NOUN
brj-24227	13	47	of	of	ADP
brj-24227	13	48	civil	civil	ADJ
brj-24227	13	49	engineering	engineering	NOUN
brj-24227	13	50	,	,	PUNCT
brj-24227	13	51	dokuz	dokuz	PROPN
brj-24227	13	52	eylul	eylul	PROPN
brj-24227	13	53	university	university	PROPN
brj-24227	13	54	,	,	PUNCT
brj-24227	13	55	izmir	izmir	PROPN
brj-24227	13	56	,	,	PUNCT
brj-24227	13	57	türkiye	türkiye	PROPN
brj-24227	13	58	;	;	PUNCT
brj-24227	13	59	c	c	X
brj-24227	13	60	:	:	PUNCT
brj-24227	13	61	department	department	NOUN
brj-24227	13	62	of	of	ADP
brj-24227	13	63	computer	computer	NOUN
brj-24227	13	64	science	science	NOUN
brj-24227	13	65	,	,	PUNCT
brj-24227	13	66	university	university	PROPN
brj-24227	13	67	of	of	ADP
brj-24227	13	68	york	york	PROPN
brj-24227	13	69	,	,	PUNCT
brj-24227	13	70	york	york	PROPN
brj-24227	13	71	yo10	yo10	PROPN
brj-24227	13	72	5dd	5dd	PROPN
brj-24227	13	73	,	,	PUNCT
brj-24227	13	74	united	united	ADJ
brj-24227	13	75	kingdom	kingdom	PROPN
brj-24227	13	76	;	;	PUNCT
brj-24227	13	77	*	*	PUNCT
brj-24227	13	78	corresponding	correspond	VERB
brj-24227	13	79	author	author	NOUN
brj-24227	13	80	:	:	PUNCT
brj-24227	13	81	kursat.celik@ieu.edu.tr	kursat.celik@ieu.edu.tr	PROPN
brj-24227	13	82	introduction	introduction	NOUN
brj-24227	13	83	timber	timber	NOUN
brj-24227	13	84	has	have	AUX
brj-24227	13	85	been	be	AUX
brj-24227	13	86	a	a	DET
brj-24227	13	87	choice	choice	NOUN
brj-24227	13	88	to	to	PART
brj-24227	13	89	construct	construct	VERB
brj-24227	13	90	buildings	building	NOUN
brj-24227	13	91	,	,	PUNCT
brj-24227	13	92	bridges	bridge	NOUN
brj-24227	13	93	,	,	PUNCT
brj-24227	13	94	and	and	CCONJ
brj-24227	13	95	other	other	ADJ
brj-24227	13	96	civil	civil	ADJ
brj-24227	13	97	structures	structure	NOUN
brj-24227	13	98	throughout	throughout	ADP
brj-24227	13	99	history	history	NOUN
brj-24227	13	100	.	.	PUNCT
brj-24227	14	1	it	it	PRON
brj-24227	14	2	has	have	VERB
brj-24227	14	3	high	high	ADJ
brj-24227	14	4	strength	strength	NOUN
brj-24227	14	5	relating	relate	VERB
brj-24227	14	6	to	to	ADP
brj-24227	14	7	density	density	NOUN
brj-24227	14	8	.	.	PUNCT
brj-24227	15	1	it	it	PRON
brj-24227	15	2	can	can	AUX
brj-24227	15	3	be	be	AUX
brj-24227	15	4	easily	easily	ADV
brj-24227	15	5	obtained	obtain	VERB
brj-24227	15	6	and	and	CCONJ
brj-24227	15	7	shaped	shape	VERB
brj-24227	15	8	into	into	ADP
brj-24227	15	9	desired	desire	VERB
brj-24227	15	10	forms	form	NOUN
brj-24227	15	11	.	.	PUNCT
brj-24227	16	1	it	it	PRON
brj-24227	16	2	also	also	ADV
brj-24227	16	3	is	be	AUX
brj-24227	16	4	highly	highly	ADV
brj-24227	16	5	regarded	regard	VERB
brj-24227	16	6	when	when	SCONJ
brj-24227	16	7	considering	consider	VERB
brj-24227	16	8	the	the	DET
brj-24227	16	9	environmental	environmental	ADJ
brj-24227	16	10	impacts	impact	NOUN
brj-24227	16	11	.	.	PUNCT
brj-24227	17	1	although	although	SCONJ
brj-24227	17	2	timber	timber	NOUN
brj-24227	17	3	has	have	VERB
brj-24227	17	4	many	many	ADJ
brj-24227	17	5	favourable	favourable	ADJ
brj-24227	17	6	properties	property	NOUN
brj-24227	17	7	,	,	PUNCT
brj-24227	17	8	some	some	DET
brj-24227	17	9	disadvantages	disadvantage	NOUN
brj-24227	17	10	should	should	AUX
brj-24227	17	11	be	be	AUX
brj-24227	17	12	considered	consider	VERB
brj-24227	17	13	.	.	PUNCT
brj-24227	18	1	timber	timber	NOUN
brj-24227	18	2	is	be	AUX
brj-24227	18	3	a	a	DET
brj-24227	18	4	heterogeneous	heterogeneous	ADJ
brj-24227	18	5	,	,	PUNCT
brj-24227	18	6	anisotropic	anisotropic	NOUN
brj-24227	18	7	material	material	NOUN
brj-24227	18	8	,	,	PUNCT
brj-24227	18	9	and	and	CCONJ
brj-24227	18	10	it	it	PRON
brj-24227	18	11	exhibits	exhibit	VERB
brj-24227	18	12	brittle	brittle	ADJ
brj-24227	18	13	failure	failure	NOUN
brj-24227	18	14	under	under	ADP
brj-24227	18	15	tension	tension	NOUN
brj-24227	18	16	.	.	PUNCT
brj-24227	19	1	it	it	PRON
brj-24227	19	2	shows	show	VERB
brj-24227	19	3	different	different	ADJ
brj-24227	19	4	load	load	NOUN
brj-24227	19	5	-	-	PUNCT
brj-24227	19	6	deformation	deformation	NOUN
brj-24227	19	7	behaviour	behaviour	NOUN
brj-24227	19	8	depending	depend	VERB
brj-24227	19	9	on	on	ADP
brj-24227	19	10	the	the	DET
brj-24227	19	11	loading	loading	NOUN
brj-24227	19	12	direction	direction	NOUN
brj-24227	19	13	(	(	PUNCT
brj-24227	19	14	fig	fig	NOUN
brj-24227	19	15	.	.	PUNCT
brj-24227	19	16	1	1	NUM
brj-24227	19	17	)	)	PUNCT
brj-24227	19	18	.	.	PUNCT
brj-24227	20	1	the	the	DET
brj-24227	20	2	strength	strength	NOUN
brj-24227	20	3	parameters	parameter	NOUN
brj-24227	20	4	of	of	ADP
brj-24227	20	5	timber	timber	NOUN
brj-24227	20	6	are	be	AUX
brj-24227	20	7	significantly	significantly	ADV
brj-24227	20	8	influenced	influence	VERB
brj-24227	20	9	by	by	ADP
brj-24227	20	10	climatic	climatic	ADJ
brj-24227	20	11	conditions	condition	NOUN
brj-24227	20	12	.	.	PUNCT
brj-24227	21	1	timber	timber	NOUN
brj-24227	21	2	joints	joint	NOUN
brj-24227	21	3	generally	generally	ADV
brj-24227	21	4	have	have	VERB
brj-24227	21	5	lower	low	ADJ
brj-24227	21	6	load	load	NOUN
brj-24227	21	7	-	-	PUNCT
brj-24227	21	8	bearing	bear	VERB
brj-24227	21	9	capacity	capacity	NOUN
brj-24227	21	10	compared	compare	VERB
brj-24227	21	11	to	to	ADP
brj-24227	21	12	connected	connect	VERB
brj-24227	21	13	structural	structural	ADJ
brj-24227	21	14	elements	element	NOUN
brj-24227	21	15	.	.	PUNCT
brj-24227	22	1	in	in	ADP
brj-24227	22	2	addition	addition	NOUN
brj-24227	22	3	,	,	PUNCT
brj-24227	22	4	it	it	PRON
brj-24227	22	5	is	be	AUX
brj-24227	22	6	difficult	difficult	ADJ
brj-24227	22	7	to	to	PART
brj-24227	22	8	obtain	obtain	VERB
brj-24227	22	9	a	a	DET
brj-24227	22	10	large	large	ADJ
brj-24227	22	11	cross	cross	NOUN
brj-24227	22	12	-	-	NOUN
brj-24227	22	13	section	section	NOUN
brj-24227	22	14	from	from	ADP
brj-24227	22	15	the	the	DET
brj-24227	22	16	natural	natural	ADJ
brj-24227	22	17	size	size	NOUN
brj-24227	22	18	of	of	ADP
brj-24227	22	19	a	a	DET
brj-24227	22	20	tree	tree	NOUN
brj-24227	22	21	.	.	PUNCT
brj-24227	23	1	today	today	NOUN
brj-24227	23	2	,	,	PUNCT
brj-24227	23	3	many	many	ADJ
brj-24227	23	4	disadvantages	disadvantage	NOUN
brj-24227	23	5	of	of	ADP
brj-24227	23	6	timber	timber	NOUN
brj-24227	23	7	can	can	AUX
brj-24227	23	8	be	be	AUX
brj-24227	23	9	overcome	overcome	VERB
brj-24227	23	10	by	by	ADP
brj-24227	23	11	technological	technological	ADJ
brj-24227	23	12	advances	advance	NOUN
brj-24227	23	13	such	such	ADJ
brj-24227	23	14	as	as	ADP
brj-24227	23	15	engineered	engineer	VERB
brj-24227	23	16	wood	wood	NOUN
brj-24227	23	17	products	product	NOUN
brj-24227	23	18	,	,	PUNCT
brj-24227	23	19	preservation	preservation	NOUN
brj-24227	23	20	techniques	technique	NOUN
brj-24227	23	21	,	,	PUNCT
brj-24227	23	22	etc	etc	X
brj-24227	23	23	.	.	X
brj-24227	24	1	any	any	DET
brj-24227	24	2	shape	shape	NOUN
brj-24227	24	3	and	and	CCONJ
brj-24227	24	4	section	section	NOUN
brj-24227	24	5	can	can	AUX
brj-24227	24	6	be	be	AUX
brj-24227	24	7	achieved	achieve	VERB
brj-24227	24	8	with	with	ADP
brj-24227	24	9	glued	glue	VERB
brj-24227	24	10	laminated	laminate	VERB
brj-24227	24	11	timber	timber	NOUN
brj-24227	24	12	.	.	PUNCT
brj-24227	25	1	with	with	ADP
brj-24227	25	2	advances	advance	NOUN
brj-24227	25	3	in	in	ADP
brj-24227	25	4	https://orcid.org/0000-0001-9408-7116	https://orcid.org/0000-0001-9408-7116	NOUN
brj-24227	25	5	https://orcid.org/0000-0003-0449-248x	https://orcid.org/0000-0003-0449-248x	ADP
brj-24227	25	6	https://orcid.org/0000-0002-4826-7420	https://orcid.org/0000-0002-4826-7420	ADJ
brj-24227	25	7	peer	peer	NOUN
brj-24227	25	8	-	-	PUNCT
brj-24227	25	9	reviewed	review	VERB
brj-24227	25	10	article	article	NOUN
brj-24227	25	11	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	25	12	celik	celik	VERB
brj-24227	25	13	et	et	PROPN
brj-24227	25	14	al	al	PROPN
brj-24227	25	15	.	.	PROPN
brj-24227	26	1	(	(	PUNCT
brj-24227	26	2	2025	2025	NUM
brj-24227	26	3	)	)	PUNCT
brj-24227	26	4	.	.	PUNCT
brj-24227	27	1	“	"	PUNCT
brj-24227	27	2	timber	timber	NOUN
brj-24227	27	3	structure	structure	NOUN
brj-24227	27	4	model	model	NOUN
brj-24227	27	5	options	option	NOUN
brj-24227	27	6	,	,	PUNCT
brj-24227	27	7	”	"	PUNCT
brj-24227	27	8	bioresources	bioresource	NOUN
brj-24227	27	9	20(2	20(2	NUM
brj-24227	27	10	)	)	PUNCT
brj-24227	27	11	,	,	PUNCT
brj-24227	27	12	3587	3587	NUM
brj-24227	27	13	-	-	SYM
brj-24227	27	14	3603	3603	NUM
brj-24227	27	15	.	.	PUNCT
brj-24227	28	1	3588	3588	NUM
brj-24227	28	2	wood	wood	NOUN
brj-24227	28	3	treatment	treatment	NOUN
brj-24227	28	4	,	,	PUNCT
brj-24227	28	5	it	it	PRON
brj-24227	28	6	has	have	AUX
brj-24227	28	7	become	become	VERB
brj-24227	28	8	possible	possible	ADJ
brj-24227	28	9	to	to	PART
brj-24227	28	10	achieve	achieve	VERB
brj-24227	28	11	favourable	favourable	ADJ
brj-24227	28	12	results	result	NOUN
brj-24227	28	13	for	for	ADP
brj-24227	28	14	the	the	DET
brj-24227	28	15	strength	strength	NOUN
brj-24227	28	16	and	and	CCONJ
brj-24227	28	17	durability	durability	NOUN
brj-24227	28	18	of	of	ADP
brj-24227	28	19	timber	timber	NOUN
brj-24227	28	20	members	member	NOUN
brj-24227	28	21	,	,	PUNCT
brj-24227	28	22	relative	relative	ADJ
brj-24227	28	23	to	to	ADP
brj-24227	28	24	their	their	PRON
brj-24227	28	25	use	use	NOUN
brj-24227	28	26	in	in	ADP
brj-24227	28	27	construction	construction	NOUN
brj-24227	28	28	in	in	ADP
brj-24227	28	29	this	this	DET
brj-24227	28	30	way	way	NOUN
brj-24227	28	31	,	,	PUNCT
brj-24227	28	32	timber	timber	NOUN
brj-24227	28	33	being	be	AUX
brj-24227	28	34	a	a	DET
brj-24227	28	35	traditional	traditional	ADJ
brj-24227	28	36	material	material	NOUN
brj-24227	28	37	has	have	AUX
brj-24227	28	38	become	become	VERB
brj-24227	28	39	a	a	DET
brj-24227	28	40	modern	modern	ADJ
brj-24227	28	41	constructional	constructional	ADJ
brj-24227	28	42	material	material	NOUN
brj-24227	28	43	.	.	PUNCT
brj-24227	29	1	timber	timber	NOUN
brj-24227	29	2	has	have	AUX
brj-24227	29	3	been	be	AUX
brj-24227	29	4	used	use	VERB
brj-24227	29	5	to	to	PART
brj-24227	29	6	construct	construct	VERB
brj-24227	29	7	bridges	bridge	NOUN
brj-24227	29	8	,	,	PUNCT
brj-24227	29	9	buildings	building	NOUN
brj-24227	29	10	,	,	PUNCT
brj-24227	29	11	etc	etc	X
brj-24227	29	12	.	.	X
brj-24227	29	13	,	,	PUNCT
brj-24227	29	14	since	since	SCONJ
brj-24227	29	15	the	the	DET
brj-24227	29	16	industrialization	industrialization	NOUN
brj-24227	29	17	of	of	ADP
brj-24227	29	18	timber	timber	NOUN
brj-24227	29	19	began	begin	VERB
brj-24227	29	20	in	in	ADP
brj-24227	29	21	1900s	1900	NOUN
brj-24227	29	22	with	with	ADP
brj-24227	29	23	the	the	DET
brj-24227	29	24	invention	invention	NOUN
brj-24227	29	25	of	of	ADP
brj-24227	29	26	glued	glue	VERB
brj-24227	29	27	laminated	laminate	VERB
brj-24227	29	28	timber	timber	NOUN
brj-24227	29	29	.	.	PUNCT
brj-24227	30	1	today	today	NOUN
brj-24227	30	2	’s	’s	PART
brj-24227	30	3	modern	modern	ADJ
brj-24227	30	4	timber	timber	NOUN
brj-24227	30	5	structures	structure	NOUN
brj-24227	30	6	are	be	AUX
brj-24227	30	7	generally	generally	ADV
brj-24227	30	8	constructed	construct	VERB
brj-24227	30	9	by	by	ADP
brj-24227	30	10	using	use	VERB
brj-24227	30	11	engineered	engineer	VERB
brj-24227	30	12	wood	wood	NOUN
brj-24227	30	13	products	product	NOUN
brj-24227	30	14	and	and	CCONJ
brj-24227	30	15	steel	steel	NOUN
brj-24227	30	16	connectors	connector	NOUN
brj-24227	30	17	.	.	PUNCT
brj-24227	31	1	challenging	challenge	VERB
brj-24227	31	2	projects	project	NOUN
brj-24227	31	3	have	have	AUX
brj-24227	31	4	been	be	AUX
brj-24227	31	5	installed	instal	VERB
brj-24227	31	6	all	all	ADV
brj-24227	31	7	around	around	ADP
brj-24227	31	8	the	the	DET
brj-24227	31	9	world	world	NOUN
brj-24227	31	10	.	.	PUNCT
brj-24227	32	1	two	two	NUM
brj-24227	32	2	of	of	ADP
brj-24227	32	3	the	the	DET
brj-24227	32	4	best	well	ADV
brj-24227	32	5	known	know	VERB
brj-24227	32	6	examples	example	NOUN
brj-24227	32	7	are	be	AUX
brj-24227	32	8	mjöstarnet	mjöstarnet	NOUN
brj-24227	32	9	and	and	CCONJ
brj-24227	32	10	mistissini	mistissini	PROPN
brj-24227	32	11	bridge	bridge	PROPN
brj-24227	32	12	(	(	PUNCT
brj-24227	32	13	lefebvre	lefebvre	PROPN
brj-24227	32	14	and	and	CCONJ
brj-24227	32	15	richard	richard	PROPN
brj-24227	32	16	2014	2014	NUM
brj-24227	32	17	;	;	PUNCT
brj-24227	32	18	abrahamsen	abrahamsen	NOUN
brj-24227	32	19	2017	2017	NUM
brj-24227	32	20	)	)	PUNCT
brj-24227	32	21	.	.	PUNCT
brj-24227	33	1	with	with	ADP
brj-24227	33	2	the	the	DET
brj-24227	33	3	industrialization	industrialization	NOUN
brj-24227	33	4	of	of	ADP
brj-24227	33	5	timber	timber	NOUN
brj-24227	33	6	construction	construction	NOUN
brj-24227	33	7	,	,	PUNCT
brj-24227	33	8	studies	study	NOUN
brj-24227	33	9	on	on	ADP
brj-24227	33	10	the	the	DET
brj-24227	33	11	timber	timber	NOUN
brj-24227	33	12	have	have	AUX
brj-24227	33	13	also	also	ADV
brj-24227	33	14	gained	gain	VERB
brj-24227	33	15	more	more	ADJ
brj-24227	33	16	attention	attention	NOUN
brj-24227	33	17	for	for	ADP
brj-24227	33	18	understanding	understand	VERB
brj-24227	33	19	the	the	DET
brj-24227	33	20	efficient	efficient	ADJ
brj-24227	33	21	use	use	NOUN
brj-24227	33	22	of	of	ADP
brj-24227	33	23	timber	timber	NOUN
brj-24227	33	24	in	in	ADP
brj-24227	33	25	construction	construction	NOUN
brj-24227	33	26	.	.	PUNCT
brj-24227	34	1	many	many	ADJ
brj-24227	34	2	studies	study	NOUN
brj-24227	34	3	have	have	AUX
brj-24227	34	4	been	be	AUX
brj-24227	34	5	proposed	propose	VERB
brj-24227	34	6	to	to	PART
brj-24227	34	7	improve	improve	VERB
brj-24227	34	8	strength	strength	NOUN
brj-24227	34	9	and	and	CCONJ
brj-24227	34	10	durability	durability	NOUN
brj-24227	34	11	of	of	ADP
brj-24227	34	12	timber	timber	NOUN
brj-24227	34	13	.	.	PUNCT
brj-24227	35	1	new	new	ADJ
brj-24227	35	2	construction	construction	NOUN
brj-24227	35	3	methods	method	NOUN
brj-24227	35	4	have	have	AUX
brj-24227	35	5	been	be	AUX
brj-24227	35	6	improved	improve	VERB
brj-24227	35	7	such	such	ADJ
brj-24227	35	8	as	as	ADP
brj-24227	35	9	mass	mass	NOUN
brj-24227	35	10	-	-	PUNCT
brj-24227	35	11	timber	timber	NOUN
brj-24227	35	12	and	and	CCONJ
brj-24227	35	13	timber	timber	NOUN
brj-24227	35	14	-	-	PUNCT
brj-24227	35	15	concrete	concrete	NOUN
brj-24227	35	16	composites	composite	NOUN
brj-24227	35	17	.	.	PUNCT
brj-24227	36	1	similarly	similarly	ADV
brj-24227	36	2	,	,	PUNCT
brj-24227	36	3	mechanics	mechanic	NOUN
brj-24227	36	4	of	of	ADP
brj-24227	36	5	timber	timber	NOUN
brj-24227	36	6	has	have	AUX
brj-24227	36	7	also	also	ADV
brj-24227	36	8	been	be	AUX
brj-24227	36	9	studied	study	VERB
brj-24227	36	10	by	by	ADP
brj-24227	36	11	researchers	researcher	NOUN
brj-24227	36	12	(	(	PUNCT
brj-24227	36	13	bazan	bazan	PROPN
brj-24227	36	14	1980	1980	NUM
brj-24227	36	15	;	;	PUNCT
brj-24227	36	16	buchanan	buchanan	PROPN
brj-24227	36	17	et	et	PROPN
brj-24227	36	18	al	al	PROPN
brj-24227	36	19	.	.	PROPN
brj-24227	36	20	2008	2008	NUM
brj-24227	36	21	)	)	PUNCT
brj-24227	36	22	,	,	PUNCT
brj-24227	36	23	since	since	SCONJ
brj-24227	36	24	it	it	PRON
brj-24227	36	25	is	be	AUX
brj-24227	36	26	important	important	ADJ
brj-24227	36	27	to	to	PART
brj-24227	36	28	study	study	VERB
brj-24227	36	29	the	the	DET
brj-24227	36	30	behaviour	behaviour	NOUN
brj-24227	36	31	of	of	ADP
brj-24227	36	32	a	a	DET
brj-24227	36	33	civil	civil	ADJ
brj-24227	36	34	structure	structure	NOUN
brj-24227	36	35	under	under	ADP
brj-24227	36	36	loads	load	NOUN
brj-24227	36	37	.	.	PUNCT
brj-24227	37	1	in	in	ADP
brj-24227	37	2	this	this	DET
brj-24227	37	3	scope	scope	NOUN
brj-24227	37	4	,	,	PUNCT
brj-24227	37	5	one	one	NUM
brj-24227	37	6	of	of	ADP
brj-24227	37	7	the	the	DET
brj-24227	37	8	major	major	ADJ
brj-24227	37	9	areas	area	NOUN
brj-24227	37	10	of	of	ADP
brj-24227	37	11	research	research	NOUN
brj-24227	37	12	is	be	AUX
brj-24227	37	13	the	the	DET
brj-24227	37	14	analysis	analysis	NOUN
brj-24227	37	15	of	of	ADP
brj-24227	37	16	timber	timber	NOUN
brj-24227	37	17	structures	structure	NOUN
brj-24227	37	18	.	.	PUNCT
brj-24227	38	1	to	to	PART
brj-24227	38	2	analyse	analyse	VERB
brj-24227	38	3	a	a	DET
brj-24227	38	4	structure	structure	NOUN
brj-24227	38	5	,	,	PUNCT
brj-24227	38	6	a	a	DET
brj-24227	38	7	material	material	NOUN
brj-24227	38	8	model	model	NOUN
brj-24227	38	9	,	,	PUNCT
brj-24227	38	10	joint	joint	ADJ
brj-24227	38	11	behaviour	behaviour	NOUN
brj-24227	38	12	,	,	PUNCT
brj-24227	38	13	and	and	CCONJ
brj-24227	38	14	idealisation	idealisation	NOUN
brj-24227	38	15	of	of	ADP
brj-24227	38	16	the	the	DET
brj-24227	38	17	structure	structure	NOUN
brj-24227	38	18	are	be	AUX
brj-24227	38	19	required	require	VERB
brj-24227	38	20	(	(	PUNCT
brj-24227	38	21	çankal	çankal	PROPN
brj-24227	38	22	et	et	PROPN
brj-24227	38	23	al	al	PROPN
brj-24227	38	24	.	.	PROPN
brj-24227	38	25	2023	2023	NUM
brj-24227	38	26	)	)	PUNCT
brj-24227	38	27	.	.	PUNCT
brj-24227	39	1	literature	literature	NOUN
brj-24227	39	2	knowledge	knowledge	NOUN
brj-24227	39	3	on	on	ADP
brj-24227	39	4	material	material	NOUN
brj-24227	39	5	modelling	modelling	NOUN
brj-24227	39	6	started	start	VERB
brj-24227	39	7	with	with	ADP
brj-24227	39	8	the	the	DET
brj-24227	39	9	linear	linear	ADJ
brj-24227	39	10	-	-	PUNCT
brj-24227	39	11	elastic	elastic	ADJ
brj-24227	39	12	assumption	assumption	NOUN
brj-24227	39	13	of	of	ADP
brj-24227	39	14	the	the	DET
brj-24227	39	15	timber	timber	NOUN
brj-24227	39	16	.	.	PUNCT
brj-24227	40	1	the	the	DET
brj-24227	40	2	linear	linear	ADJ
brj-24227	40	3	-	-	PUNCT
brj-24227	40	4	elastic	elastic	ADJ
brj-24227	40	5	assumption	assumption	NOUN
brj-24227	40	6	states	state	VERB
brj-24227	40	7	that	that	SCONJ
brj-24227	40	8	timber	timber	NOUN
brj-24227	40	9	shows	show	VERB
brj-24227	40	10	totally	totally	ADV
brj-24227	40	11	elastic	elastic	ADJ
brj-24227	40	12	behaviour	behaviour	NOUN
brj-24227	40	13	throughout	throughout	ADP
brj-24227	40	14	the	the	DET
brj-24227	40	15	load	load	NOUN
brj-24227	40	16	history	history	NOUN
brj-24227	40	17	,	,	PUNCT
brj-24227	40	18	with	with	ADP
brj-24227	40	19	linear	linear	ADJ
brj-24227	40	20	correlation	correlation	NOUN
brj-24227	40	21	between	between	ADP
brj-24227	40	22	stress	stress	NOUN
brj-24227	40	23	and	and	CCONJ
brj-24227	40	24	deformations	deformation	NOUN
brj-24227	40	25	(	(	PUNCT
brj-24227	40	26	buchanan	buchanan	PROPN
brj-24227	40	27	et	et	PROPN
brj-24227	40	28	al	al	PROPN
brj-24227	40	29	.	.	PROPN
brj-24227	40	30	2008	2008	NUM
brj-24227	40	31	)	)	PUNCT
brj-24227	40	32	.	.	PUNCT
brj-24227	41	1	due	due	ADP
brj-24227	41	2	to	to	ADP
brj-24227	41	3	its	its	PRON
brj-24227	41	4	simplicity	simplicity	NOUN
brj-24227	41	5	,	,	PUNCT
brj-24227	41	6	the	the	DET
brj-24227	41	7	elastic	elastic	ADJ
brj-24227	41	8	model	model	NOUN
brj-24227	41	9	is	be	AUX
brj-24227	41	10	still	still	ADV
brj-24227	41	11	widely	widely	ADV
brj-24227	41	12	used	use	VERB
brj-24227	41	13	in	in	ADP
brj-24227	41	14	design	design	NOUN
brj-24227	41	15	practice	practice	NOUN
brj-24227	41	16	;	;	PUNCT
brj-24227	41	17	however	however	ADV
brj-24227	41	18	,	,	PUNCT
brj-24227	41	19	it	it	PRON
brj-24227	41	20	does	do	AUX
brj-24227	41	21	not	not	PART
brj-24227	41	22	fully	fully	ADV
brj-24227	41	23	reflect	reflect	VERB
brj-24227	41	24	reality	reality	NOUN
brj-24227	41	25	,	,	PUNCT
brj-24227	41	26	as	as	SCONJ
brj-24227	41	27	timber	timber	NOUN
brj-24227	41	28	shows	show	VERB
brj-24227	41	29	plastic	plastic	NOUN
brj-24227	41	30	behaviour	behaviour	NOUN
brj-24227	41	31	under	under	ADP
brj-24227	41	32	compression	compression	NOUN
brj-24227	41	33	.	.	PUNCT
brj-24227	42	1	thus	thus	ADV
brj-24227	42	2	,	,	PUNCT
brj-24227	42	3	many	many	ADJ
brj-24227	42	4	studies	study	NOUN
brj-24227	42	5	have	have	AUX
brj-24227	42	6	been	be	AUX
brj-24227	42	7	proposed	propose	VERB
brj-24227	42	8	to	to	PART
brj-24227	42	9	model	model	VERB
brj-24227	42	10	timber	timber	PROPN
brj-24227	42	11	’s	’s	PART
brj-24227	42	12	plasticity	plasticity	NOUN
brj-24227	42	13	.	.	PUNCT
brj-24227	43	1	a	a	DET
brj-24227	43	2	well	well	ADV
brj-24227	43	3	-	-	PUNCT
brj-24227	43	4	known	know	VERB
brj-24227	43	5	example	example	NOUN
brj-24227	43	6	of	of	ADP
brj-24227	43	7	this	this	PRON
brj-24227	43	8	is	be	AUX
brj-24227	43	9	the	the	DET
brj-24227	43	10	elasticperfectly	elasticperfectly	ADV
brj-24227	43	11	plastic	plastic	ADJ
brj-24227	43	12	model	model	NOUN
brj-24227	43	13	(	(	PUNCT
brj-24227	43	14	eurocode	eurocode	VERB
brj-24227	43	15	5	5	NUM
brj-24227	43	16	2004	2004	NUM
brj-24227	43	17	)	)	PUNCT
brj-24227	43	18	.	.	PUNCT
brj-24227	44	1	in	in	ADP
brj-24227	44	2	this	this	DET
brj-24227	44	3	model	model	NOUN
brj-24227	44	4	,	,	PUNCT
brj-24227	44	5	the	the	DET
brj-24227	44	6	stress	stress	NOUN
brj-24227	44	7	-	-	PUNCT
brj-24227	44	8	strain	strain	NOUN
brj-24227	44	9	relationship	relationship	NOUN
brj-24227	44	10	is	be	AUX
brj-24227	44	11	modelled	model	VERB
brj-24227	44	12	in	in	ADP
brj-24227	44	13	two	two	NUM
brj-24227	44	14	parts	part	NOUN
brj-24227	44	15	.	.	PUNCT
brj-24227	45	1	first	first	ADV
brj-24227	45	2	,	,	PUNCT
brj-24227	45	3	timber	timber	NOUN
brj-24227	45	4	shows	show	VERB
brj-24227	45	5	linear	linear	ADJ
brj-24227	45	6	elastic	elastic	ADJ
brj-24227	45	7	behaviour	behaviour	NOUN
brj-24227	45	8	up	up	ADP
brj-24227	45	9	to	to	ADP
brj-24227	45	10	specific	specific	ADJ
brj-24227	45	11	stress	stress	NOUN
brj-24227	45	12	.	.	PUNCT
brj-24227	46	1	beyond	beyond	ADP
brj-24227	46	2	this	this	DET
brj-24227	46	3	point	point	NOUN
brj-24227	46	4	,	,	PUNCT
brj-24227	46	5	the	the	DET
brj-24227	46	6	material	material	NOUN
brj-24227	46	7	is	be	AUX
brj-24227	46	8	unable	unable	ADJ
brj-24227	46	9	to	to	PART
brj-24227	46	10	withstand	withstand	VERB
brj-24227	46	11	further	further	ADJ
brj-24227	46	12	stress	stress	NOUN
brj-24227	46	13	and	and	CCONJ
brj-24227	46	14	deforms	deform	VERB
brj-24227	46	15	severely	severely	ADV
brj-24227	46	16	under	under	ADP
brj-24227	46	17	the	the	DET
brj-24227	46	18	same	same	ADJ
brj-24227	46	19	stress	stress	NOUN
brj-24227	46	20	.	.	PUNCT
brj-24227	47	1	strain	strain	VERB
brj-24227	47	2	hardening	harden	VERB
brj-24227	47	3	or	or	CCONJ
brj-24227	47	4	softening	soften	VERB
brj-24227	47	5	effects	effect	NOUN
brj-24227	47	6	can	can	AUX
brj-24227	47	7	also	also	ADV
brj-24227	47	8	be	be	AUX
brj-24227	47	9	included	include	VERB
brj-24227	47	10	,	,	PUNCT
brj-24227	47	11	especially	especially	ADV
brj-24227	47	12	where	where	SCONJ
brj-24227	47	13	local	local	ADJ
brj-24227	47	14	behaviour	behaviour	NOUN
brj-24227	47	15	is	be	AUX
brj-24227	47	16	important	important	ADJ
brj-24227	47	17	,	,	PUNCT
brj-24227	47	18	such	such	ADJ
brj-24227	47	19	as	as	ADP
brj-24227	47	20	timber	timber	NOUN
brj-24227	47	21	-	-	PUNCT
brj-24227	47	22	steel	steel	NOUN
brj-24227	47	23	or	or	CCONJ
brj-24227	47	24	timber	timber	NOUN
brj-24227	47	25	-	-	PUNCT
brj-24227	47	26	concrete	concrete	ADJ
brj-24227	47	27	joints	joint	NOUN
brj-24227	47	28	(	(	PUNCT
brj-24227	47	29	dias	dias	PROPN
brj-24227	47	30	et	et	PROPN
brj-24227	47	31	al	al	PROPN
brj-24227	47	32	.	.	PROPN
brj-24227	47	33	2007	2007	NUM
brj-24227	47	34	;	;	PUNCT
brj-24227	47	35	awaludin	awaludin	VERB
brj-24227	47	36	et	et	PROPN
brj-24227	47	37	al	al	PROPN
brj-24227	47	38	.	.	PROPN
brj-24227	47	39	2012	2012	NUM
brj-24227	47	40	)	)	PUNCT
brj-24227	47	41	.	.	PUNCT
brj-24227	48	1	fig	fig	NOUN
brj-24227	48	2	.	.	PUNCT
brj-24227	49	1	1	1	NUM
brj-24227	49	2	.	.	X
brj-24227	49	3	load	load	NOUN
brj-24227	49	4	-	-	PUNCT
brj-24227	49	5	deformation	deformation	NOUN
brj-24227	49	6	behaviour	behaviour	NOUN
brj-24227	49	7	of	of	ADP
brj-24227	49	8	timber	timber	NOUN
brj-24227	49	9	in	in	ADP
brj-24227	49	10	different	different	ADJ
brj-24227	49	11	load	load	NOUN
brj-24227	49	12	directions	direction	NOUN
brj-24227	49	13	and	and	CCONJ
brj-24227	49	14	the	the	DET
brj-24227	49	15	symmetric	symmetric	ADJ
brj-24227	49	16	orthotropic	orthotropic	ADJ
brj-24227	49	17	idealization	idealization	NOUN
brj-24227	49	18	of	of	ADP
brj-24227	49	19	timber	timber	NOUN
brj-24227	49	20	peer	peer	NOUN
brj-24227	49	21	-	-	PUNCT
brj-24227	49	22	reviewed	review	VERB
brj-24227	49	23	article	article	NOUN
brj-24227	49	24	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	49	25	celik	celik	VERB
brj-24227	49	26	et	et	PROPN
brj-24227	49	27	al	al	PROPN
brj-24227	49	28	.	.	PROPN
brj-24227	50	1	(	(	PUNCT
brj-24227	50	2	2025	2025	NUM
brj-24227	50	3	)	)	PUNCT
brj-24227	50	4	.	.	PUNCT
brj-24227	51	1	“	"	PUNCT
brj-24227	51	2	timber	timber	NOUN
brj-24227	51	3	structure	structure	NOUN
brj-24227	51	4	model	model	NOUN
brj-24227	51	5	options	option	NOUN
brj-24227	51	6	,	,	PUNCT
brj-24227	51	7	”	"	PUNCT
brj-24227	51	8	bioresources	bioresource	NOUN
brj-24227	51	9	20(2	20(2	NUM
brj-24227	51	10	)	)	PUNCT
brj-24227	51	11	,	,	PUNCT
brj-24227	51	12	3587	3587	NUM
brj-24227	51	13	-	-	SYM
brj-24227	51	14	3603	3603	NUM
brj-24227	51	15	.	.	PUNCT
brj-24227	51	16	3589	3589	NUM
brj-24227	51	17	because	because	SCONJ
brj-24227	51	18	the	the	DET
brj-24227	51	19	strength	strength	NOUN
brj-24227	51	20	parameters	parameter	NOUN
brj-24227	51	21	of	of	ADP
brj-24227	51	22	timber	timber	NOUN
brj-24227	51	23	are	be	AUX
brj-24227	51	24	highly	highly	ADV
brj-24227	51	25	dependent	dependent	ADJ
brj-24227	51	26	on	on	ADP
brj-24227	51	27	the	the	DET
brj-24227	51	28	source	source	NOUN
brj-24227	51	29	tree	tree	NOUN
brj-24227	51	30	and	and	CCONJ
brj-24227	51	31	the	the	DET
brj-24227	51	32	environment	environment	NOUN
brj-24227	51	33	,	,	PUNCT
brj-24227	51	34	empirical	empirical	ADJ
brj-24227	51	35	models	model	NOUN
brj-24227	51	36	are	be	AUX
brj-24227	51	37	also	also	ADV
brj-24227	51	38	favoured	favour	VERB
brj-24227	51	39	in	in	ADP
brj-24227	51	40	the	the	DET
brj-24227	51	41	literature	literature	NOUN
brj-24227	51	42	.	.	PUNCT
brj-24227	52	1	many	many	ADJ
brj-24227	52	2	studies	study	NOUN
brj-24227	52	3	have	have	AUX
brj-24227	52	4	been	be	AUX
brj-24227	52	5	reported	report	VERB
brj-24227	52	6	such	such	ADJ
brj-24227	52	7	as	as	ADP
brj-24227	52	8	those	those	PRON
brj-24227	52	9	of	of	ADP
brj-24227	52	10	bazan	bazan	PROPN
brj-24227	52	11	(	(	PUNCT
brj-24227	52	12	1980	1980	NUM
brj-24227	52	13	)	)	PUNCT
brj-24227	52	14	,	,	PUNCT
brj-24227	52	15	zakic	zakic	NOUN
brj-24227	52	16	(	(	PUNCT
brj-24227	52	17	2003	2003	NUM
brj-24227	52	18	)	)	PUNCT
brj-24227	52	19	,	,	PUNCT
brj-24227	52	20	and	and	CCONJ
brj-24227	52	21	moe	moe	NOUN
brj-24227	52	22	(	(	PUNCT
brj-24227	52	23	1961	1961	NUM
brj-24227	52	24	)	)	PUNCT
brj-24227	52	25	.	.	PUNCT
brj-24227	53	1	although	although	SCONJ
brj-24227	53	2	it	it	PRON
brj-24227	53	3	is	be	AUX
brj-24227	53	4	the	the	DET
brj-24227	53	5	most	most	ADV
brj-24227	53	6	realistic	realistic	ADJ
brj-24227	53	7	method	method	NOUN
brj-24227	53	8	,	,	PUNCT
brj-24227	53	9	the	the	DET
brj-24227	53	10	availability	availability	NOUN
brj-24227	53	11	of	of	ADP
brj-24227	53	12	empirical	empirical	ADJ
brj-24227	53	13	models	model	NOUN
brj-24227	53	14	is	be	AUX
brj-24227	53	15	limited	limit	VERB
brj-24227	53	16	by	by	ADP
brj-24227	53	17	test	test	NOUN
brj-24227	53	18	data	datum	NOUN
brj-24227	53	19	.	.	PUNCT
brj-24227	54	1	thus	thus	ADV
brj-24227	54	2	,	,	PUNCT
brj-24227	54	3	when	when	SCONJ
brj-24227	54	4	considering	consider	VERB
brj-24227	54	5	a	a	DET
brj-24227	54	6	wood	wood	NOUN
brj-24227	54	7	material	material	NOUN
brj-24227	54	8	for	for	ADP
brj-24227	54	9	which	which	PRON
brj-24227	54	10	reliable	reliable	ADJ
brj-24227	54	11	data	datum	NOUN
brj-24227	54	12	do	do	AUX
brj-24227	54	13	n’t	not	PART
brj-24227	54	14	yet	yet	ADV
brj-24227	54	15	exist	exist	VERB
brj-24227	54	16	,	,	PUNCT
brj-24227	54	17	a	a	DET
brj-24227	54	18	more	more	ADV
brj-24227	54	19	specific	specific	ADJ
brj-24227	54	20	model	model	NOUN
brj-24227	54	21	may	may	AUX
brj-24227	54	22	be	be	AUX
brj-24227	54	23	required	require	VERB
brj-24227	54	24	.	.	PUNCT
brj-24227	55	1	this	this	PRON
brj-24227	55	2	can	can	AUX
brj-24227	55	3	be	be	AUX
brj-24227	55	4	achieved	achieve	VERB
brj-24227	55	5	by	by	ADP
brj-24227	55	6	incorporating	incorporate	VERB
brj-24227	55	7	failure	failure	NOUN
brj-24227	55	8	criteria	criterion	NOUN
brj-24227	55	9	.	.	PUNCT
brj-24227	56	1	failure	failure	NOUN
brj-24227	56	2	criteria	criterion	NOUN
brj-24227	56	3	can	can	AUX
brj-24227	56	4	be	be	AUX
brj-24227	56	5	defined	define	VERB
brj-24227	56	6	as	as	ADP
brj-24227	56	7	a	a	DET
brj-24227	56	8	stress	stress	NOUN
brj-24227	56	9	state	state	NOUN
brj-24227	56	10	equation	equation	NOUN
brj-24227	56	11	that	that	PRON
brj-24227	56	12	describes	describe	VERB
brj-24227	56	13	the	the	DET
brj-24227	56	14	failure	failure	NOUN
brj-24227	56	15	limit	limit	NOUN
brj-24227	56	16	of	of	ADP
brj-24227	56	17	a	a	DET
brj-24227	56	18	material	material	NOUN
brj-24227	56	19	.	.	PUNCT
brj-24227	57	1	because	because	SCONJ
brj-24227	57	2	of	of	ADP
brj-24227	57	3	the	the	DET
brj-24227	57	4	wood	wood	NOUN
brj-24227	57	5	is	be	AUX
brj-24227	57	6	anisotropic	anisotropic	NOUN
brj-24227	57	7	,	,	PUNCT
brj-24227	57	8	anisotropic	anisotropic	NOUN
brj-24227	57	9	failure	failure	NOUN
brj-24227	57	10	criteria	criterion	NOUN
brj-24227	57	11	such	such	ADJ
brj-24227	57	12	as	as	ADP
brj-24227	57	13	tsai	tsai	PROPN
brj-24227	57	14	and	and	CCONJ
brj-24227	57	15	wu	wu	PROPN
brj-24227	57	16	(	(	PUNCT
brj-24227	57	17	1971	1971	NUM
brj-24227	57	18	)	)	PUNCT
brj-24227	57	19	,	,	PUNCT
brj-24227	57	20	hashin	hashin	NOUN
brj-24227	57	21	(	(	PUNCT
brj-24227	57	22	1981	1981	NUM
brj-24227	57	23	)	)	PUNCT
brj-24227	57	24	and	and	CCONJ
brj-24227	57	25	hill	hill	NOUN
brj-24227	57	26	(	(	PUNCT
brj-24227	57	27	1998	1998	NUM
brj-24227	57	28	)	)	PUNCT
brj-24227	57	29	are	be	AUX
brj-24227	57	30	widely	widely	ADV
brj-24227	57	31	used	use	VERB
brj-24227	57	32	.	.	PUNCT
brj-24227	58	1	in	in	ADP
brj-24227	58	2	general	general	ADJ
brj-24227	58	3	,	,	PUNCT
brj-24227	58	4	the	the	DET
brj-24227	58	5	hill	hill	NOUN
brj-24227	58	6	criterion	criterion	NOUN
brj-24227	58	7	has	have	AUX
brj-24227	58	8	shown	show	VERB
brj-24227	58	9	good	good	ADJ
brj-24227	58	10	correlation	correlation	NOUN
brj-24227	58	11	in	in	ADP
brj-24227	58	12	many	many	ADJ
brj-24227	58	13	studies	study	NOUN
brj-24227	58	14	(	(	PUNCT
brj-24227	58	15	xu	xu	INTJ
brj-24227	58	16	et	et	PROPN
brj-24227	58	17	al	al	PROPN
brj-24227	58	18	.	.	PROPN
brj-24227	58	19	2009	2009	NUM
brj-24227	58	20	)	)	PUNCT
brj-24227	58	21	.	.	PUNCT
brj-24227	59	1	another	another	DET
brj-24227	59	2	major	major	ADJ
brj-24227	59	3	problem	problem	NOUN
brj-24227	59	4	is	be	AUX
brj-24227	59	5	how	how	SCONJ
brj-24227	59	6	to	to	PART
brj-24227	59	7	idealise	idealise	VERB
brj-24227	59	8	timber	timber	NOUN
brj-24227	59	9	structures	structure	NOUN
brj-24227	59	10	.	.	PUNCT
brj-24227	60	1	today	today	NOUN
brj-24227	60	2	,	,	PUNCT
brj-24227	60	3	many	many	ADJ
brj-24227	60	4	structural	structural	ADJ
brj-24227	60	5	elements	element	NOUN
brj-24227	60	6	can	can	AUX
brj-24227	60	7	be	be	AUX
brj-24227	60	8	constructed	construct	VERB
brj-24227	60	9	with	with	ADP
brj-24227	60	10	timber	timber	NOUN
brj-24227	60	11	,	,	PUNCT
brj-24227	60	12	such	such	ADJ
brj-24227	60	13	as	as	ADP
brj-24227	60	14	shear	shear	NOUN
brj-24227	60	15	walls	wall	NOUN
brj-24227	60	16	,	,	PUNCT
brj-24227	60	17	trusses	truss	NOUN
brj-24227	60	18	,	,	PUNCT
brj-24227	60	19	columns	column	NOUN
brj-24227	60	20	or	or	CCONJ
brj-24227	60	21	beams	beam	NOUN
brj-24227	60	22	,	,	PUNCT
brj-24227	60	23	braces	brace	NOUN
brj-24227	60	24	,	,	PUNCT
brj-24227	60	25	etc	etc	X
brj-24227	60	26	.	.	X
brj-24227	60	27	in	in	ADP
brj-24227	60	28	general	general	ADJ
brj-24227	60	29	,	,	PUNCT
brj-24227	60	30	structures	structure	NOUN
brj-24227	60	31	are	be	AUX
brj-24227	60	32	idealised	idealise	VERB
brj-24227	60	33	by	by	ADP
brj-24227	60	34	their	their	PRON
brj-24227	60	35	shape	shape	NOUN
brj-24227	60	36	such	such	ADJ
brj-24227	60	37	as	as	ADP
brj-24227	60	38	frame	frame	NOUN
brj-24227	60	39	for	for	ADP
brj-24227	60	40	beamcolumn	beamcolumn	NOUN
brj-24227	60	41	,	,	PUNCT
brj-24227	60	42	plane	plane	NOUN
brj-24227	60	43	for	for	ADP
brj-24227	60	44	slabs	slab	NOUN
brj-24227	60	45	and	and	CCONJ
brj-24227	60	46	walls	wall	NOUN
brj-24227	60	47	,	,	PUNCT
brj-24227	60	48	truss	truss	NOUN
brj-24227	60	49	for	for	ADP
brj-24227	60	50	tension	tension	NOUN
brj-24227	60	51	or	or	CCONJ
brj-24227	60	52	compression	compression	NOUN
brj-24227	60	53	bars	bar	NOUN
brj-24227	60	54	,	,	PUNCT
brj-24227	60	55	etc	etc	X
brj-24227	60	56	.	.	X
brj-24227	60	57	,	,	PUNCT
brj-24227	60	58	with	with	ADP
brj-24227	60	59	respect	respect	NOUN
brj-24227	60	60	to	to	ADP
brj-24227	60	61	stress	stress	NOUN
brj-24227	60	62	state	state	NOUN
brj-24227	60	63	of	of	ADP
brj-24227	60	64	the	the	DET
brj-24227	60	65	considered	consider	VERB
brj-24227	60	66	problem	problem	NOUN
brj-24227	60	67	.	.	PUNCT
brj-24227	61	1	this	this	PRON
brj-24227	61	2	is	be	AUX
brj-24227	61	3	more	more	ADV
brj-24227	61	4	important	important	ADJ
brj-24227	61	5	when	when	SCONJ
brj-24227	61	6	the	the	DET
brj-24227	61	7	local	local	ADJ
brj-24227	61	8	behaviour	behaviour	NOUN
brj-24227	61	9	is	be	AUX
brj-24227	61	10	strongly	strongly	ADV
brj-24227	61	11	influenced	influence	VERB
brj-24227	61	12	by	by	ADP
brj-24227	61	13	the	the	DET
brj-24227	61	14	system	system	NOUN
brj-24227	61	15	behaviour	behaviour	NOUN
brj-24227	61	16	.	.	PUNCT
brj-24227	62	1	khelifa	khelifa	PROPN
brj-24227	62	2	et	et	PROPN
brj-24227	62	3	al	al	PROPN
brj-24227	62	4	.	.	PUNCT
brj-24227	63	1	(	(	PUNCT
brj-24227	63	2	2016	2016	NUM
brj-24227	63	3	)	)	PUNCT
brj-24227	63	4	showed	show	VERB
brj-24227	63	5	that	that	DET
brj-24227	63	6	complex	complex	ADJ
brj-24227	63	7	material	material	NOUN
brj-24227	63	8	modelling	modelling	NOUN
brj-24227	63	9	,	,	PUNCT
brj-24227	63	10	such	such	ADJ
brj-24227	63	11	as	as	ADP
brj-24227	63	12	plastic	plastic	ADJ
brj-24227	63	13	models	model	NOUN
brj-24227	63	14	,	,	PUNCT
brj-24227	63	15	is	be	AUX
brj-24227	63	16	not	not	PART
brj-24227	63	17	sufficient	sufficient	ADJ
brj-24227	63	18	for	for	ADP
brj-24227	63	19	efficient	efficient	ADJ
brj-24227	63	20	analysis	analysis	NOUN
brj-24227	63	21	;	;	PUNCT
brj-24227	63	22	finite	finite	PROPN
brj-24227	63	23	element	element	NOUN
brj-24227	63	24	models	model	NOUN
brj-24227	63	25	are	be	AUX
brj-24227	63	26	also	also	ADV
brj-24227	63	27	extremely	extremely	ADV
brj-24227	63	28	effective	effective	ADJ
brj-24227	63	29	.	.	PUNCT
brj-24227	64	1	studies	study	NOUN
brj-24227	64	2	are	be	AUX
brj-24227	64	3	now	now	ADV
brj-24227	64	4	focusing	focus	VERB
brj-24227	64	5	more	more	ADV
brj-24227	64	6	on	on	ADP
brj-24227	64	7	local	local	ADJ
brj-24227	64	8	effects	effect	NOUN
brj-24227	64	9	such	such	ADJ
brj-24227	64	10	as	as	ADP
brj-24227	64	11	connections	connection	NOUN
brj-24227	64	12	,	,	PUNCT
brj-24227	64	13	grain	grain	NOUN
brj-24227	64	14	distortion	distortion	NOUN
brj-24227	64	15	,	,	PUNCT
brj-24227	64	16	knots	knot	NOUN
brj-24227	64	17	,	,	PUNCT
brj-24227	64	18	etc	etc	X
brj-24227	64	19	.	.	X
brj-24227	65	1	(	(	PUNCT
brj-24227	65	2	bano	bano	PROPN
brj-24227	65	3	et	et	PROPN
brj-24227	65	4	al	al	PROPN
brj-24227	65	5	.	.	PROPN
brj-24227	65	6	2013	2013	NUM
brj-24227	65	7	)	)	PUNCT
brj-24227	65	8	.	.	PUNCT
brj-24227	66	1	connections	connection	NOUN
brj-24227	66	2	have	have	VERB
brj-24227	66	3	a	a	DET
brj-24227	66	4	strong	strong	ADJ
brj-24227	66	5	effect	effect	NOUN
brj-24227	66	6	on	on	ADP
brj-24227	66	7	structural	structural	ADJ
brj-24227	66	8	behaviour	behaviour	NOUN
brj-24227	66	9	.	.	PUNCT
brj-24227	67	1	as	as	ADV
brj-24227	67	2	well	well	ADV
brj-24227	67	3	as	as	ADP
brj-24227	67	4	being	be	AUX
brj-24227	67	5	a	a	DET
brj-24227	67	6	loadbearing	loadbearing	NOUN
brj-24227	67	7	element	element	NOUN
brj-24227	67	8	,	,	PUNCT
brj-24227	67	9	connection	connection	NOUN
brj-24227	67	10	properties	property	NOUN
brj-24227	67	11	affect	affect	VERB
brj-24227	67	12	elemental	elemental	ADJ
brj-24227	67	13	and	and	CCONJ
brj-24227	67	14	global	global	ADJ
brj-24227	67	15	load	load	NOUN
brj-24227	67	16	-	-	PUNCT
brj-24227	67	17	displacement	displacement	NOUN
brj-24227	67	18	properties	property	NOUN
brj-24227	67	19	of	of	ADP
brj-24227	67	20	a	a	DET
brj-24227	67	21	structure	structure	NOUN
brj-24227	67	22	.	.	PUNCT
brj-24227	68	1	in	in	ADP
brj-24227	68	2	general	general	ADJ
brj-24227	68	3	,	,	PUNCT
brj-24227	68	4	joints	joint	NOUN
brj-24227	68	5	are	be	AUX
brj-24227	68	6	assumed	assume	VERB
brj-24227	68	7	to	to	PART
brj-24227	68	8	be	be	AUX
brj-24227	68	9	perfectly	perfectly	ADV
brj-24227	68	10	hinged	hinge	VERB
brj-24227	68	11	or	or	CCONJ
brj-24227	68	12	rigid	rigid	ADJ
brj-24227	68	13	in	in	ADP
brj-24227	68	14	practice	practice	NOUN
brj-24227	68	15	.	.	PUNCT
brj-24227	69	1	models	model	NOUN
brj-24227	69	2	based	base	VERB
brj-24227	69	3	on	on	ADP
brj-24227	69	4	hinged	hinge	VERB
brj-24227	69	5	joints	joint	NOUN
brj-24227	69	6	assume	assume	VERB
brj-24227	69	7	that	that	SCONJ
brj-24227	69	8	the	the	DET
brj-24227	69	9	connection	connection	NOUN
brj-24227	69	10	being	be	AUX
brj-24227	69	11	considered	consider	VERB
brj-24227	69	12	will	will	AUX
brj-24227	69	13	be	be	AUX
brj-24227	69	14	rotate	rotate	VERB
brj-24227	69	15	without	without	ADP
brj-24227	69	16	showing	show	VERB
brj-24227	69	17	any	any	DET
brj-24227	69	18	stiffness	stiffness	NOUN
brj-24227	69	19	and	and	CCONJ
brj-24227	69	20	thus	thus	ADV
brj-24227	69	21	can	can	AUX
brj-24227	69	22	not	not	PART
brj-24227	69	23	bear	bear	VERB
brj-24227	69	24	any	any	DET
brj-24227	69	25	moment	moment	NOUN
brj-24227	69	26	.	.	PUNCT
brj-24227	70	1	the	the	DET
brj-24227	70	2	rigid	rigid	ADJ
brj-24227	70	3	assumption	assumption	NOUN
brj-24227	70	4	states	state	NOUN
brj-24227	70	5	that	that	SCONJ
brj-24227	70	6	connections	connection	NOUN
brj-24227	70	7	will	will	AUX
brj-24227	70	8	withstand	withstand	VERB
brj-24227	70	9	moments	moment	NOUN
brj-24227	70	10	without	without	ADP
brj-24227	70	11	rotation	rotation	NOUN
brj-24227	70	12	.	.	PUNCT
brj-24227	71	1	however	however	ADV
brj-24227	71	2	,	,	PUNCT
brj-24227	71	3	this	this	PRON
brj-24227	71	4	is	be	AUX
brj-24227	71	5	not	not	PART
brj-24227	71	6	the	the	DET
brj-24227	71	7	case	case	NOUN
brj-24227	71	8	in	in	ADP
brj-24227	71	9	practice	practice	NOUN
brj-24227	71	10	(	(	PUNCT
brj-24227	71	11	fig	fig	NOUN
brj-24227	71	12	.	.	PUNCT
brj-24227	72	1	2	2	NUM
brj-24227	72	2	)	)	PUNCT
brj-24227	72	3	.	.	PUNCT
brj-24227	73	1	fig	fig	NOUN
brj-24227	73	2	.	.	PUNCT
brj-24227	74	1	2	2	NUM
brj-24227	74	2	.	.	X
brj-24227	74	3	moment	moment	NOUN
brj-24227	74	4	-	-	PUNCT
brj-24227	74	5	rotation	rotation	NOUN
brj-24227	74	6	relationship	relationship	NOUN
brj-24227	74	7	of	of	ADP
brj-24227	74	8	rigid	rigid	ADJ
brj-24227	74	9	,	,	PUNCT
brj-24227	74	10	hinged	hinge	VERB
brj-24227	74	11	and	and	CCONJ
brj-24227	74	12	semi	semi	ADJ
brj-24227	74	13	-	-	ADJ
brj-24227	74	14	rigid	rigid	ADJ
brj-24227	74	15	connections	connection	NOUN
brj-24227	74	16	in	in	ADP
brj-24227	74	17	real	real	ADJ
brj-24227	74	18	applications	application	NOUN
brj-24227	74	19	,	,	PUNCT
brj-24227	74	20	connections	connection	NOUN
brj-24227	74	21	rotate	rotate	VERB
brj-24227	74	22	under	under	ADP
brj-24227	74	23	load	load	NOUN
brj-24227	74	24	while	while	SCONJ
brj-24227	74	25	bearing	bear	VERB
brj-24227	74	26	moments	moment	NOUN
brj-24227	74	27	.	.	PUNCT
brj-24227	75	1	this	this	PRON
brj-24227	75	2	is	be	AUX
brj-24227	75	3	commonly	commonly	ADV
brj-24227	75	4	named	name	VERB
brj-24227	75	5	as	as	ADP
brj-24227	75	6	semi	semi	ADJ
brj-24227	75	7	-	-	ADJ
brj-24227	75	8	rigid	rigid	ADJ
brj-24227	75	9	and	and	CCONJ
brj-24227	75	10	has	have	AUX
brj-24227	75	11	been	be	AUX
brj-24227	75	12	widely	widely	ADV
brj-24227	75	13	studied	study	VERB
brj-24227	75	14	,	,	PUNCT
brj-24227	75	15	particularly	particularly	ADV
brj-24227	75	16	in	in	ADP
brj-24227	75	17	steel	steel	NOUN
brj-24227	75	18	construction	construction	NOUN
brj-24227	75	19	(	(	PUNCT
brj-24227	75	20	celik	celik	VERB
brj-24227	75	21	and	and	CCONJ
brj-24227	75	22	sakar	sakar	NOUN
brj-24227	75	23	2022	2022	NUM
brj-24227	75	24	)	)	PUNCT
brj-24227	75	25	.	.	PUNCT
brj-24227	76	1	the	the	DET
brj-24227	76	2	behaviour	behaviour	NOUN
brj-24227	76	3	of	of	ADP
brj-24227	76	4	the	the	DET
brj-24227	76	5	connection	connection	NOUN
brj-24227	76	6	should	should	AUX
brj-24227	76	7	be	be	AUX
brj-24227	76	8	considered	consider	VERB
brj-24227	76	9	in	in	ADP
brj-24227	76	10	the	the	DET
brj-24227	76	11	analysis	analysis	NOUN
brj-24227	76	12	because	because	SCONJ
brj-24227	76	13	the	the	DET
brj-24227	76	14	stiffness	stiffness	NOUN
brj-24227	76	15	of	of	ADP
brj-24227	76	16	the	the	DET
brj-24227	76	17	connection	connection	NOUN
brj-24227	76	18	also	also	ADV
brj-24227	76	19	affects	affect	VERB
brj-24227	76	20	the	the	DET
brj-24227	76	21	stiffness	stiffness	NOUN
brj-24227	76	22	of	of	ADP
brj-24227	76	23	the	the	DET
brj-24227	76	24	structure	structure	NOUN
brj-24227	76	25	.	.	PUNCT
brj-24227	77	1	some	some	DET
brj-24227	77	2	studies	study	NOUN
brj-24227	77	3	have	have	AUX
brj-24227	77	4	been	be	AUX
brj-24227	77	5	reported	report	VERB
brj-24227	77	6	on	on	ADP
brj-24227	77	7	this	this	DET
brj-24227	77	8	subject	subject	NOUN
brj-24227	77	9	.	.	PUNCT
brj-24227	78	1	connection	connection	NOUN
brj-24227	78	2	behaviour	behaviour	NOUN
brj-24227	78	3	is	be	AUX
brj-24227	78	4	generally	generally	ADV
brj-24227	78	5	defined	define	VERB
brj-24227	78	6	by	by	ADP
brj-24227	78	7	the	the	DET
brj-24227	78	8	load	load	NOUN
brj-24227	78	9	-	-	PUNCT
brj-24227	78	10	deformation	deformation	NOUN
brj-24227	78	11	relationship	relationship	NOUN
brj-24227	78	12	,	,	PUNCT
brj-24227	78	13	which	which	PRON
brj-24227	78	14	can	can	AUX
brj-24227	78	15	be	be	AUX
brj-24227	78	16	captured	capture	VERB
brj-24227	78	17	with	with	ADP
brj-24227	78	18	empirical	empirical	ADJ
brj-24227	78	19	,	,	PUNCT
brj-24227	78	20	analytical	analytical	ADJ
brj-24227	78	21	,	,	PUNCT
brj-24227	78	22	or	or	CCONJ
brj-24227	78	23	numerical	numerical	ADJ
brj-24227	78	24	approaches	approach	NOUN
brj-24227	78	25	.	.	PUNCT
brj-24227	79	1	cao	cao	PROPN
brj-24227	79	2	et	et	PROPN
brj-24227	79	3	al	al	PROPN
brj-24227	79	4	.	.	PROPN
brj-24227	80	1	(	(	PUNCT
brj-24227	80	2	2019	2019	NUM
brj-24227	80	3	)	)	PUNCT
brj-24227	80	4	used	use	VERB
brj-24227	80	5	bayesian	bayesian	NOUN
brj-24227	80	6	method	method	NOUN
brj-24227	80	7	to	to	PART
brj-24227	80	8	model	model	VERB
brj-24227	80	9	clt	clt	PROPN
brj-24227	80	10	wall	wall	PROPN
brj-24227	80	11	-	-	PUNCT
brj-24227	80	12	slab	slab	NOUN
brj-24227	80	13	connectors	connector	NOUN
brj-24227	80	14	.	.	PUNCT
brj-24227	81	1	nonlinear	nonlinear	ADJ
brj-24227	81	2	regression	regression	NOUN
brj-24227	81	3	was	be	AUX
brj-24227	81	4	employed	employ	VERB
brj-24227	81	5	by	by	ADP
brj-24227	81	6	hassanieh	hassanieh	PROPN
brj-24227	81	7	et	et	PROPN
brj-24227	81	8	al	al	PROPN
brj-24227	81	9	.	.	PROPN
brj-24227	82	1	(	(	PUNCT
brj-24227	82	2	2017	2017	NUM
brj-24227	82	3	)	)	PUNCT
brj-24227	82	4	for	for	ADP
brj-24227	82	5	timber	timber	NOUN
brj-24227	82	6	slab	slab	NOUN
brj-24227	82	7	to	to	ADP
brj-24227	82	8	steel	steel	NOUN
brj-24227	82	9	beam	beam	NOUN
brj-24227	82	10	connections	connection	NOUN
brj-24227	82	11	.	.	PUNCT
brj-24227	83	1	wanninger	wanning	ADJ
brj-24227	83	2	and	and	CCONJ
brj-24227	83	3	frangi	frangi	NOUN
brj-24227	83	4	(	(	PUNCT
brj-24227	83	5	2016	2016	NUM
brj-24227	83	6	)	)	PUNCT
brj-24227	83	7	used	use	VERB
brj-24227	83	8	peer	peer	NOUN
brj-24227	83	9	-	-	PUNCT
brj-24227	83	10	reviewed	review	VERB
brj-24227	83	11	article	article	NOUN
brj-24227	83	12	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	83	13	celik	celik	VERB
brj-24227	83	14	et	et	PROPN
brj-24227	83	15	al	al	PROPN
brj-24227	83	16	.	.	PROPN
brj-24227	84	1	(	(	PUNCT
brj-24227	84	2	2025	2025	NUM
brj-24227	84	3	)	)	PUNCT
brj-24227	84	4	.	.	PUNCT
brj-24227	85	1	“	"	PUNCT
brj-24227	85	2	timber	timber	NOUN
brj-24227	85	3	structure	structure	NOUN
brj-24227	85	4	model	model	NOUN
brj-24227	85	5	options	option	NOUN
brj-24227	85	6	,	,	PUNCT
brj-24227	85	7	”	"	PUNCT
brj-24227	85	8	bioresources	bioresource	NOUN
brj-24227	85	9	20(2	20(2	NUM
brj-24227	85	10	)	)	PUNCT
brj-24227	85	11	,	,	PUNCT
brj-24227	85	12	3587	3587	NUM
brj-24227	85	13	-	-	SYM
brj-24227	85	14	3603	3603	NUM
brj-24227	85	15	.	.	PUNCT
brj-24227	86	1	3590	3590	NUM
brj-24227	86	2	compatibility	compatibility	NOUN
brj-24227	86	3	equations	equation	NOUN
brj-24227	86	4	to	to	PART
brj-24227	86	5	model	model	VERB
brj-24227	86	6	pre	pre	ADJ
brj-24227	86	7	-	-	ADJ
brj-24227	86	8	tensioned	tensioned	ADJ
brj-24227	86	9	timber	timber	NOUN
brj-24227	86	10	connections	connection	NOUN
brj-24227	86	11	.	.	PUNCT
brj-24227	87	1	a	a	DET
brj-24227	87	2	wide	wide	ADJ
brj-24227	87	3	range	range	NOUN
brj-24227	87	4	of	of	ADP
brj-24227	87	5	connections	connection	NOUN
brj-24227	87	6	,	,	PUNCT
brj-24227	87	7	from	from	ADP
brj-24227	87	8	traditional	traditional	ADJ
brj-24227	87	9	to	to	ADP
brj-24227	87	10	glued	glue	VERB
brj-24227	87	11	joints	joint	NOUN
brj-24227	87	12	,	,	PUNCT
brj-24227	87	13	were	be	AUX
brj-24227	87	14	studied	study	VERB
brj-24227	87	15	with	with	ADP
brj-24227	87	16	the	the	DET
brj-24227	87	17	component	component	NOUN
brj-24227	87	18	method	method	NOUN
brj-24227	87	19	by	by	ADP
brj-24227	87	20	wald	wald	PROPN
brj-24227	87	21	et	et	PROPN
brj-24227	87	22	al	al	PROPN
brj-24227	87	23	.	.	PROPN
brj-24227	88	1	(	(	PUNCT
brj-24227	88	2	2000	2000	NUM
brj-24227	88	3	)	)	PUNCT
brj-24227	88	4	and	and	CCONJ
brj-24227	88	5	yang	yang	PROPN
brj-24227	88	6	et	et	PROPN
brj-24227	88	7	al	al	PROPN
brj-24227	88	8	.	.	PROPN
brj-24227	89	1	(	(	PUNCT
brj-24227	89	2	2016	2016	NUM
brj-24227	89	3	)	)	PUNCT
brj-24227	89	4	.	.	PUNCT
brj-24227	90	1	to	to	PART
brj-24227	90	2	analyse	analyse	VERB
brj-24227	90	3	a	a	DET
brj-24227	90	4	structure	structure	NOUN
brj-24227	90	5	,	,	PUNCT
brj-24227	90	6	it	it	PRON
brj-24227	90	7	is	be	AUX
brj-24227	90	8	not	not	PART
brj-24227	90	9	enough	enough	ADJ
brj-24227	90	10	to	to	PART
brj-24227	90	11	determine	determine	VERB
brj-24227	90	12	the	the	DET
brj-24227	90	13	load	load	NOUN
brj-24227	90	14	-	-	PUNCT
brj-24227	90	15	deformation	deformation	NOUN
brj-24227	90	16	relationship	relationship	NOUN
brj-24227	90	17	of	of	ADP
brj-24227	90	18	a	a	DET
brj-24227	90	19	connection	connection	NOUN
brj-24227	90	20	.	.	PUNCT
brj-24227	91	1	it	it	PRON
brj-24227	91	2	also	also	ADV
brj-24227	91	3	depends	depend	VERB
brj-24227	91	4	on	on	ADP
brj-24227	91	5	how	how	SCONJ
brj-24227	91	6	the	the	DET
brj-24227	91	7	data	datum	NOUN
brj-24227	91	8	is	be	AUX
brj-24227	91	9	incorporated	incorporate	VERB
brj-24227	91	10	into	into	ADP
brj-24227	91	11	the	the	DET
brj-24227	91	12	analysis	analysis	NOUN
brj-24227	91	13	.	.	PUNCT
brj-24227	92	1	generally	generally	ADV
brj-24227	92	2	,	,	PUNCT
brj-24227	92	3	joint	joint	ADJ
brj-24227	92	4	behaviour	behaviour	NOUN
brj-24227	92	5	is	be	AUX
brj-24227	92	6	incorporated	incorporate	VERB
brj-24227	92	7	into	into	ADP
brj-24227	92	8	a	a	DET
brj-24227	92	9	model	model	NOUN
brj-24227	92	10	with	with	ADP
brj-24227	92	11	rotational	rotational	ADJ
brj-24227	92	12	springs	spring	NOUN
brj-24227	92	13	,	,	PUNCT
brj-24227	92	14	as	as	ADP
brj-24227	92	15	the	the	DET
brj-24227	92	16	end	end	NOUN
brj-24227	92	17	condition	condition	NOUN
brj-24227	92	18	of	of	ADP
brj-24227	92	19	a	a	DET
brj-24227	92	20	frame	frame	NOUN
brj-24227	92	21	element	element	NOUN
brj-24227	92	22	.	.	PUNCT
brj-24227	93	1	however	however	ADV
brj-24227	93	2	,	,	PUNCT
brj-24227	93	3	such	such	DET
brj-24227	93	4	a	a	DET
brj-24227	93	5	model	model	NOUN
brj-24227	93	6	is	be	AUX
brj-24227	93	7	not	not	PART
brj-24227	93	8	always	always	ADV
brj-24227	93	9	applicable	applicable	ADJ
brj-24227	93	10	.	.	PUNCT
brj-24227	94	1	consequently	consequently	ADV
brj-24227	94	2	,	,	PUNCT
brj-24227	94	3	the	the	DET
brj-24227	94	4	connection	connection	NOUN
brj-24227	94	5	element	element	NOUN
brj-24227	94	6	method	method	NOUN
brj-24227	94	7	was	be	AUX
brj-24227	94	8	developed	develop	VERB
brj-24227	94	9	by	by	ADP
brj-24227	94	10	li	li	PROPN
brj-24227	94	11	et	et	PROPN
brj-24227	94	12	al	al	PROPN
brj-24227	94	13	.	.	PROPN
brj-24227	95	1	(	(	PUNCT
brj-24227	95	2	1995	1995	NUM
brj-24227	95	3	)	)	PUNCT
brj-24227	95	4	.	.	PUNCT
brj-24227	96	1	in	in	ADP
brj-24227	96	2	this	this	DET
brj-24227	96	3	method	method	NOUN
brj-24227	96	4	,	,	PUNCT
brj-24227	96	5	the	the	DET
brj-24227	96	6	joint	joint	ADJ
brj-24227	96	7	behaviour	behaviour	NOUN
brj-24227	96	8	is	be	AUX
brj-24227	96	9	idealised	idealise	VERB
brj-24227	96	10	as	as	ADP
brj-24227	96	11	a	a	DET
brj-24227	96	12	frame	frame	NOUN
brj-24227	96	13	element	element	NOUN
brj-24227	96	14	.	.	PUNCT
brj-24227	97	1	it	it	PRON
brj-24227	97	2	should	should	AUX
brj-24227	97	3	be	be	AUX
brj-24227	97	4	noted	note	VERB
brj-24227	97	5	that	that	SCONJ
brj-24227	97	6	not	not	PART
brj-24227	97	7	much	much	ADJ
brj-24227	97	8	work	work	NOUN
brj-24227	97	9	has	have	AUX
brj-24227	97	10	been	be	AUX
brj-24227	97	11	done	do	VERB
brj-24227	97	12	on	on	ADP
brj-24227	97	13	this	this	DET
brj-24227	97	14	topic	topic	NOUN
brj-24227	97	15	for	for	ADP
brj-24227	97	16	timber	timber	NOUN
brj-24227	97	17	structures	structure	NOUN
brj-24227	97	18	.	.	PUNCT
brj-24227	98	1	today	today	NOUN
brj-24227	98	2	,	,	PUNCT
brj-24227	98	3	several	several	ADJ
brj-24227	98	4	techniques	technique	NOUN
brj-24227	98	5	are	be	AUX
brj-24227	98	6	used	use	VERB
brj-24227	98	7	to	to	PART
brj-24227	98	8	connect	connect	VERB
brj-24227	98	9	timber	timber	NOUN
brj-24227	98	10	elements	element	NOUN
brj-24227	98	11	,	,	PUNCT
brj-24227	98	12	such	such	ADJ
brj-24227	98	13	as	as	ADP
brj-24227	98	14	traditional	traditional	ADJ
brj-24227	98	15	joints	joint	NOUN
brj-24227	98	16	or	or	CCONJ
brj-24227	98	17	dowel	dowel	NOUN
brj-24227	98	18	-	-	PUNCT
brj-24227	98	19	type	type	NOUN
brj-24227	98	20	.	.	PUNCT
brj-24227	99	1	traditional	traditional	ADJ
brj-24227	99	2	joints	joint	NOUN
brj-24227	99	3	(	(	PUNCT
brj-24227	99	4	also	also	ADV
brj-24227	99	5	known	know	VERB
brj-24227	99	6	as	as	ADP
brj-24227	99	7	carpenter	carpenter	NOUN
brj-24227	99	8	joint	joint	NOUN
brj-24227	99	9	)	)	PUNCT
brj-24227	99	10	can	can	AUX
brj-24227	99	11	be	be	AUX
brj-24227	99	12	explained	explain	VERB
brj-24227	99	13	as	as	ADP
brj-24227	99	14	a	a	DET
brj-24227	99	15	mechanical	mechanical	ADJ
brj-24227	99	16	process	process	NOUN
brj-24227	99	17	shaping	shape	VERB
brj-24227	99	18	timber	timber	NOUN
brj-24227	99	19	elements	element	NOUN
brj-24227	99	20	to	to	PART
brj-24227	99	21	connect	connect	VERB
brj-24227	99	22	two	two	NUM
brj-24227	99	23	or	or	CCONJ
brj-24227	99	24	more	more	ADJ
brj-24227	99	25	timber	timber	NOUN
brj-24227	99	26	elements	element	NOUN
brj-24227	99	27	.	.	PUNCT
brj-24227	100	1	several	several	ADJ
brj-24227	100	2	studies	study	NOUN
brj-24227	100	3	in	in	ADP
brj-24227	100	4	the	the	DET
brj-24227	100	5	literature	literature	NOUN
brj-24227	100	6	showed	show	VERB
brj-24227	100	7	that	that	SCONJ
brj-24227	100	8	traditional	traditional	ADJ
brj-24227	100	9	joints	joint	NOUN
brj-24227	100	10	generally	generally	ADV
brj-24227	100	11	have	have	VERB
brj-24227	100	12	a	a	DET
brj-24227	100	13	lower	low	ADJ
brj-24227	100	14	loadbearing	loadbearing	NOUN
brj-24227	100	15	capacity	capacity	NOUN
brj-24227	100	16	,	,	PUNCT
brj-24227	100	17	and	and	CCONJ
brj-24227	100	18	their	their	PRON
brj-24227	100	19	stiffness	stiffness	NOUN
brj-24227	100	20	is	be	AUX
brj-24227	100	21	strongly	strongly	ADV
brj-24227	100	22	influenced	influence	VERB
brj-24227	100	23	by	by	ADP
brj-24227	100	24	the	the	DET
brj-24227	100	25	joint	joint	ADJ
brj-24227	100	26	configuration	configuration	NOUN
brj-24227	100	27	,	,	PUNCT
brj-24227	100	28	so	so	SCONJ
brj-24227	100	29	that	that	SCONJ
brj-24227	100	30	they	they	PRON
brj-24227	100	31	can	can	AUX
brj-24227	100	32	have	have	VERB
brj-24227	100	33	zero	zero	NUM
brj-24227	100	34	stiffness	stiffness	NOUN
brj-24227	100	35	(	(	PUNCT
brj-24227	100	36	chang	chang	PROPN
brj-24227	100	37	et	et	PROPN
brj-24227	100	38	al	al	PROPN
brj-24227	100	39	.	.	PROPN
brj-24227	100	40	2006	2006	NUM
brj-24227	100	41	;	;	PUNCT
brj-24227	100	42	pang	pang	NOUN
brj-24227	100	43	et	et	PROPN
brj-24227	100	44	al	al	PROPN
brj-24227	100	45	.	.	PROPN
brj-24227	100	46	2011	2011	NUM
brj-24227	100	47	;	;	PUNCT
brj-24227	100	48	moradei	moradei	VERB
brj-24227	100	49	et	et	PROPN
brj-24227	100	50	al	al	PROPN
brj-24227	100	51	.	.	PROPN
brj-24227	100	52	2018	2018	NUM
brj-24227	100	53	)	)	PUNCT
brj-24227	100	54	.	.	PUNCT
brj-24227	101	1	another	another	DET
brj-24227	101	2	connection	connection	NOUN
brj-24227	101	3	method	method	NOUN
brj-24227	101	4	is	be	AUX
brj-24227	101	5	the	the	DET
brj-24227	101	6	dowelling	dowelling	NOUN
brj-24227	101	7	of	of	ADP
brj-24227	101	8	timber	timber	NOUN
brj-24227	101	9	members	member	NOUN
brj-24227	101	10	with	with	ADP
brj-24227	101	11	connectors	connector	NOUN
brj-24227	101	12	made	make	VERB
brj-24227	101	13	of	of	ADP
brj-24227	101	14	steel	steel	NOUN
brj-24227	101	15	,	,	PUNCT
brj-24227	101	16	wood	wood	NOUN
brj-24227	101	17	,	,	PUNCT
brj-24227	101	18	plastic	plastic	NOUN
brj-24227	101	19	,	,	PUNCT
brj-24227	101	20	etc	etc	X
brj-24227	101	21	.	.	X
brj-24227	102	1	these	these	DET
brj-24227	102	2	types	type	NOUN
brj-24227	102	3	of	of	ADP
brj-24227	102	4	joints	joint	NOUN
brj-24227	102	5	generally	generally	ADV
brj-24227	102	6	transfer	transfer	VERB
brj-24227	102	7	loads	load	NOUN
brj-24227	102	8	by	by	ADP
brj-24227	102	9	bearing	bear	VERB
brj-24227	102	10	shear	shear	NOUN
brj-24227	102	11	stress	stress	NOUN
brj-24227	102	12	.	.	PUNCT
brj-24227	103	1	various	various	ADJ
brj-24227	103	2	connectors	connector	NOUN
brj-24227	103	3	can	can	AUX
brj-24227	103	4	be	be	AUX
brj-24227	103	5	used	use	VERB
brj-24227	103	6	as	as	ADP
brj-24227	103	7	a	a	DET
brj-24227	103	8	dowel	dowel	NOUN
brj-24227	103	9	,	,	PUNCT
brj-24227	103	10	such	such	ADJ
brj-24227	103	11	as	as	ADP
brj-24227	103	12	nail	nail	NOUN
brj-24227	103	13	,	,	PUNCT
brj-24227	103	14	screw	screw	VERB
brj-24227	103	15	,	,	PUNCT
brj-24227	103	16	bolt	bolt	NOUN
brj-24227	103	17	,	,	PUNCT
brj-24227	103	18	etc	etc	X
brj-24227	103	19	.	.	X
brj-24227	104	1	the	the	DET
brj-24227	104	2	main	main	ADJ
brj-24227	104	3	advantage	advantage	NOUN
brj-24227	104	4	of	of	ADP
brj-24227	104	5	this	this	DET
brj-24227	104	6	technique	technique	NOUN
brj-24227	104	7	is	be	AUX
brj-24227	104	8	its	its	PRON
brj-24227	104	9	ductility	ductility	NOUN
brj-24227	104	10	.	.	PUNCT
brj-24227	105	1	figure	figure	NOUN
brj-24227	105	2	3	3	NUM
brj-24227	105	3	shows	show	VERB
brj-24227	105	4	a	a	DET
brj-24227	105	5	load	load	NOUN
brj-24227	105	6	-	-	PUNCT
brj-24227	105	7	deformation	deformation	NOUN
brj-24227	105	8	curve	curve	NOUN
brj-24227	105	9	of	of	ADP
brj-24227	105	10	a	a	DET
brj-24227	105	11	typical	typical	ADJ
brj-24227	105	12	dowel	dowel	NOUN
brj-24227	105	13	type	type	NOUN
brj-24227	105	14	connection	connection	NOUN
brj-24227	105	15	.	.	PUNCT
brj-24227	106	1	due	due	ADP
brj-24227	106	2	to	to	ADP
brj-24227	106	3	its	its	PRON
brj-24227	106	4	practicality	practicality	NOUN
brj-24227	106	5	and	and	CCONJ
brj-24227	106	6	ductility	ductility	NOUN
brj-24227	106	7	,	,	PUNCT
brj-24227	106	8	it	it	PRON
brj-24227	106	9	has	have	AUX
brj-24227	106	10	been	be	AUX
brj-24227	106	11	widely	widely	ADV
brj-24227	106	12	studied	study	VERB
brj-24227	106	13	.	.	PUNCT
brj-24227	107	1	in	in	ADP
brj-24227	107	2	general	general	ADJ
brj-24227	107	3	,	,	PUNCT
brj-24227	107	4	dowel	dowel	ADJ
brj-24227	107	5	connections	connection	NOUN
brj-24227	107	6	exhibit	exhibit	VERB
brj-24227	107	7	an	an	DET
brj-24227	107	8	initial	initial	ADJ
brj-24227	107	9	deformation	deformation	NOUN
brj-24227	107	10	due	due	ADP
brj-24227	107	11	to	to	ADP
brj-24227	107	12	imperfect	imperfect	ADJ
brj-24227	107	13	contact	contact	NOUN
brj-24227	107	14	between	between	ADP
brj-24227	107	15	connecting	connect	VERB
brj-24227	107	16	element	element	NOUN
brj-24227	107	17	and	and	CCONJ
brj-24227	107	18	dowel	dowel	NOUN
brj-24227	107	19	.	.	PUNCT
brj-24227	108	1	on	on	ADP
brj-24227	108	2	loading	loading	NOUN
brj-24227	108	3	,	,	PUNCT
brj-24227	108	4	the	the	DET
brj-24227	108	5	contact	contact	NOUN
brj-24227	108	6	surface	surface	NOUN
brj-24227	108	7	becomes	become	VERB
brj-24227	108	8	more	more	ADV
brj-24227	108	9	uniform	uniform	ADJ
brj-24227	108	10	,	,	PUNCT
brj-24227	108	11	and	and	CCONJ
brj-24227	108	12	loads	load	NOUN
brj-24227	108	13	can	can	AUX
brj-24227	108	14	be	be	AUX
brj-24227	108	15	transferred	transfer	VERB
brj-24227	108	16	effectively	effectively	ADV
brj-24227	108	17	.	.	PUNCT
brj-24227	109	1	further	further	ADJ
brj-24227	109	2	loading	loading	NOUN
brj-24227	109	3	results	result	NOUN
brj-24227	109	4	a	a	DET
brj-24227	109	5	sudden	sudden	ADJ
brj-24227	109	6	drop	drop	NOUN
brj-24227	109	7	in	in	ADP
brj-24227	109	8	the	the	DET
brj-24227	109	9	stiffness	stiffness	NOUN
brj-24227	109	10	.	.	PUNCT
brj-24227	110	1	depending	depend	VERB
brj-24227	110	2	on	on	ADP
brj-24227	110	3	the	the	DET
brj-24227	110	4	connection	connection	NOUN
brj-24227	110	5	configuration	configuration	NOUN
brj-24227	110	6	and	and	CCONJ
brj-24227	110	7	dowel	dowel	NOUN
brj-24227	110	8	material	material	NOUN
brj-24227	110	9	,	,	PUNCT
brj-24227	110	10	a	a	DET
brj-24227	110	11	yield	yield	NOUN
brj-24227	110	12	plateau	plateau	NOUN
brj-24227	110	13	can	can	AUX
brj-24227	110	14	be	be	AUX
brj-24227	110	15	seen	see	VERB
brj-24227	110	16	.	.	PUNCT
brj-24227	111	1	yielding	yield	VERB
brj-24227	111	2	can	can	AUX
brj-24227	111	3	occur	occur	VERB
brj-24227	111	4	by	by	ADP
brj-24227	111	5	timber	timber	NOUN
brj-24227	111	6	resin	resin	NOUN
brj-24227	111	7	matrix	matrix	NOUN
brj-24227	111	8	or	or	CCONJ
brj-24227	111	9	connector	connector	NOUN
brj-24227	111	10	plasticity	plasticity	NOUN
brj-24227	111	11	.	.	PUNCT
brj-24227	112	1	after	after	ADP
brj-24227	112	2	yielding	yield	VERB
brj-24227	112	3	,	,	PUNCT
brj-24227	112	4	failure	failure	NOUN
brj-24227	112	5	occurs	occur	VERB
brj-24227	112	6	(	(	PUNCT
brj-24227	112	7	dorn	dorn	PROPN
brj-24227	112	8	et	et	PROPN
brj-24227	112	9	al	al	PROPN
brj-24227	112	10	.	.	PROPN
brj-24227	112	11	2013	2013	NUM
brj-24227	112	12	)	)	PUNCT
brj-24227	112	13	.	.	PUNCT
brj-24227	113	1	the	the	DET
brj-24227	113	2	complex	complex	ADJ
brj-24227	113	3	behaviour	behaviour	NOUN
brj-24227	113	4	of	of	ADP
brj-24227	113	5	dowel	dowel	NOUN
brj-24227	113	6	type	type	NOUN
brj-24227	113	7	connections	connection	NOUN
brj-24227	113	8	has	have	AUX
brj-24227	113	9	been	be	AUX
brj-24227	113	10	extensively	extensively	ADV
brj-24227	113	11	studied	study	VERB
brj-24227	113	12	.	.	PUNCT
brj-24227	114	1	good	good	ADJ
brj-24227	114	2	correlations	correlation	NOUN
brj-24227	114	3	are	be	AUX
brj-24227	114	4	generally	generally	ADV
brj-24227	114	5	obtained	obtain	VERB
brj-24227	114	6	with	with	ADP
brj-24227	114	7	nonlinear	nonlinear	ADJ
brj-24227	114	8	models	model	NOUN
brj-24227	114	9	with	with	ADP
brj-24227	114	10	failure	failure	NOUN
brj-24227	114	11	criteria	criterion	NOUN
brj-24227	114	12	,	,	PUNCT
brj-24227	114	13	while	while	SCONJ
brj-24227	114	14	the	the	DET
brj-24227	114	15	anisotropy	anisotropy	NOUN
brj-24227	114	16	of	of	ADP
brj-24227	114	17	the	the	DET
brj-24227	114	18	timber	timber	NOUN
brj-24227	114	19	idealised	idealise	VERB
brj-24227	114	20	to	to	ADP
brj-24227	114	21	symmetric	symmetric	ADJ
brj-24227	114	22	orthotropy	orthotropy	NOUN
brj-24227	114	23	(	(	PUNCT
brj-24227	114	24	bouchair	bouchair	NOUN
brj-24227	114	25	and	and	CCONJ
brj-24227	114	26	vergne	vergne	PROPN
brj-24227	114	27	1995	1995	NUM
brj-24227	114	28	;	;	PUNCT
brj-24227	114	29	dias	dias	PROPN
brj-24227	114	30	et	et	PROPN
brj-24227	114	31	al	al	PROPN
brj-24227	114	32	.	.	PROPN
brj-24227	114	33	2007	2007	NUM
brj-24227	114	34	;	;	PUNCT
brj-24227	114	35	khelifa	khelifa	PROPN
brj-24227	114	36	et	et	PROPN
brj-24227	114	37	al	al	PROPN
brj-24227	114	38	.	.	PROPN
brj-24227	114	39	2016	2016	NUM
brj-24227	114	40	)	)	PUNCT
brj-24227	114	41	.	.	PUNCT
brj-24227	115	1	fig	fig	NOUN
brj-24227	115	2	.	.	PUNCT
brj-24227	116	1	3	3	X
brj-24227	116	2	.	.	X
brj-24227	116	3	load	load	NOUN
brj-24227	116	4	-	-	PUNCT
brj-24227	116	5	deformation	deformation	NOUN
brj-24227	116	6	relationship	relationship	NOUN
brj-24227	116	7	of	of	ADP
brj-24227	116	8	dowel	dowel	ADJ
brj-24227	116	9	joints	joint	NOUN
brj-24227	116	10	although	although	SCONJ
brj-24227	116	11	many	many	ADJ
brj-24227	116	12	studies	study	NOUN
brj-24227	116	13	have	have	AUX
brj-24227	116	14	been	be	AUX
brj-24227	116	15	carried	carry	VERB
brj-24227	116	16	out	out	ADP
brj-24227	116	17	on	on	ADP
brj-24227	116	18	material	material	NOUN
brj-24227	116	19	modelling	modelling	NOUN
brj-24227	116	20	,	,	PUNCT
brj-24227	116	21	numerical	numerical	ADJ
brj-24227	116	22	analysis	analysis	NOUN
brj-24227	116	23	,	,	PUNCT
brj-24227	116	24	structural	structural	ADJ
brj-24227	116	25	topologies	topology	NOUN
brj-24227	116	26	and	and	CCONJ
brj-24227	116	27	experiments	experiment	NOUN
brj-24227	116	28	,	,	PUNCT
brj-24227	116	29	etc	etc	X
brj-24227	116	30	.	.	X
brj-24227	116	31	,	,	PUNCT
brj-24227	116	32	both	both	CCONJ
brj-24227	116	33	the	the	DET
brj-24227	116	34	behaviour	behaviour	NOUN
brj-24227	116	35	and	and	CCONJ
brj-24227	116	36	the	the	DET
brj-24227	116	37	selection	selection	NOUN
brj-24227	116	38	of	of	ADP
brj-24227	116	39	the	the	DET
brj-24227	116	40	correct	correct	ADJ
brj-24227	116	41	method	method	NOUN
brj-24227	116	42	for	for	ADP
brj-24227	116	43	analysis	analysis	NOUN
brj-24227	116	44	and	and	CCONJ
brj-24227	116	45	design	design	NOUN
brj-24227	116	46	remain	remain	VERB
brj-24227	116	47	unclear	unclear	ADJ
brj-24227	116	48	.	.	PUNCT
brj-24227	117	1	to	to	PART
brj-24227	117	2	illuminate	illuminate	VERB
brj-24227	117	3	uncertainties	uncertainty	NOUN
brj-24227	117	4	peer	peer	NOUN
brj-24227	117	5	-	-	PUNCT
brj-24227	117	6	reviewed	review	VERB
brj-24227	117	7	article	article	NOUN
brj-24227	117	8	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	117	9	celik	celik	VERB
brj-24227	117	10	et	et	PROPN
brj-24227	117	11	al	al	PROPN
brj-24227	117	12	.	.	PROPN
brj-24227	118	1	(	(	PUNCT
brj-24227	118	2	2025	2025	NUM
brj-24227	118	3	)	)	PUNCT
brj-24227	118	4	.	.	PUNCT
brj-24227	119	1	“	"	PUNCT
brj-24227	119	2	timber	timber	NOUN
brj-24227	119	3	structure	structure	NOUN
brj-24227	119	4	model	model	NOUN
brj-24227	119	5	options	option	NOUN
brj-24227	119	6	,	,	PUNCT
brj-24227	119	7	”	"	PUNCT
brj-24227	119	8	bioresources	bioresource	NOUN
brj-24227	119	9	20(2	20(2	NUM
brj-24227	119	10	)	)	PUNCT
brj-24227	119	11	,	,	PUNCT
brj-24227	119	12	3587	3587	NUM
brj-24227	119	13	-	-	SYM
brj-24227	119	14	3603	3603	NUM
brj-24227	119	15	.	.	PUNCT
brj-24227	120	1	3591	3591	NUM
brj-24227	120	2	of	of	ADP
brj-24227	120	3	the	the	DET
brj-24227	120	4	analysis	analysis	NOUN
brj-24227	120	5	of	of	ADP
brj-24227	120	6	timber	timber	NOUN
brj-24227	120	7	structures	structure	NOUN
brj-24227	120	8	,	,	PUNCT
brj-24227	120	9	the	the	DET
brj-24227	120	10	present	present	ADJ
brj-24227	120	11	study	study	NOUN
brj-24227	120	12	was	be	AUX
brj-24227	120	13	performed	perform	VERB
brj-24227	120	14	.	.	PUNCT
brj-24227	121	1	a	a	DET
brj-24227	121	2	full	full	ADJ
brj-24227	121	3	-	-	PUNCT
brj-24227	121	4	scale	scale	NOUN
brj-24227	121	5	experiment	experiment	NOUN
brj-24227	121	6	on	on	ADP
brj-24227	121	7	a	a	DET
brj-24227	121	8	timber	timber	NOUN
brj-24227	121	9	structure	structure	NOUN
brj-24227	121	10	was	be	AUX
brj-24227	121	11	adopted	adopt	VERB
brj-24227	121	12	from	from	ADP
brj-24227	121	13	the	the	DET
brj-24227	121	14	literature	literature	NOUN
brj-24227	121	15	(	(	PUNCT
brj-24227	121	16	vallee	vallee	PROPN
brj-24227	121	17	et	et	PROPN
brj-24227	121	18	al	al	PROPN
brj-24227	121	19	.	.	PROPN
brj-24227	121	20	2011	2011	NUM
brj-24227	121	21	)	)	PUNCT
brj-24227	121	22	;	;	PUNCT
brj-24227	121	23	and	and	CCONJ
brj-24227	121	24	five	five	NUM
brj-24227	121	25	different	different	ADJ
brj-24227	121	26	methods	method	NOUN
brj-24227	121	27	were	be	AUX
brj-24227	121	28	determined	determine	VERB
brj-24227	121	29	and	and	CCONJ
brj-24227	121	30	classified	classify	VERB
brj-24227	121	31	for	for	ADP
brj-24227	121	32	the	the	DET
brj-24227	121	33	job	job	NOUN
brj-24227	121	34	.	.	PUNCT
brj-24227	122	1	simulation	simulation	NOUN
brj-24227	122	2	of	of	ADP
brj-24227	122	3	the	the	DET
brj-24227	122	4	experiment	experiment	NOUN
brj-24227	122	5	was	be	AUX
brj-24227	122	6	performed	perform	VERB
brj-24227	122	7	with	with	ADP
brj-24227	122	8	different	different	ADJ
brj-24227	122	9	methods	method	NOUN
brj-24227	122	10	and	and	CCONJ
brj-24227	122	11	critiques	critique	NOUN
brj-24227	122	12	were	be	AUX
brj-24227	122	13	made	make	VERB
brj-24227	122	14	.	.	PUNCT
brj-24227	123	1	experimental	experimental	ADJ
brj-24227	123	2	there	there	PRON
brj-24227	123	3	are	be	VERB
brj-24227	123	4	many	many	ADJ
brj-24227	123	5	methods	method	NOUN
brj-24227	123	6	available	available	ADJ
brj-24227	123	7	to	to	PART
brj-24227	123	8	analyse	analyse	VERB
brj-24227	123	9	timber	timber	NOUN
brj-24227	123	10	structures	structure	NOUN
brj-24227	123	11	,	,	PUNCT
brj-24227	123	12	as	as	SCONJ
brj-24227	123	13	mentioned	mention	VERB
brj-24227	123	14	above	above	ADV
brj-24227	123	15	.	.	PUNCT
brj-24227	124	1	for	for	ADP
brj-24227	124	2	instance	instance	NOUN
brj-24227	124	3	,	,	PUNCT
brj-24227	124	4	first	first	ADJ
brj-24227	124	5	order	order	NOUN
brj-24227	124	6	linear	linear	ADJ
brj-24227	124	7	elastic	elastic	ADJ
brj-24227	124	8	frame	frame	NOUN
brj-24227	124	9	analysis	analysis	NOUN
brj-24227	124	10	can	can	AUX
brj-24227	124	11	be	be	AUX
brj-24227	124	12	used	use	VERB
brj-24227	124	13	to	to	PART
brj-24227	124	14	design	design	VERB
brj-24227	124	15	a	a	DET
brj-24227	124	16	frame	frame	NOUN
brj-24227	124	17	to	to	PART
brj-24227	124	18	resist	resist	VERB
brj-24227	124	19	vertical	vertical	ADJ
brj-24227	124	20	loads	load	NOUN
brj-24227	124	21	.	.	PUNCT
brj-24227	125	1	connection	connection	NOUN
brj-24227	125	2	stiffness	stiffness	NOUN
brj-24227	125	3	and	and	CCONJ
brj-24227	125	4	material	material	NOUN
brj-24227	125	5	nonlinearity	nonlinearity	NOUN
brj-24227	125	6	can	can	AUX
brj-24227	125	7	be	be	AUX
brj-24227	125	8	included	include	VERB
brj-24227	125	9	where	where	SCONJ
brj-24227	125	10	seismic	seismic	ADJ
brj-24227	125	11	loading	loading	NOUN
brj-24227	125	12	is	be	AUX
brj-24227	125	13	the	the	DET
brj-24227	125	14	case	case	NOUN
brj-24227	125	15	.	.	PUNCT
brj-24227	126	1	plane	plane	NOUN
brj-24227	126	2	stress	stress	NOUN
brj-24227	126	3	analysis	analysis	NOUN
brj-24227	126	4	can	can	AUX
brj-24227	126	5	be	be	AUX
brj-24227	126	6	used	use	VERB
brj-24227	126	7	to	to	PART
brj-24227	126	8	investigate	investigate	VERB
brj-24227	126	9	door	door	NOUN
brj-24227	126	10	and	and	CCONJ
brj-24227	126	11	window	window	NOUN
brj-24227	126	12	openings	opening	NOUN
brj-24227	126	13	a	a	DET
brj-24227	126	14	clt	clt	PROPN
brj-24227	126	15	panel	panel	NOUN
brj-24227	126	16	while	while	SCONJ
brj-24227	126	17	contact	contact	NOUN
brj-24227	126	18	analysis	analysis	NOUN
brj-24227	126	19	used	use	VERB
brj-24227	126	20	to	to	PART
brj-24227	126	21	study	study	VERB
brj-24227	126	22	local	local	ADJ
brj-24227	126	23	behaviour	behaviour	NOUN
brj-24227	126	24	of	of	ADP
brj-24227	126	25	a	a	DET
brj-24227	126	26	connection	connection	NOUN
brj-24227	126	27	.	.	PUNCT
brj-24227	127	1	similarly	similarly	ADV
brj-24227	127	2	,	,	PUNCT
brj-24227	127	3	methods	method	NOUN
brj-24227	127	4	can	can	AUX
brj-24227	127	5	be	be	AUX
brj-24227	127	6	used	use	VERB
brj-24227	127	7	to	to	PART
brj-24227	127	8	model	model	VERB
brj-24227	127	9	a	a	DET
brj-24227	127	10	structure	structure	NOUN
brj-24227	127	11	for	for	ADP
brj-24227	127	12	different	different	ADJ
brj-24227	127	13	aspects	aspect	NOUN
brj-24227	127	14	.	.	PUNCT
brj-24227	128	1	first	first	ADJ
brj-24227	128	2	order	order	NOUN
brj-24227	128	3	elastic	elastic	ADJ
brj-24227	128	4	analysis	analysis	NOUN
brj-24227	128	5	can	can	AUX
brj-24227	128	6	be	be	AUX
brj-24227	128	7	used	use	VERB
brj-24227	128	8	to	to	PART
brj-24227	128	9	study	study	VERB
brj-24227	128	10	the	the	DET
brj-24227	128	11	elastic	elastic	ADJ
brj-24227	128	12	behaviour	behaviour	NOUN
brj-24227	128	13	of	of	ADP
brj-24227	128	14	trusses	truss	NOUN
brj-24227	128	15	.	.	PUNCT
brj-24227	129	1	if	if	SCONJ
brj-24227	129	2	connectors	connector	NOUN
brj-24227	129	3	are	be	AUX
brj-24227	129	4	not	not	PART
brj-24227	129	5	fully	fully	ADV
brj-24227	129	6	pinned	pin	VERB
brj-24227	129	7	in	in	ADP
brj-24227	129	8	reality	reality	NOUN
brj-24227	129	9	,	,	PUNCT
brj-24227	129	10	connection	connection	NOUN
brj-24227	129	11	stiffness	stiffness	NOUN
brj-24227	129	12	can	can	AUX
brj-24227	129	13	be	be	AUX
brj-24227	129	14	included	include	VERB
brj-24227	129	15	and	and	CCONJ
brj-24227	129	16	frame	frame	VERB
brj-24227	129	17	analysis	analysis	NOUN
brj-24227	129	18	can	can	AUX
brj-24227	129	19	be	be	AUX
brj-24227	129	20	performed	perform	VERB
brj-24227	129	21	.	.	PUNCT
brj-24227	130	1	if	if	SCONJ
brj-24227	130	2	nonlinear	nonlinear	ADJ
brj-24227	130	3	response	response	NOUN
brj-24227	130	4	is	be	AUX
brj-24227	130	5	more	more	ADV
brj-24227	130	6	important	important	ADJ
brj-24227	130	7	,	,	PUNCT
brj-24227	130	8	shell	shell	ADJ
brj-24227	130	9	elements	element	NOUN
brj-24227	130	10	can	can	AUX
brj-24227	130	11	be	be	AUX
brj-24227	130	12	used	use	VERB
brj-24227	130	13	.	.	PUNCT
brj-24227	131	1	to	to	PART
brj-24227	131	2	capture	capture	VERB
brj-24227	131	3	failure	failure	NOUN
brj-24227	131	4	mode	mode	NOUN
brj-24227	131	5	and	and	CCONJ
brj-24227	131	6	exact	exact	ADJ
brj-24227	131	7	behaviour	behaviour	NOUN
brj-24227	131	8	up	up	ADP
brj-24227	131	9	to	to	ADP
brj-24227	131	10	failure	failure	NOUN
brj-24227	131	11	,	,	PUNCT
brj-24227	131	12	contact	contact	NOUN
brj-24227	131	13	forces	force	NOUN
brj-24227	131	14	with	with	ADP
brj-24227	131	15	nonlinear	nonlinear	ADJ
brj-24227	131	16	finite	finite	PROPN
brj-24227	131	17	element	element	NOUN
brj-24227	131	18	analysis	analysis	NOUN
brj-24227	131	19	is	be	AUX
brj-24227	131	20	better	well	ADJ
brj-24227	131	21	.	.	PUNCT
brj-24227	132	1	from	from	ADP
brj-24227	132	2	this	this	DET
brj-24227	132	3	perspective	perspective	NOUN
brj-24227	132	4	,	,	PUNCT
brj-24227	132	5	from	from	ADP
brj-24227	132	6	linear	linear	ADJ
brj-24227	132	7	analysis	analysis	NOUN
brj-24227	132	8	to	to	ADP
brj-24227	132	9	nonlinear	nonlinear	ADJ
brj-24227	132	10	finite	finite	ADJ
brj-24227	132	11	element	element	NOUN
brj-24227	132	12	analysis	analysis	NOUN
brj-24227	132	13	,	,	PUNCT
brj-24227	132	14	methods	method	NOUN
brj-24227	132	15	can	can	AUX
brj-24227	132	16	be	be	AUX
brj-24227	132	17	classified	classify	VERB
brj-24227	132	18	according	accord	VERB
brj-24227	132	19	to	to	ADP
brj-24227	132	20	the	the	DET
brj-24227	132	21	indeterminacy	indeterminacy	NOUN
brj-24227	132	22	and	and	CCONJ
brj-24227	132	23	design	design	NOUN
brj-24227	132	24	requirements	requirement	NOUN
brj-24227	132	25	of	of	ADP
brj-24227	132	26	a	a	DET
brj-24227	132	27	structure	structure	NOUN
brj-24227	132	28	.	.	PUNCT
brj-24227	133	1	thus	thus	ADV
brj-24227	133	2	,	,	PUNCT
brj-24227	133	3	five	five	NUM
brj-24227	133	4	different	different	ADJ
brj-24227	133	5	modelling	modelling	NOUN
brj-24227	133	6	techniques	technique	NOUN
brj-24227	133	7	have	have	AUX
brj-24227	133	8	been	be	AUX
brj-24227	133	9	generated	generate	VERB
brj-24227	133	10	by	by	ADP
brj-24227	133	11	the	the	DET
brj-24227	133	12	authors	author	NOUN
brj-24227	133	13	in	in	ADP
brj-24227	133	14	terms	term	NOUN
brj-24227	133	15	of	of	ADP
brj-24227	133	16	model	model	NOUN
brj-24227	133	17	complexity	complexity	NOUN
brj-24227	133	18	.	.	PUNCT
brj-24227	134	1	modelling	model	VERB
brj-24227	134	2	techniques	technique	NOUN
brj-24227	134	3	to	to	PART
brj-24227	134	4	analyse	analyse	VERB
brj-24227	134	5	a	a	DET
brj-24227	134	6	structure	structure	NOUN
brj-24227	134	7	,	,	PUNCT
brj-24227	134	8	the	the	DET
brj-24227	134	9	relationship	relationship	NOUN
brj-24227	134	10	between	between	ADP
brj-24227	134	11	the	the	DET
brj-24227	134	12	external	external	ADJ
brj-24227	134	13	forces	force	NOUN
brj-24227	134	14	and	and	CCONJ
brj-24227	134	15	the	the	DET
brj-24227	134	16	stiffness	stiffness	NOUN
brj-24227	134	17	of	of	ADP
brj-24227	134	18	the	the	DET
brj-24227	134	19	structure	structure	NOUN
brj-24227	134	20	and	and	CCONJ
brj-24227	134	21	also	also	ADV
brj-24227	134	22	the	the	DET
brj-24227	134	23	displacement	displacement	NOUN
brj-24227	134	24	of	of	ADP
brj-24227	134	25	the	the	DET
brj-24227	134	26	structure	structure	NOUN
brj-24227	134	27	,	,	PUNCT
brj-24227	134	28	should	should	AUX
brj-24227	134	29	be	be	AUX
brj-24227	134	30	determined	determine	VERB
brj-24227	134	31	.	.	PUNCT
brj-24227	135	1	since	since	SCONJ
brj-24227	135	2	external	external	ADJ
brj-24227	135	3	forces	force	NOUN
brj-24227	135	4	and	and	CCONJ
brj-24227	135	5	boundary	boundary	ADJ
brj-24227	135	6	conditions	condition	NOUN
brj-24227	135	7	are	be	AUX
brj-24227	135	8	given	give	VERB
brj-24227	135	9	,	,	PUNCT
brj-24227	135	10	modelling	model	VERB
brj-24227	135	11	issues	issue	NOUN
brj-24227	135	12	are	be	AUX
brj-24227	135	13	more	more	ADJ
brj-24227	135	14	about	about	ADP
brj-24227	135	15	how	how	SCONJ
brj-24227	135	16	to	to	PART
brj-24227	135	17	idealise	idealise	VERB
brj-24227	135	18	the	the	DET
brj-24227	135	19	stiffness	stiffness	NOUN
brj-24227	135	20	of	of	ADP
brj-24227	135	21	the	the	DET
brj-24227	135	22	structure	structure	NOUN
brj-24227	135	23	.	.	PUNCT
brj-24227	136	1	so	so	ADV
brj-24227	136	2	modelling	modelling	NOUN
brj-24227	136	3	means	mean	VERB
brj-24227	136	4	idealising	idealise	VERB
brj-24227	136	5	the	the	DET
brj-24227	136	6	structure	structure	NOUN
brj-24227	136	7	in	in	ADP
brj-24227	136	8	a	a	DET
brj-24227	136	9	geometrical	geometrical	ADJ
brj-24227	136	10	and	and	CCONJ
brj-24227	136	11	material	material	ADJ
brj-24227	136	12	way	way	NOUN
brj-24227	136	13	such	such	ADJ
brj-24227	136	14	as	as	ADP
brj-24227	136	15	frame	frame	NOUN
brj-24227	136	16	,	,	PUNCT
brj-24227	136	17	shell	shell	NOUN
brj-24227	136	18	,	,	PUNCT
brj-24227	136	19	or	or	CCONJ
brj-24227	136	20	solid	solid	ADJ
brj-24227	136	21	elements	element	NOUN
brj-24227	136	22	.	.	PUNCT
brj-24227	137	1	five	five	NUM
brj-24227	137	2	modelling	model	VERB
brj-24227	137	3	types	type	NOUN
brj-24227	137	4	are	be	AUX
brj-24227	137	5	examined	examine	VERB
brj-24227	137	6	within	within	ADP
brj-24227	137	7	the	the	DET
brj-24227	137	8	scope	scope	NOUN
brj-24227	137	9	of	of	ADP
brj-24227	137	10	this	this	DET
brj-24227	137	11	article	article	NOUN
brj-24227	137	12	.	.	PUNCT
brj-24227	138	1	model	model	PROPN
brj-24227	138	2	1	1	NUM
brj-24227	138	3	is	be	AUX
brj-24227	138	4	defined	define	VERB
brj-24227	138	5	as	as	ADP
brj-24227	138	6	first	first	ADJ
brj-24227	138	7	order	order	NOUN
brj-24227	138	8	linear	linear	ADJ
brj-24227	138	9	elastic	elastic	ADJ
brj-24227	138	10	analysis	analysis	NOUN
brj-24227	138	11	.	.	PUNCT
brj-24227	139	1	according	accord	VERB
brj-24227	139	2	to	to	ADP
brj-24227	139	3	model	model	NOUN
brj-24227	139	4	1	1	NUM
brj-24227	139	5	,	,	PUNCT
brj-24227	139	6	a	a	DET
brj-24227	139	7	mathematical	mathematical	ADJ
brj-24227	139	8	model	model	NOUN
brj-24227	139	9	of	of	ADP
brj-24227	139	10	a	a	DET
brj-24227	139	11	structure	structure	NOUN
brj-24227	139	12	can	can	AUX
brj-24227	139	13	be	be	AUX
brj-24227	139	14	idealised	idealise	VERB
brj-24227	139	15	as	as	ADP
brj-24227	139	16	frame	frame	NOUN
brj-24227	139	17	or	or	CCONJ
brj-24227	139	18	truss	truss	ADJ
brj-24227	139	19	elements	element	NOUN
brj-24227	139	20	,	,	PUNCT
brj-24227	139	21	based	base	VERB
brj-24227	139	22	on	on	ADP
brj-24227	139	23	problem	problem	NOUN
brj-24227	139	24	requirements	requirement	NOUN
brj-24227	139	25	.	.	PUNCT
brj-24227	140	1	in	in	ADP
brj-24227	140	2	this	this	DET
brj-24227	140	3	model	model	NOUN
brj-24227	140	4	,	,	PUNCT
brj-24227	140	5	material	material	NOUN
brj-24227	140	6	is	be	AUX
brj-24227	140	7	considered	consider	VERB
brj-24227	140	8	as	as	ADP
brj-24227	140	9	linear	linear	ADJ
brj-24227	140	10	elastic	elastic	ADJ
brj-24227	140	11	throughout	throughout	ADP
brj-24227	140	12	the	the	DET
brj-24227	140	13	load	load	NOUN
brj-24227	140	14	history	history	NOUN
brj-24227	140	15	,	,	PUNCT
brj-24227	140	16	with	with	ADP
brj-24227	140	17	respect	respect	NOUN
brj-24227	140	18	to	to	PART
brj-24227	140	19	anisotropy	anisotropy	VERB
brj-24227	140	20	.	.	PUNCT
brj-24227	141	1	geometric	geometric	ADJ
brj-24227	141	2	nonlinearities	nonlinearitie	NOUN
brj-24227	141	3	are	be	AUX
brj-24227	141	4	ignored	ignore	VERB
brj-24227	141	5	;	;	PUNCT
brj-24227	141	6	and	and	CCONJ
brj-24227	141	7	first	first	ADJ
brj-24227	141	8	-	-	PUNCT
brj-24227	141	9	order	order	NOUN
brj-24227	141	10	static	static	ADJ
brj-24227	141	11	analysis	analysis	NOUN
brj-24227	141	12	is	be	AUX
brj-24227	141	13	performed	perform	VERB
brj-24227	141	14	.	.	PUNCT
brj-24227	142	1	to	to	PART
brj-24227	142	2	include	include	VERB
brj-24227	142	3	connection	connection	NOUN
brj-24227	142	4	behaviour	behaviour	NOUN
brj-24227	142	5	,	,	PUNCT
brj-24227	142	6	element	element	NOUN
brj-24227	142	7	end	end	NOUN
brj-24227	142	8	conditions	condition	NOUN
brj-24227	142	9	are	be	AUX
brj-24227	142	10	assumed	assume	VERB
brj-24227	142	11	to	to	PART
brj-24227	142	12	be	be	AUX
brj-24227	142	13	perfectly	perfectly	ADV
brj-24227	142	14	hinged	hinge	VERB
brj-24227	142	15	or	or	CCONJ
brj-24227	142	16	rigid	rigid	ADJ
brj-24227	142	17	.	.	PUNCT
brj-24227	143	1	this	this	DET
brj-24227	143	2	model	model	NOUN
brj-24227	143	3	is	be	AUX
brj-24227	143	4	generated	generate	VERB
brj-24227	143	5	for	for	ADP
brj-24227	143	6	ease	ease	NOUN
brj-24227	143	7	of	of	ADP
brj-24227	143	8	modelling	modelling	NOUN
brj-24227	143	9	and	and	CCONJ
brj-24227	143	10	structural	structural	ADJ
brj-24227	143	11	behaviour	behaviour	NOUN
brj-24227	143	12	under	under	ADP
brj-24227	143	13	service	service	NOUN
brj-24227	143	14	loads	load	NOUN
brj-24227	143	15	.	.	PUNCT
brj-24227	144	1	this	this	DET
brj-24227	144	2	model	model	NOUN
brj-24227	144	3	also	also	ADV
brj-24227	144	4	represents	represent	VERB
brj-24227	144	5	the	the	DET
brj-24227	144	6	design	design	NOUN
brj-24227	144	7	practice	practice	NOUN
brj-24227	144	8	even	even	ADV
brj-24227	144	9	for	for	ADP
brj-24227	144	10	seismic	seismic	ADJ
brj-24227	144	11	design	design	NOUN
brj-24227	144	12	of	of	ADP
brj-24227	144	13	structure	structure	NOUN
brj-24227	144	14	with	with	ADP
brj-24227	144	15	specific	specific	ADJ
brj-24227	144	16	limitations	limitation	NOUN
brj-24227	144	17	according	accord	VERB
brj-24227	144	18	to	to	ADP
brj-24227	144	19	codes	code	NOUN
brj-24227	144	20	or	or	CCONJ
brj-24227	144	21	regulations	regulation	NOUN
brj-24227	144	22	(	(	PUNCT
brj-24227	144	23	eurocode	eurocode	VERB
brj-24227	144	24	5	5	NUM
brj-24227	144	25	2004	2004	NUM
brj-24227	144	26	)	)	PUNCT
brj-24227	144	27	.	.	PUNCT
brj-24227	145	1	in	in	ADP
brj-24227	145	2	some	some	DET
brj-24227	145	3	cases	case	NOUN
brj-24227	145	4	,	,	PUNCT
brj-24227	145	5	geometric	geometric	ADJ
brj-24227	145	6	nonlinearities	nonlinearitie	NOUN
brj-24227	145	7	can	can	AUX
brj-24227	145	8	not	not	PART
brj-24227	145	9	be	be	AUX
brj-24227	145	10	totally	totally	ADV
brj-24227	145	11	ignored	ignore	VERB
brj-24227	145	12	even	even	ADV
brj-24227	145	13	in	in	ADP
brj-24227	145	14	elastic	elastic	ADJ
brj-24227	145	15	range	range	NOUN
brj-24227	145	16	of	of	ADP
brj-24227	145	17	load	load	NOUN
brj-24227	145	18	-	-	PUNCT
brj-24227	145	19	history	history	NOUN
brj-24227	145	20	,	,	PUNCT
brj-24227	145	21	such	such	ADJ
brj-24227	145	22	as	as	ADP
brj-24227	145	23	the	the	DET
brj-24227	145	24	slenderness	slenderness	NOUN
brj-24227	145	25	problem	problem	NOUN
brj-24227	145	26	.	.	PUNCT
brj-24227	146	1	to	to	PART
brj-24227	146	2	meet	meet	VERB
brj-24227	146	3	this	this	DET
brj-24227	146	4	requirements	requirement	NOUN
brj-24227	146	5	,	,	PUNCT
brj-24227	146	6	model	model	NOUN
brj-24227	146	7	2	2	NUM
brj-24227	146	8	was	be	AUX
brj-24227	146	9	proposed	propose	VERB
brj-24227	146	10	.	.	PUNCT
brj-24227	147	1	in	in	ADP
brj-24227	147	2	this	this	DET
brj-24227	147	3	model	model	NOUN
brj-24227	147	4	,	,	PUNCT
brj-24227	147	5	material	material	NOUN
brj-24227	147	6	behaviour	behaviour	NOUN
brj-24227	147	7	is	be	AUX
brj-24227	147	8	assumed	assume	VERB
brj-24227	147	9	linear	linear	ADJ
brj-24227	147	10	elastic	elastic	ADJ
brj-24227	147	11	.	.	PUNCT
brj-24227	148	1	static	static	ADJ
brj-24227	148	2	analysis	analysis	NOUN
brj-24227	148	3	is	be	AUX
brj-24227	148	4	performed	perform	VERB
brj-24227	148	5	with	with	ADP
brj-24227	148	6	regarding	regard	VERB
brj-24227	148	7	the	the	DET
brj-24227	148	8	p-∆(load	p-∆(load	ADJ
brj-24227	148	9	—	—	PUNCT
brj-24227	148	10	displacement	displacement	ADJ
brj-24227	148	11	)	)	PUNCT
brj-24227	148	12	effect	effect	NOUN
brj-24227	148	13	.	.	PUNCT
brj-24227	149	1	connection	connection	NOUN
brj-24227	149	2	stiffness	stiffness	NOUN
brj-24227	149	3	is	be	AUX
brj-24227	149	4	included	include	VERB
brj-24227	149	5	into	into	ADP
brj-24227	149	6	analysis	analysis	NOUN
brj-24227	149	7	model	model	NOUN
brj-24227	149	8	with	with	ADP
brj-24227	149	9	the	the	DET
brj-24227	149	10	spring	spring	NOUN
brj-24227	149	11	end	end	NOUN
brj-24227	149	12	condition	condition	NOUN
brj-24227	149	13	of	of	ADP
brj-24227	149	14	a	a	DET
brj-24227	149	15	frame	frame	NOUN
brj-24227	149	16	element	element	NOUN
brj-24227	149	17	.	.	PUNCT
brj-24227	150	1	only	only	ADV
brj-24227	150	2	the	the	DET
brj-24227	150	3	elastic	elastic	ADJ
brj-24227	150	4	stiffness	stiffness	NOUN
brj-24227	150	5	of	of	ADP
brj-24227	150	6	connection	connection	NOUN
brj-24227	150	7	is	be	AUX
brj-24227	150	8	considered	consider	VERB
brj-24227	150	9	with	with	ADP
brj-24227	150	10	respect	respect	NOUN
brj-24227	150	11	to	to	ADP
brj-24227	150	12	material	material	NOUN
brj-24227	150	13	elasticity	elasticity	NOUN
brj-24227	150	14	.	.	PUNCT
brj-24227	151	1	to	to	PART
brj-24227	151	2	determine	determine	VERB
brj-24227	151	3	joint	joint	ADJ
brj-24227	151	4	flexibility	flexibility	NOUN
brj-24227	151	5	,	,	PUNCT
brj-24227	151	6	any	any	DET
brj-24227	151	7	method	method	NOUN
brj-24227	151	8	can	can	AUX
brj-24227	151	9	be	be	AUX
brj-24227	151	10	used	use	VERB
brj-24227	151	11	in	in	ADP
brj-24227	151	12	the	the	DET
brj-24227	151	13	literature	literature	NOUN
brj-24227	151	14	,	,	PUNCT
brj-24227	151	15	such	such	ADJ
brj-24227	151	16	as	as	ADP
brj-24227	151	17	empirical	empirical	ADJ
brj-24227	151	18	or	or	CCONJ
brj-24227	151	19	analytical	analytical	ADJ
brj-24227	151	20	.	.	PUNCT
brj-24227	152	1	with	with	ADP
brj-24227	152	2	frame	frame	NOUN
brj-24227	152	3	idealization	idealization	NOUN
brj-24227	152	4	of	of	ADP
brj-24227	152	5	structure	structure	NOUN
brj-24227	152	6	,	,	PUNCT
brj-24227	152	7	global	global	ADJ
brj-24227	152	8	analysis	analysis	NOUN
brj-24227	152	9	is	be	AUX
brj-24227	152	10	performed	perform	VERB
brj-24227	152	11	.	.	PUNCT
brj-24227	153	1	peer	peer	NOUN
brj-24227	153	2	-	-	PUNCT
brj-24227	153	3	reviewed	review	VERB
brj-24227	153	4	article	article	NOUN
brj-24227	153	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	153	6	celik	celik	VERB
brj-24227	153	7	et	et	PROPN
brj-24227	153	8	al	al	PROPN
brj-24227	153	9	.	.	PROPN
brj-24227	154	1	(	(	PUNCT
brj-24227	154	2	2025	2025	NUM
brj-24227	154	3	)	)	PUNCT
brj-24227	154	4	.	.	PUNCT
brj-24227	155	1	“	"	PUNCT
brj-24227	155	2	timber	timber	NOUN
brj-24227	155	3	structure	structure	NOUN
brj-24227	155	4	model	model	NOUN
brj-24227	155	5	options	option	NOUN
brj-24227	155	6	,	,	PUNCT
brj-24227	155	7	”	"	PUNCT
brj-24227	155	8	bioresources	bioresource	NOUN
brj-24227	155	9	20(2	20(2	NUM
brj-24227	155	10	)	)	PUNCT
brj-24227	155	11	,	,	PUNCT
brj-24227	155	12	3587	3587	NUM
brj-24227	155	13	-	-	SYM
brj-24227	155	14	3603	3603	NUM
brj-24227	155	15	.	.	PUNCT
brj-24227	155	16	3592	3592	NUM
brj-24227	155	17	to	to	PART
brj-24227	155	18	investigate	investigate	VERB
brj-24227	155	19	the	the	DET
brj-24227	155	20	inelastic	inelastic	ADJ
brj-24227	155	21	behaviour	behaviour	NOUN
brj-24227	155	22	of	of	ADP
brj-24227	155	23	a	a	DET
brj-24227	155	24	structure	structure	NOUN
brj-24227	155	25	,	,	PUNCT
brj-24227	155	26	materials	material	NOUN
brj-24227	155	27	should	should	AUX
brj-24227	155	28	be	be	AUX
brj-24227	155	29	modelled	model	VERB
brj-24227	155	30	as	as	ADP
brj-24227	155	31	nonlinear	nonlinear	ADJ
brj-24227	155	32	.	.	PUNCT
brj-24227	156	1	nonlinear	nonlinear	ADJ
brj-24227	156	2	material	material	NOUN
brj-24227	156	3	models	model	NOUN
brj-24227	156	4	are	be	AUX
brj-24227	156	5	especially	especially	ADV
brj-24227	156	6	important	important	ADJ
brj-24227	156	7	for	for	ADP
brj-24227	156	8	extreme	extreme	ADJ
brj-24227	156	9	loads	load	NOUN
brj-24227	156	10	such	such	ADJ
brj-24227	156	11	as	as	ADP
brj-24227	156	12	seismic	seismic	ADJ
brj-24227	156	13	action	action	NOUN
brj-24227	156	14	,	,	PUNCT
brj-24227	156	15	etc	etc	X
brj-24227	156	16	.	.	X
brj-24227	156	17	to	to	PART
brj-24227	156	18	achieve	achieve	VERB
brj-24227	156	19	this	this	PRON
brj-24227	156	20	,	,	PUNCT
brj-24227	156	21	an	an	DET
brj-24227	156	22	elastic	elastic	ADJ
brj-24227	156	23	-	-	PUNCT
brj-24227	156	24	perfectly	perfectly	ADV
brj-24227	156	25	plastic	plastic	NOUN
brj-24227	156	26	(	(	PUNCT
brj-24227	156	27	eurocode	eurocode	VERB
brj-24227	156	28	5	5	NUM
brj-24227	156	29	2004	2004	NUM
brj-24227	156	30	)	)	PUNCT
brj-24227	156	31	material	material	NOUN
brj-24227	156	32	assumption	assumption	NOUN
brj-24227	156	33	is	be	AUX
brj-24227	156	34	used	use	VERB
brj-24227	156	35	in	in	ADP
brj-24227	156	36	model	model	NOUN
brj-24227	156	37	3	3	NUM
brj-24227	156	38	.	.	PUNCT
brj-24227	156	39	geometric	geometric	ADJ
brj-24227	156	40	nonlinearities	nonlinearitie	NOUN
brj-24227	156	41	are	be	AUX
brj-24227	156	42	incorporated	incorporate	VERB
brj-24227	156	43	with	with	ADP
brj-24227	156	44	general	general	ADJ
brj-24227	156	45	second	second	ADJ
brj-24227	156	46	order	order	NOUN
brj-24227	156	47	static	static	ADJ
brj-24227	156	48	analysis	analysis	NOUN
brj-24227	156	49	.	.	PUNCT
brj-24227	157	1	similar	similar	ADJ
brj-24227	157	2	to	to	ADP
brj-24227	157	3	the	the	DET
brj-24227	157	4	material	material	NOUN
brj-24227	157	5	model	model	NOUN
brj-24227	157	6	,	,	PUNCT
brj-24227	157	7	joint	joint	ADJ
brj-24227	157	8	flexibilities	flexibility	NOUN
brj-24227	157	9	are	be	AUX
brj-24227	157	10	modelled	model	VERB
brj-24227	157	11	with	with	ADP
brj-24227	157	12	fully	fully	ADV
brj-24227	157	13	inelastic	inelastic	ADJ
brj-24227	157	14	without	without	ADP
brj-24227	157	15	ignoring	ignore	VERB
brj-24227	157	16	nonlinear	nonlinear	ADJ
brj-24227	157	17	parts	part	NOUN
brj-24227	157	18	of	of	ADP
brj-24227	157	19	connection	connection	NOUN
brj-24227	157	20	behaviour	behaviour	NOUN
brj-24227	157	21	.	.	PUNCT
brj-24227	158	1	based	base	VERB
brj-24227	158	2	on	on	ADP
brj-24227	158	3	the	the	DET
brj-24227	158	4	problem	problem	NOUN
brj-24227	158	5	and	and	CCONJ
brj-24227	158	6	material	material	NOUN
brj-24227	158	7	,	,	PUNCT
brj-24227	158	8	strain	strain	VERB
brj-24227	158	9	hardening	harden	VERB
brj-24227	158	10	in	in	ADP
brj-24227	158	11	compression	compression	NOUN
brj-24227	158	12	and	and	CCONJ
brj-24227	158	13	strain	strain	VERB
brj-24227	158	14	softening	soften	VERB
brj-24227	158	15	in	in	ADP
brj-24227	158	16	tension	tension	NOUN
brj-24227	158	17	also	also	ADV
brj-24227	158	18	can	can	AUX
brj-24227	158	19	be	be	AUX
brj-24227	158	20	included	include	VERB
brj-24227	158	21	.	.	PUNCT
brj-24227	159	1	the	the	DET
brj-24227	159	2	mathematical	mathematical	ADJ
brj-24227	159	3	model	model	NOUN
brj-24227	159	4	of	of	ADP
brj-24227	159	5	structure	structure	NOUN
brj-24227	159	6	is	be	AUX
brj-24227	159	7	idealized	idealize	VERB
brj-24227	159	8	with	with	ADP
brj-24227	159	9	frame	frame	NOUN
brj-24227	159	10	elements	element	NOUN
brj-24227	159	11	.	.	PUNCT
brj-24227	160	1	this	this	DET
brj-24227	160	2	model	model	NOUN
brj-24227	160	3	is	be	AUX
brj-24227	160	4	developed	develop	VERB
brj-24227	160	5	with	with	ADP
brj-24227	160	6	regarding	regard	VERB
brj-24227	160	7	to	to	ADP
brj-24227	160	8	structural	structural	ADJ
brj-24227	160	9	engineering	engineering	NOUN
brj-24227	160	10	design	design	NOUN
brj-24227	160	11	practices	practice	NOUN
brj-24227	160	12	such	such	ADJ
brj-24227	160	13	as	as	ADP
brj-24227	160	14	codebased	codebase	VERB
brj-24227	160	15	performance	performance	NOUN
brj-24227	160	16	evaluation	evaluation	NOUN
brj-24227	160	17	of	of	ADP
brj-24227	160	18	a	a	DET
brj-24227	160	19	structure	structure	NOUN
brj-24227	160	20	.	.	PUNCT
brj-24227	161	1	for	for	ADP
brj-24227	161	2	this	this	DET
brj-24227	161	3	job	job	NOUN
brj-24227	161	4	,	,	PUNCT
brj-24227	161	5	inelastic	inelastic	ADJ
brj-24227	161	6	material	material	NOUN
brj-24227	161	7	modelling	modelling	NOUN
brj-24227	161	8	is	be	AUX
brj-24227	161	9	suggested	suggest	VERB
brj-24227	161	10	to	to	PART
brj-24227	161	11	illustrate	illustrate	VERB
brj-24227	161	12	real	real	ADJ
brj-24227	161	13	behaviour	behaviour	NOUN
brj-24227	161	14	of	of	ADP
brj-24227	161	15	a	a	DET
brj-24227	161	16	structure	structure	NOUN
brj-24227	161	17	.	.	PUNCT
brj-24227	162	1	to	to	ADP
brj-24227	162	2	this	this	DET
brj-24227	162	3	extent	extent	NOUN
brj-24227	162	4	,	,	PUNCT
brj-24227	162	5	general	general	ADJ
brj-24227	162	6	load	load	NOUN
brj-24227	162	7	arrangements	arrangement	NOUN
brj-24227	162	8	were	be	AUX
brj-24227	162	9	considered	consider	VERB
brj-24227	162	10	,	,	PUNCT
brj-24227	162	11	including	include	VERB
brj-24227	162	12	imposed	impose	VERB
brj-24227	162	13	,	,	PUNCT
brj-24227	162	14	point	point	NOUN
brj-24227	162	15	,	,	PUNCT
brj-24227	162	16	or	or	CCONJ
brj-24227	162	17	a	a	DET
brj-24227	162	18	joint	joint	ADJ
brj-24227	162	19	load	load	NOUN
brj-24227	162	20	.	.	PUNCT
brj-24227	163	1	however	however	ADV
brj-24227	163	2	,	,	PUNCT
brj-24227	163	3	a	a	DET
brj-24227	163	4	structure	structure	NOUN
brj-24227	163	5	can	can	AUX
brj-24227	163	6	be	be	AUX
brj-24227	163	7	subjected	subject	VERB
brj-24227	163	8	to	to	ADP
brj-24227	163	9	a	a	DET
brj-24227	163	10	local	local	ADJ
brj-24227	163	11	load	load	NOUN
brj-24227	163	12	such	such	ADJ
brj-24227	163	13	as	as	ADP
brj-24227	163	14	an	an	DET
brj-24227	163	15	impact	impact	NOUN
brj-24227	163	16	,	,	PUNCT
brj-24227	163	17	blast	blast	NOUN
brj-24227	163	18	,	,	PUNCT
brj-24227	163	19	etc	etc	X
brj-24227	163	20	.	.	X
brj-24227	163	21	moreover	moreover	ADV
brj-24227	163	22	,	,	PUNCT
brj-24227	163	23	local	local	ADJ
brj-24227	163	24	discontinuities	discontinuity	NOUN
brj-24227	163	25	of	of	ADP
brj-24227	163	26	a	a	DET
brj-24227	163	27	structure	structure	NOUN
brj-24227	163	28	can	can	AUX
brj-24227	163	29	not	not	PART
brj-24227	163	30	be	be	AUX
brj-24227	163	31	studied	study	VERB
brj-24227	163	32	with	with	ADP
brj-24227	163	33	frame	frame	NOUN
brj-24227	163	34	idealization	idealization	NOUN
brj-24227	163	35	.	.	PUNCT
brj-24227	164	1	to	to	PART
brj-24227	164	2	overcome	overcome	VERB
brj-24227	164	3	this	this	DET
brj-24227	164	4	drawback	drawback	NOUN
brj-24227	164	5	,	,	PUNCT
brj-24227	164	6	model	model	NOUN
brj-24227	164	7	4	4	NUM
brj-24227	164	8	is	be	AUX
brj-24227	164	9	proposed	propose	VERB
brj-24227	164	10	.	.	PUNCT
brj-24227	165	1	in	in	ADP
brj-24227	165	2	this	this	DET
brj-24227	165	3	model	model	NOUN
brj-24227	165	4	,	,	PUNCT
brj-24227	165	5	the	the	DET
brj-24227	165	6	mathematical	mathematical	ADJ
brj-24227	165	7	idealization	idealization	NOUN
brj-24227	165	8	of	of	ADP
brj-24227	165	9	a	a	DET
brj-24227	165	10	structure	structure	NOUN
brj-24227	165	11	is	be	AUX
brj-24227	165	12	performed	perform	VERB
brj-24227	165	13	with	with	ADP
brj-24227	165	14	plane	plane	NOUN
brj-24227	165	15	finite	finite	ADJ
brj-24227	165	16	elements	element	NOUN
brj-24227	165	17	.	.	PUNCT
brj-24227	166	1	there	there	PRON
brj-24227	166	2	are	be	VERB
brj-24227	166	3	many	many	ADJ
brj-24227	166	4	types	type	NOUN
brj-24227	166	5	of	of	ADP
brj-24227	166	6	planar	planar	ADJ
brj-24227	166	7	finite	finite	ADJ
brj-24227	166	8	elements	element	NOUN
brj-24227	166	9	available	available	ADJ
brj-24227	166	10	in	in	ADP
brj-24227	166	11	literature	literature	NOUN
brj-24227	166	12	,	,	PUNCT
brj-24227	166	13	such	such	ADJ
brj-24227	166	14	as	as	ADP
brj-24227	166	15	thick	thick	ADJ
brj-24227	166	16	or	or	CCONJ
brj-24227	166	17	thin	thin	ADJ
brj-24227	166	18	shell	shell	NOUN
brj-24227	166	19	,	,	PUNCT
brj-24227	166	20	plane	plane	NOUN
brj-24227	166	21	stress	stress	NOUN
brj-24227	166	22	elements	element	NOUN
brj-24227	166	23	,	,	PUNCT
brj-24227	166	24	composite	composite	ADJ
brj-24227	166	25	shells	shell	NOUN
brj-24227	166	26	,	,	PUNCT
brj-24227	166	27	etc	etc	X
brj-24227	166	28	.	.	X
brj-24227	167	1	in	in	ADP
brj-24227	167	2	this	this	DET
brj-24227	167	3	model	model	NOUN
brj-24227	167	4	,	,	PUNCT
brj-24227	167	5	based	base	VERB
brj-24227	167	6	on	on	ADP
brj-24227	167	7	the	the	DET
brj-24227	167	8	relevant	relevant	ADJ
brj-24227	167	9	material	material	NOUN
brj-24227	167	10	and	and	CCONJ
brj-24227	167	11	problem	problem	NOUN
brj-24227	167	12	,	,	PUNCT
brj-24227	167	13	an	an	DET
brj-24227	167	14	appropriate	appropriate	ADJ
brj-24227	167	15	plane	plane	NOUN
brj-24227	167	16	element	element	NOUN
brj-24227	167	17	is	be	AUX
brj-24227	167	18	used	use	VERB
brj-24227	167	19	.	.	PUNCT
brj-24227	168	1	the	the	DET
brj-24227	168	2	material	material	NOUN
brj-24227	168	3	is	be	AUX
brj-24227	168	4	modelled	model	VERB
brj-24227	168	5	as	as	ADP
brj-24227	168	6	totally	totally	ADV
brj-24227	168	7	nonlinear	nonlinear	ADJ
brj-24227	168	8	.	.	PUNCT
brj-24227	169	1	based	base	VERB
brj-24227	169	2	on	on	ADP
brj-24227	169	3	material	material	NOUN
brj-24227	169	4	properties	property	NOUN
brj-24227	169	5	,	,	PUNCT
brj-24227	169	6	elastic	elastic	ADJ
brj-24227	169	7	-	-	PUNCT
brj-24227	169	8	plastic	plastic	NOUN
brj-24227	169	9	idealisation	idealisation	NOUN
brj-24227	169	10	with	with	ADP
brj-24227	169	11	strain	strain	NOUN
brj-24227	169	12	hardening	harden	VERB
brj-24227	169	13	/	/	SYM
brj-24227	169	14	softening	softening	NOUN
brj-24227	169	15	can	can	AUX
brj-24227	169	16	be	be	AUX
brj-24227	169	17	included	include	VERB
brj-24227	169	18	.	.	PUNCT
brj-24227	170	1	to	to	PART
brj-24227	170	2	accurately	accurately	ADV
brj-24227	170	3	model	model	VERB
brj-24227	170	4	the	the	DET
brj-24227	170	5	inelastic	inelastic	ADJ
brj-24227	170	6	behaviour	behaviour	NOUN
brj-24227	170	7	of	of	ADP
brj-24227	170	8	a	a	DET
brj-24227	170	9	structure	structure	NOUN
brj-24227	170	10	,	,	PUNCT
brj-24227	170	11	fracture	fracture	NOUN
brj-24227	170	12	mechanics	mechanic	NOUN
brj-24227	170	13	should	should	AUX
brj-24227	170	14	also	also	ADV
brj-24227	170	15	be	be	AUX
brj-24227	170	16	included	include	VERB
brj-24227	170	17	.	.	PUNCT
brj-24227	171	1	failure	failure	NOUN
brj-24227	171	2	criterion	criterion	NOUN
brj-24227	171	3	is	be	AUX
brj-24227	171	4	considered	consider	VERB
brj-24227	171	5	for	for	ADP
brj-24227	171	6	this	this	DET
brj-24227	171	7	task	task	NOUN
brj-24227	171	8	.	.	PUNCT
brj-24227	172	1	depending	depend	VERB
brj-24227	172	2	on	on	ADP
brj-24227	172	3	the	the	DET
brj-24227	172	4	problem	problem	NOUN
brj-24227	172	5	,	,	PUNCT
brj-24227	172	6	anisotropic	anisotropic	NOUN
brj-24227	172	7	or	or	CCONJ
brj-24227	172	8	isotropic	isotropic	ADJ
brj-24227	172	9	failure	failure	NOUN
brj-24227	172	10	criteria	criterion	NOUN
brj-24227	172	11	can	can	AUX
brj-24227	172	12	be	be	AUX
brj-24227	172	13	used	use	VERB
brj-24227	172	14	.	.	PUNCT
brj-24227	173	1	second	second	ADJ
brj-24227	173	2	-	-	PUNCT
brj-24227	173	3	order	order	NOUN
brj-24227	173	4	static	static	ADJ
brj-24227	173	5	analysis	analysis	NOUN
brj-24227	173	6	should	should	AUX
brj-24227	173	7	be	be	AUX
brj-24227	173	8	performed	perform	VERB
brj-24227	173	9	with	with	ADP
brj-24227	173	10	respect	respect	NOUN
brj-24227	173	11	to	to	ADP
brj-24227	173	12	the	the	DET
brj-24227	173	13	p-∆	p-∆	PROPN
brj-24227	173	14	effect	effect	NOUN
brj-24227	173	15	.	.	PUNCT
brj-24227	174	1	however	however	ADV
brj-24227	174	2	,	,	PUNCT
brj-24227	174	3	geometric	geometric	ADJ
brj-24227	174	4	nonlinearities	nonlinearitie	NOUN
brj-24227	174	5	such	such	ADJ
brj-24227	174	6	as	as	ADP
brj-24227	174	7	contact	contact	NOUN
brj-24227	174	8	between	between	ADP
brj-24227	174	9	elements	element	NOUN
brj-24227	174	10	is	be	AUX
brj-24227	174	11	ignored	ignore	VERB
brj-24227	174	12	.	.	PUNCT
brj-24227	175	1	slip	slip	NOUN
brj-24227	175	2	-	-	PUNCT
brj-24227	175	3	like	like	ADJ
brj-24227	175	4	interactions	interaction	NOUN
brj-24227	175	5	between	between	ADP
brj-24227	175	6	elements	element	NOUN
brj-24227	175	7	are	be	AUX
brj-24227	175	8	not	not	PART
brj-24227	175	9	included	include	VERB
brj-24227	175	10	in	in	ADP
brj-24227	175	11	this	this	DET
brj-24227	175	12	model	model	NOUN
brj-24227	175	13	.	.	PUNCT
brj-24227	176	1	thus	thus	ADV
brj-24227	176	2	far	far	ADV
brj-24227	176	3	,	,	PUNCT
brj-24227	176	4	models	model	NOUN
brj-24227	176	5	were	be	AUX
brj-24227	176	6	proposed	propose	VERB
brj-24227	176	7	to	to	PART
brj-24227	176	8	study	study	VERB
brj-24227	176	9	a	a	DET
brj-24227	176	10	specific	specific	ADJ
brj-24227	176	11	problem	problem	NOUN
brj-24227	176	12	with	with	ADP
brj-24227	176	13	some	some	DET
brj-24227	176	14	assumptions	assumption	NOUN
brj-24227	176	15	.	.	PUNCT
brj-24227	177	1	ignoring	ignore	VERB
brj-24227	177	2	some	some	DET
brj-24227	177	3	interactions	interaction	NOUN
brj-24227	177	4	and	and	CCONJ
brj-24227	177	5	inelasticity	inelasticity	NOUN
brj-24227	177	6	may	may	AUX
brj-24227	177	7	lead	lead	VERB
brj-24227	177	8	to	to	ADP
brj-24227	177	9	miscalculation	miscalculation	NOUN
brj-24227	177	10	.	.	PUNCT
brj-24227	178	1	therefore	therefore	ADV
brj-24227	178	2	,	,	PUNCT
brj-24227	178	3	model	model	NOUN
brj-24227	178	4	5	5	NUM
brj-24227	178	5	is	be	AUX
brj-24227	178	6	proposed	propose	VERB
brj-24227	178	7	based	base	VERB
brj-24227	178	8	on	on	ADP
brj-24227	178	9	comprehensive	comprehensive	ADJ
brj-24227	178	10	finite	finite	PROPN
brj-24227	178	11	element	element	NOUN
brj-24227	178	12	models	model	NOUN
brj-24227	178	13	without	without	ADP
brj-24227	178	14	ignoring	ignore	VERB
brj-24227	178	15	geometric	geometric	ADJ
brj-24227	178	16	and	and	CCONJ
brj-24227	178	17	material	material	NOUN
brj-24227	178	18	nonlinearities	nonlinearitie	NOUN
brj-24227	178	19	.	.	PUNCT
brj-24227	179	1	in	in	ADP
brj-24227	179	2	this	this	DET
brj-24227	179	3	model	model	NOUN
brj-24227	179	4	,	,	PUNCT
brj-24227	179	5	structural	structural	ADJ
brj-24227	179	6	idealisation	idealisation	NOUN
brj-24227	179	7	is	be	AUX
brj-24227	179	8	realized	realize	VERB
brj-24227	179	9	with	with	ADP
brj-24227	179	10	solid	solid	ADJ
brj-24227	179	11	finite	finite	ADJ
brj-24227	179	12	elements	element	NOUN
brj-24227	179	13	with	with	ADP
brj-24227	179	14	inelastic	inelastic	ADJ
brj-24227	179	15	material	material	NOUN
brj-24227	179	16	models	model	NOUN
brj-24227	179	17	.	.	PUNCT
brj-24227	180	1	fracture	fracture	NOUN
brj-24227	180	2	mechanics	mechanic	NOUN
brj-24227	180	3	are	be	AUX
brj-24227	180	4	also	also	ADV
brj-24227	180	5	included	include	VERB
brj-24227	180	6	to	to	PART
brj-24227	180	7	capture	capture	VERB
brj-24227	180	8	the	the	DET
brj-24227	180	9	total	total	ADJ
brj-24227	180	10	behaviour	behaviour	NOUN
brj-24227	180	11	up	up	ADP
brj-24227	180	12	to	to	ADP
brj-24227	180	13	structural	structural	ADJ
brj-24227	180	14	failure	failure	NOUN
brj-24227	180	15	.	.	PUNCT
brj-24227	181	1	example	example	NOUN
brj-24227	181	2	in	in	ADP
brj-24227	181	3	accordance	accordance	NOUN
brj-24227	181	4	with	with	ADP
brj-24227	181	5	the	the	DET
brj-24227	181	6	model	model	NOUN
brj-24227	181	7	definitions	definition	NOUN
brj-24227	181	8	,	,	PUNCT
brj-24227	181	9	a	a	DET
brj-24227	181	10	timber	timber	NOUN
brj-24227	181	11	structure	structure	NOUN
brj-24227	181	12	was	be	AUX
brj-24227	181	13	included	include	VERB
brj-24227	181	14	in	in	ADP
brj-24227	181	15	the	the	DET
brj-24227	181	16	study	study	NOUN
brj-24227	181	17	to	to	PART
brj-24227	181	18	investigate	investigate	VERB
brj-24227	181	19	the	the	DET
brj-24227	181	20	efficiency	efficiency	NOUN
brj-24227	181	21	of	of	ADP
brj-24227	181	22	the	the	DET
brj-24227	181	23	models	model	NOUN
brj-24227	181	24	.	.	PUNCT
brj-24227	182	1	the	the	DET
brj-24227	182	2	selected	select	VERB
brj-24227	182	3	timber	timber	NOUN
brj-24227	182	4	structure	structure	NOUN
brj-24227	182	5	has	have	AUX
brj-24227	182	6	nonlinearities	nonlinearitie	NOUN
brj-24227	182	7	,	,	PUNCT
brj-24227	182	8	statically	statically	ADV
brj-24227	182	9	determinate	determinate	VERB
brj-24227	182	10	and	and	CCONJ
brj-24227	182	11	ductile	ductile	NOUN
brj-24227	182	12	joints	joint	NOUN
brj-24227	182	13	,	,	PUNCT
brj-24227	182	14	which	which	PRON
brj-24227	182	15	are	be	AUX
brj-24227	182	16	crucial	crucial	ADJ
brj-24227	182	17	to	to	PART
brj-24227	182	18	illustrate	illustrate	VERB
brj-24227	182	19	modelling	modelling	NOUN
brj-24227	182	20	aspects	aspect	NOUN
brj-24227	182	21	and	and	CCONJ
brj-24227	182	22	study	study	NOUN
brj-24227	182	23	modelling	modelling	NOUN
brj-24227	182	24	efficiencies	efficiency	NOUN
brj-24227	182	25	.	.	PUNCT
brj-24227	183	1	the	the	DET
brj-24227	183	2	example	example	NOUN
brj-24227	183	3	used	use	VERB
brj-24227	183	4	in	in	ADP
brj-24227	183	5	this	this	DET
brj-24227	183	6	study	study	NOUN
brj-24227	183	7	was	be	AUX
brj-24227	183	8	adopted	adopt	VERB
brj-24227	183	9	from	from	ADP
brj-24227	183	10	vallee	vallee	PROPN
brj-24227	183	11	et	et	PROPN
brj-24227	183	12	al	al	PROPN
brj-24227	183	13	.	.	PROPN
brj-24227	184	1	(	(	PUNCT
brj-24227	184	2	2011	2011	NUM
brj-24227	184	3	)	)	PUNCT
brj-24227	184	4	.	.	PUNCT
brj-24227	185	1	the	the	DET
brj-24227	185	2	structure	structure	NOUN
brj-24227	185	3	under	under	ADP
brj-24227	185	4	study	study	NOUN
brj-24227	185	5	is	be	AUX
brj-24227	185	6	a	a	DET
brj-24227	185	7	timber	timber	NOUN
brj-24227	185	8	truss	truss	NOUN
brj-24227	185	9	with	with	ADP
brj-24227	185	10	steel	steel	NOUN
brj-24227	185	11	plates	plate	NOUN
brj-24227	185	12	dowelled	dowelle	VERB
brj-24227	185	13	into	into	ADP
brj-24227	185	14	truss	truss	ADJ
brj-24227	185	15	members	member	NOUN
brj-24227	185	16	.	.	PUNCT
brj-24227	186	1	the	the	DET
brj-24227	186	2	truss	truss	NOUN
brj-24227	186	3	consists	consist	VERB
brj-24227	186	4	of	of	ADP
brj-24227	186	5	seven	seven	NUM
brj-24227	186	6	nodes	node	NOUN
brj-24227	186	7	,	,	PUNCT
brj-24227	186	8	and	and	CCONJ
brj-24227	186	9	it	it	PRON
brj-24227	186	10	is	be	AUX
brj-24227	186	11	restrained	restrain	VERB
brj-24227	186	12	at	at	ADP
brj-24227	186	13	the	the	DET
brj-24227	186	14	span	span	NOUN
brj-24227	186	15	ends	end	VERB
brj-24227	186	16	.	.	PUNCT
brj-24227	187	1	monotonic	monotonic	ADJ
brj-24227	187	2	loading	loading	NOUN
brj-24227	187	3	was	be	AUX
brj-24227	187	4	applied	apply	VERB
brj-24227	187	5	at	at	ADP
brj-24227	187	6	midspan	midspan	NOUN
brj-24227	187	7	up	up	ADP
brj-24227	187	8	to	to	ADP
brj-24227	187	9	failure	failure	NOUN
brj-24227	187	10	.	.	PUNCT
brj-24227	188	1	the	the	DET
brj-24227	188	2	truss	truss	ADJ
brj-24227	188	3	geometry	geometry	NOUN
brj-24227	188	4	and	and	CCONJ
brj-24227	188	5	the	the	DET
brj-24227	188	6	loading	loading	NOUN
brj-24227	188	7	scheme	scheme	NOUN
brj-24227	188	8	are	be	AUX
brj-24227	188	9	illustrated	illustrate	VERB
brj-24227	188	10	in	in	ADP
brj-24227	188	11	fig	fig	NOUN
brj-24227	188	12	.	.	PUNCT
brj-24227	189	1	4	4	NUM
brj-24227	189	2	.	.	X
brj-24227	189	3	peer	peer	NOUN
brj-24227	189	4	-	-	PUNCT
brj-24227	189	5	reviewed	review	VERB
brj-24227	189	6	article	article	NOUN
brj-24227	189	7	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	189	8	celik	celik	VERB
brj-24227	189	9	et	et	PROPN
brj-24227	189	10	al	al	PROPN
brj-24227	189	11	.	.	PROPN
brj-24227	190	1	(	(	PUNCT
brj-24227	190	2	2025	2025	NUM
brj-24227	190	3	)	)	PUNCT
brj-24227	190	4	.	.	PUNCT
brj-24227	191	1	“	"	PUNCT
brj-24227	191	2	timber	timber	NOUN
brj-24227	191	3	structure	structure	NOUN
brj-24227	191	4	model	model	NOUN
brj-24227	191	5	options	option	NOUN
brj-24227	191	6	,	,	PUNCT
brj-24227	191	7	”	"	PUNCT
brj-24227	191	8	bioresources	bioresource	NOUN
brj-24227	191	9	20(2	20(2	NUM
brj-24227	191	10	)	)	PUNCT
brj-24227	191	11	,	,	PUNCT
brj-24227	191	12	3587	3587	NUM
brj-24227	191	13	-	-	SYM
brj-24227	191	14	3603	3603	NUM
brj-24227	191	15	.	.	PUNCT
brj-24227	192	1	3593	3593	NUM
brj-24227	192	2	fig	fig	NOUN
brj-24227	192	3	.	.	PUNCT
brj-24227	193	1	4	4	X
brj-24227	193	2	.	.	X
brj-24227	193	3	truss	truss	ADJ
brj-24227	193	4	geometry	geometry	NOUN
brj-24227	193	5	(	(	PUNCT
brj-24227	193	6	a	a	NOUN
brj-24227	193	7	)	)	PUNCT
brj-24227	193	8	(	(	PUNCT
brj-24227	193	9	b	b	X
brj-24227	193	10	)	)	PUNCT
brj-24227	193	11	fig	fig	NOUN
brj-24227	193	12	.	.	PUNCT
brj-24227	194	1	5	5	NUM
brj-24227	194	2	.	.	X
brj-24227	194	3	(	(	PUNCT
brj-24227	194	4	a	a	X
brj-24227	194	5	)	)	PUNCT
brj-24227	194	6	3d	3d	NUM
brj-24227	194	7	view	view	NOUN
brj-24227	194	8	of	of	ADP
brj-24227	194	9	the	the	DET
brj-24227	194	10	truss	truss	NOUN
brj-24227	194	11	;	;	PUNCT
brj-24227	194	12	(	(	PUNCT
brj-24227	194	13	b	b	X
brj-24227	194	14	)	)	PUNCT
brj-24227	194	15	joint	joint	ADJ
brj-24227	194	16	detail	detail	NOUN
brj-24227	194	17	the	the	DET
brj-24227	194	18	truss	truss	NOUN
brj-24227	194	19	was	be	AUX
brj-24227	194	20	constructed	construct	VERB
brj-24227	194	21	from	from	ADP
brj-24227	194	22	picea	picea	NOUN
brj-24227	194	23	abies	abie	NOUN
brj-24227	194	24	.	.	PUNCT
brj-24227	195	1	the	the	DET
brj-24227	195	2	strength	strength	NOUN
brj-24227	195	3	parameters	parameter	NOUN
brj-24227	195	4	were	be	AUX
brj-24227	195	5	determined	determine	VERB
brj-24227	195	6	through	through	ADP
brj-24227	195	7	testing	testing	NOUN
brj-24227	195	8	and	and	CCONJ
brj-24227	195	9	are	be	AUX
brj-24227	195	10	given	give	VERB
brj-24227	195	11	in	in	ADP
brj-24227	195	12	table	table	NOUN
brj-24227	195	13	1	1	NUM
brj-24227	195	14	.	.	PUNCT
brj-24227	196	1	all	all	DET
brj-24227	196	2	timber	timber	NOUN
brj-24227	196	3	and	and	CCONJ
brj-24227	196	4	connection	connection	NOUN
brj-24227	196	5	elements	element	NOUN
brj-24227	196	6	have	have	VERB
brj-24227	196	7	the	the	DET
brj-24227	196	8	same	same	ADJ
brj-24227	196	9	properties	property	NOUN
brj-24227	196	10	.	.	PUNCT
brj-24227	197	1	the	the	DET
brj-24227	197	2	timber	timber	NOUN
brj-24227	197	3	elements	element	NOUN
brj-24227	197	4	were	be	AUX
brj-24227	197	5	75x75	75x75	NUM
brj-24227	197	6	mm	mm	PROPN
brj-24227	197	7	square	square	NOUN
brj-24227	197	8	and	and	CCONJ
brj-24227	197	9	the	the	DET
brj-24227	197	10	steel	steel	NOUN
brj-24227	197	11	plates	plate	NOUN
brj-24227	197	12	peer	peer	NOUN
brj-24227	197	13	-	-	PUNCT
brj-24227	197	14	reviewed	review	VERB
brj-24227	197	15	article	article	NOUN
brj-24227	197	16	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	197	17	celik	celik	VERB
brj-24227	197	18	et	et	PROPN
brj-24227	197	19	al	al	PROPN
brj-24227	197	20	.	.	PROPN
brj-24227	198	1	(	(	PUNCT
brj-24227	198	2	2025	2025	NUM
brj-24227	198	3	)	)	PUNCT
brj-24227	198	4	.	.	PUNCT
brj-24227	199	1	“	"	PUNCT
brj-24227	199	2	timber	timber	NOUN
brj-24227	199	3	structure	structure	NOUN
brj-24227	199	4	model	model	NOUN
brj-24227	199	5	options	option	NOUN
brj-24227	199	6	,	,	PUNCT
brj-24227	199	7	”	"	PUNCT
brj-24227	199	8	bioresources	bioresource	NOUN
brj-24227	199	9	20(2	20(2	NUM
brj-24227	199	10	)	)	PUNCT
brj-24227	199	11	,	,	PUNCT
brj-24227	199	12	3587	3587	NUM
brj-24227	199	13	-	-	SYM
brj-24227	199	14	3603	3603	NUM
brj-24227	199	15	.	.	PUNCT
brj-24227	200	1	3594	3594	NUM
brj-24227	200	2	at	at	ADP
brj-24227	200	3	the	the	DET
brj-24227	200	4	joint	joint	NOUN
brj-24227	200	5	were	be	AUX
brj-24227	200	6	5	5	NUM
brj-24227	200	7	mm	mm	NOUN
brj-24227	200	8	thickness	thickness	NOUN
brj-24227	200	9	.	.	PUNCT
brj-24227	201	1	timbers	timber	NOUN
brj-24227	201	2	and	and	CCONJ
brj-24227	201	3	plates	plate	NOUN
brj-24227	201	4	were	be	AUX
brj-24227	201	5	connected	connect	VERB
brj-24227	201	6	with	with	ADP
brj-24227	201	7	four	four	NUM
brj-24227	201	8	8	8	NUM
brj-24227	201	9	mm	mm	NOUN
brj-24227	201	10	steel	steel	NOUN
brj-24227	201	11	dowels	dowel	NOUN
brj-24227	201	12	.	.	PUNCT
brj-24227	202	1	steel	steel	NOUN
brj-24227	202	2	plates	plate	NOUN
brj-24227	202	3	were	be	AUX
brj-24227	202	4	socketed	sockete	VERB
brj-24227	202	5	120	120	NUM
brj-24227	202	6	mm	mm	NOUN
brj-24227	202	7	inside	inside	ADV
brj-24227	202	8	to	to	ADP
brj-24227	202	9	truss	truss	NOUN
brj-24227	202	10	members	member	NOUN
brj-24227	202	11	.	.	PUNCT
brj-24227	203	1	the	the	DET
brj-24227	203	2	truss	truss	NOUN
brj-24227	203	3	and	and	CCONJ
brj-24227	203	4	connection	connection	NOUN
brj-24227	203	5	are	be	AUX
brj-24227	203	6	shown	show	VERB
brj-24227	203	7	in	in	ADP
brj-24227	203	8	fig	fig	NOUN
brj-24227	203	9	.	.	PUNCT
brj-24227	204	1	5	5	X
brj-24227	204	2	.	.	X
brj-24227	204	3	table	table	NOUN
brj-24227	204	4	1	1	NUM
brj-24227	204	5	.	.	PUNCT
brj-24227	204	6	material	material	NOUN
brj-24227	204	7	properties	property	NOUN
brj-24227	204	8	of	of	ADP
brj-24227	204	9	truss	truss	NOUN
brj-24227	204	10	ex	ex	X
brj-24227	204	11	17900	17900	NUM
brj-24227	204	12	n	n	CCONJ
brj-24227	204	13	/	/	SYM
brj-24227	204	14	mm2	mm2	NOUN
brj-24227	204	15	ey	ey	PROPN
brj-24227	204	16	11000	11000	NUM
brj-24227	204	17	n	n	CCONJ
brj-24227	204	18	/	/	SYM
brj-24227	204	19	mm2	mm2	PROPN
brj-24227	204	20	uxz	uxz	PROPN
brj-24227	204	21	0.4	0.4	NUM
brj-24227	204	22	yyz	yyz	PROPN
brj-24227	204	23	0.4	0.4	NUM
brj-24227	205	1	fo	fo	ADP
brj-24227	205	2	98.2	98.2	NUM
brj-24227	205	3	n	n	CCONJ
brj-24227	205	4	/	/	SYM
brj-24227	205	5	mm2	mm2	NOUN
brj-24227	205	6	f90	f90	PROPN
brj-24227	205	7	4.5	4.5	NUM
brj-24227	205	8	n	n	CCONJ
brj-24227	205	9	/	/	SYM
brj-24227	205	10	mm2	mm2	NOUN
brj-24227	205	11	fxy	fxy	X
brj-24227	205	12	16.5	16.5	NUM
brj-24227	205	13	n	n	NOUN
brj-24227	205	14	/	/	SYM
brj-24227	205	15	mm2	mm2	NOUN
brj-24227	205	16	where	where	SCONJ
brj-24227	205	17	,	,	PUNCT
brj-24227	205	18	e	e	PROPN
brj-24227	205	19	is	be	AUX
brj-24227	205	20	modulus	modulus	NOUN
brj-24227	205	21	of	of	ADP
brj-24227	205	22	elasticity	elasticity	NOUN
brj-24227	205	23	,	,	PUNCT
brj-24227	205	24	u	u	NOUN
brj-24227	205	25	is	be	AUX
brj-24227	205	26	poisson	poisson	NOUN
brj-24227	205	27	ratio	ratio	NOUN
brj-24227	205	28	,	,	PUNCT
brj-24227	205	29	f	f	PROPN
brj-24227	205	30	is	be	AUX
brj-24227	205	31	strength	strength	NOUN
brj-24227	205	32	,	,	PUNCT
brj-24227	205	33	0/90	0/90	NUM
brj-24227	205	34	load	load	NOUN
brj-24227	205	35	angle	angle	NOUN
brj-24227	205	36	model	model	NOUN
brj-24227	205	37	1	1	NUM
brj-24227	205	38	to	to	PART
brj-24227	205	39	analyse	analyse	VERB
brj-24227	205	40	the	the	DET
brj-24227	205	41	truss	truss	NOUN
brj-24227	205	42	using	use	VERB
brj-24227	205	43	model	model	NOUN
brj-24227	205	44	1	1	NUM
brj-24227	205	45	,	,	PUNCT
brj-24227	205	46	the	the	DET
brj-24227	205	47	structure	structure	NOUN
brj-24227	205	48	was	be	AUX
brj-24227	205	49	idealised	idealise	VERB
brj-24227	205	50	with	with	ADP
brj-24227	205	51	truss	truss	ADJ
brj-24227	205	52	elements	element	NOUN
brj-24227	205	53	.	.	PUNCT
brj-24227	206	1	in	in	ADP
brj-24227	206	2	this	this	DET
brj-24227	206	3	idealisation	idealisation	NOUN
brj-24227	206	4	,	,	PUNCT
brj-24227	206	5	deformations	deformation	NOUN
brj-24227	206	6	that	that	PRON
brj-24227	206	7	differ	differ	VERB
brj-24227	206	8	from	from	ADP
brj-24227	206	9	axial	axial	ADJ
brj-24227	206	10	strain	strain	NOUN
brj-24227	206	11	are	be	AUX
brj-24227	206	12	ignored	ignore	VERB
brj-24227	206	13	.	.	PUNCT
brj-24227	207	1	this	this	PRON
brj-24227	207	2	means	mean	VERB
brj-24227	207	3	that	that	SCONJ
brj-24227	207	4	only	only	ADV
brj-24227	207	5	the	the	DET
brj-24227	207	6	axial	axial	ADJ
brj-24227	207	7	stiffness	stiffness	NOUN
brj-24227	207	8	of	of	ADP
brj-24227	207	9	the	the	DET
brj-24227	207	10	elements	element	NOUN
brj-24227	207	11	is	be	AUX
brj-24227	207	12	considered	consider	VERB
brj-24227	207	13	.	.	PUNCT
brj-24227	208	1	the	the	DET
brj-24227	208	2	timber	timber	NOUN
brj-24227	208	3	elements	element	NOUN
brj-24227	208	4	were	be	AUX
brj-24227	208	5	modelled	model	VERB
brj-24227	208	6	as	as	ADP
brj-24227	208	7	a	a	DET
brj-24227	208	8	symmetric	symmetric	ADJ
brj-24227	208	9	orthotropic	orthotropic	ADJ
brj-24227	208	10	material	material	NOUN
brj-24227	208	11	(	(	PUNCT
brj-24227	208	12	fig	fig	NOUN
brj-24227	208	13	.	.	NOUN
brj-24227	208	14	1	1	NUM
brj-24227	208	15	)	)	PUNCT
brj-24227	208	16	.	.	PUNCT
brj-24227	209	1	symmetric	symmetric	ADJ
brj-24227	209	2	orthotropy	orthotropy	NOUN
brj-24227	209	3	states	state	VERB
brj-24227	209	4	that	that	SCONJ
brj-24227	209	5	an	an	DET
brj-24227	209	6	anisotropic	anisotropic	NOUN
brj-24227	209	7	material	material	NOUN
brj-24227	209	8	can	can	AUX
brj-24227	209	9	be	be	AUX
brj-24227	209	10	determined	determine	VERB
brj-24227	209	11	with	with	ADP
brj-24227	209	12	only	only	ADV
brj-24227	209	13	two	two	NUM
brj-24227	209	14	different	different	ADJ
brj-24227	209	15	axial	axial	ADJ
brj-24227	209	16	behaviours	behaviour	NOUN
brj-24227	209	17	due	due	ADP
brj-24227	209	18	to	to	ADP
brj-24227	209	19	the	the	DET
brj-24227	209	20	symmetry	symmetry	NOUN
brj-24227	209	21	of	of	ADP
brj-24227	209	22	two	two	NUM
brj-24227	209	23	axes	axis	NOUN
brj-24227	209	24	.	.	PUNCT
brj-24227	210	1	timber	timber	NOUN
brj-24227	210	2	can	can	AUX
brj-24227	210	3	be	be	AUX
brj-24227	210	4	modelled	model	VERB
brj-24227	210	5	as	as	ADP
brj-24227	210	6	symmetric	symmetric	ADJ
brj-24227	210	7	orthotropic	orthotropic	NOUN
brj-24227	210	8	because	because	SCONJ
brj-24227	210	9	it	it	PRON
brj-24227	210	10	has	have	VERB
brj-24227	210	11	similar	similar	ADJ
brj-24227	210	12	properties	property	NOUN
brj-24227	210	13	in	in	ADP
brj-24227	210	14	the	the	DET
brj-24227	210	15	radial	radial	ADJ
brj-24227	210	16	and	and	CCONJ
brj-24227	210	17	tangential	tangential	ADJ
brj-24227	210	18	direction	direction	NOUN
brj-24227	210	19	.	.	PUNCT
brj-24227	211	1	consequently	consequently	ADV
brj-24227	211	2	,	,	PUNCT
brj-24227	211	3	timber	timber	PROPN
brj-24227	211	4	was	be	AUX
brj-24227	211	5	modelled	model	VERB
brj-24227	211	6	as	as	ADP
brj-24227	211	7	symmetric	symmetric	ADJ
brj-24227	211	8	orthotropic	orthotropic	NOUN
brj-24227	211	9	for	for	ADP
brj-24227	211	10	ease	ease	NOUN
brj-24227	211	11	of	of	ADP
brj-24227	211	12	modelling	modelling	NOUN
brj-24227	211	13	in	in	ADP
brj-24227	211	14	this	this	DET
brj-24227	211	15	study	study	NOUN
brj-24227	211	16	.	.	PUNCT
brj-24227	212	1	first	first	ADJ
brj-24227	212	2	order	order	NOUN
brj-24227	212	3	linear	linear	ADJ
brj-24227	212	4	analysis	analysis	NOUN
brj-24227	212	5	was	be	AUX
brj-24227	212	6	performed	perform	VERB
brj-24227	212	7	to	to	PART
brj-24227	212	8	obtain	obtain	VERB
brj-24227	212	9	the	the	DET
brj-24227	212	10	failure	failure	NOUN
brj-24227	212	11	load	load	NOUN
brj-24227	212	12	.	.	PUNCT
brj-24227	213	1	connection	connection	NOUN
brj-24227	213	2	properties	property	NOUN
brj-24227	213	3	were	be	AUX
brj-24227	213	4	not	not	PART
brj-24227	213	5	considered	consider	VERB
brj-24227	213	6	realistically	realistically	ADV
brj-24227	213	7	.	.	PUNCT
brj-24227	214	1	nonlinear	nonlinear	ADJ
brj-24227	214	2	behaviour	behaviour	NOUN
brj-24227	214	3	of	of	ADP
brj-24227	214	4	connections	connection	NOUN
brj-24227	214	5	was	be	AUX
brj-24227	214	6	ignored	ignore	VERB
brj-24227	214	7	,	,	PUNCT
brj-24227	214	8	and	and	CCONJ
brj-24227	214	9	all	all	DET
brj-24227	214	10	joints	joint	NOUN
brj-24227	214	11	were	be	AUX
brj-24227	214	12	assumed	assume	VERB
brj-24227	214	13	to	to	PART
brj-24227	214	14	be	be	AUX
brj-24227	214	15	perfectly	perfectly	ADV
brj-24227	214	16	hinged	hinge	VERB
brj-24227	214	17	and	and	CCONJ
brj-24227	214	18	idealised	idealise	VERB
brj-24227	214	19	as	as	ADP
brj-24227	214	20	truss	truss	NOUN
brj-24227	214	21	nodes	node	NOUN
brj-24227	214	22	.	.	PUNCT
brj-24227	215	1	the	the	DET
brj-24227	215	2	model	model	NOUN
brj-24227	215	3	and	and	CCONJ
brj-24227	215	4	deformed	deform	VERB
brj-24227	215	5	shape	shape	NOUN
brj-24227	215	6	of	of	ADP
brj-24227	215	7	the	the	DET
brj-24227	215	8	model	model	NOUN
brj-24227	215	9	are	be	AUX
brj-24227	215	10	shown	show	VERB
brj-24227	215	11	in	in	ADP
brj-24227	215	12	fig	fig	NOUN
brj-24227	215	13	.	.	PUNCT
brj-24227	216	1	6	6	NUM
brj-24227	216	2	.	.	X
brj-24227	216	3	the	the	DET
brj-24227	216	4	truss	truss	ADJ
brj-24227	216	5	elements	element	NOUN
brj-24227	216	6	were	be	AUX
brj-24227	216	7	defined	define	VERB
brj-24227	216	8	along	along	ADP
brj-24227	216	9	the	the	DET
brj-24227	216	10	timber	timber	NOUN
brj-24227	216	11	element	element	NOUN
brj-24227	216	12	axis	axis	NOUN
brj-24227	216	13	and	and	CCONJ
brj-24227	216	14	the	the	DET
brj-24227	216	15	nodes	node	NOUN
brj-24227	216	16	were	be	AUX
brj-24227	216	17	obtained	obtain	VERB
brj-24227	216	18	by	by	ADP
brj-24227	216	19	intersecting	intersecting	NOUN
brj-24227	216	20	of	of	ADP
brj-24227	216	21	the	the	DET
brj-24227	216	22	element	element	NOUN
brj-24227	216	23	axes	axis	NOUN
brj-24227	216	24	.	.	PUNCT
brj-24227	217	1	the	the	DET
brj-24227	217	2	analysis	analysis	NOUN
brj-24227	217	3	was	be	AUX
brj-24227	217	4	performed	perform	VERB
brj-24227	217	5	with	with	ADP
brj-24227	217	6	sap2000	sap2000	ADJ
brj-24227	217	7	(	(	PUNCT
brj-24227	217	8	2023	2023	NUM
brj-24227	217	9	)	)	PUNCT
brj-24227	217	10	.	.	PUNCT
brj-24227	218	1	in	in	ADP
brj-24227	218	2	model	model	NOUN
brj-24227	218	3	1	1	NUM
brj-24227	218	4	,	,	PUNCT
brj-24227	218	5	the	the	DET
brj-24227	218	6	failure	failure	NOUN
brj-24227	218	7	load	load	NOUN
brj-24227	218	8	was	be	AUX
brj-24227	218	9	determined	determine	VERB
brj-24227	218	10	by	by	ADP
brj-24227	218	11	the	the	DET
brj-24227	218	12	external	external	ADJ
brj-24227	218	13	load	load	NOUN
brj-24227	218	14	value	value	NOUN
brj-24227	218	15	at	at	ADP
brj-24227	218	16	a	a	DET
brj-24227	218	17	timber	timber	NOUN
brj-24227	218	18	element	element	NOUN
brj-24227	218	19	or	or	CCONJ
brj-24227	218	20	joint	joint	NOUN
brj-24227	218	21	reaching	reach	VERB
brj-24227	218	22	the	the	DET
brj-24227	218	23	elastic	elastic	ADJ
brj-24227	218	24	stress	stress	NOUN
brj-24227	218	25	limit	limit	NOUN
brj-24227	218	26	.	.	PUNCT
brj-24227	219	1	fig	fig	NOUN
brj-24227	219	2	.	.	PUNCT
brj-24227	220	1	6	6	NUM
brj-24227	220	2	.	.	X
brj-24227	220	3	frame	frame	NOUN
brj-24227	220	4	model	model	NOUN
brj-24227	220	5	of	of	ADP
brj-24227	220	6	the	the	DET
brj-24227	220	7	truss	truss	ADJ
brj-24227	220	8	model	model	NOUN
brj-24227	220	9	2	2	NUM
brj-24227	220	10	according	accord	VERB
brj-24227	220	11	to	to	ADP
brj-24227	220	12	model	model	NOUN
brj-24227	220	13	2	2	NUM
brj-24227	220	14	,	,	PUNCT
brj-24227	220	15	the	the	DET
brj-24227	220	16	truss	truss	NOUN
brj-24227	220	17	was	be	AUX
brj-24227	220	18	modelled	model	VERB
brj-24227	220	19	without	without	ADP
brj-24227	220	20	hinges	hinge	NOUN
brj-24227	220	21	at	at	ADP
brj-24227	220	22	joints	joint	NOUN
brj-24227	220	23	.	.	PUNCT
brj-24227	221	1	the	the	DET
brj-24227	221	2	rotational	rotational	ADJ
brj-24227	221	3	stiffness	stiffness	NOUN
brj-24227	221	4	of	of	ADP
brj-24227	221	5	the	the	DET
brj-24227	221	6	elements	element	NOUN
brj-24227	221	7	was	be	AUX
brj-24227	221	8	included	include	VERB
brj-24227	221	9	as	as	ADP
brj-24227	221	10	a	a	DET
brj-24227	221	11	semi	semi	ADJ
brj-24227	221	12	-	-	ADJ
brj-24227	221	13	rigid	rigid	ADJ
brj-24227	221	14	joint	joint	NOUN
brj-24227	221	15	.	.	PUNCT
brj-24227	222	1	rotational	rotational	ADJ
brj-24227	222	2	springs	spring	NOUN
brj-24227	222	3	were	be	AUX
brj-24227	222	4	used	use	VERB
brj-24227	222	5	for	for	ADP
brj-24227	222	6	this	this	DET
brj-24227	222	7	purpose	purpose	NOUN
brj-24227	222	8	.	.	PUNCT
brj-24227	223	1	because	because	SCONJ
brj-24227	223	2	the	the	DET
brj-24227	223	3	behaviours	behaviour	NOUN
brj-24227	223	4	of	of	ADP
brj-24227	223	5	joints	joint	NOUN
brj-24227	223	6	are	be	AUX
brj-24227	223	7	not	not	PART
brj-24227	223	8	perfectly	perfectly	ADV
brj-24227	223	9	pinned	pin	VERB
brj-24227	223	10	in	in	ADP
brj-24227	223	11	nature	nature	NOUN
brj-24227	223	12	,	,	PUNCT
brj-24227	223	13	truss	truss	ADJ
brj-24227	223	14	element	element	NOUN
brj-24227	223	15	will	will	AUX
brj-24227	223	16	be	be	AUX
brj-24227	223	17	subjected	subject	VERB
brj-24227	223	18	to	to	ADP
brj-24227	223	19	bending	bend	VERB
brj-24227	223	20	moment	moment	NOUN
brj-24227	223	21	.	.	PUNCT
brj-24227	224	1	hence	hence	ADV
brj-24227	224	2	,	,	PUNCT
brj-24227	224	3	the	the	DET
brj-24227	224	4	truss	truss	NOUN
brj-24227	224	5	was	be	AUX
brj-24227	224	6	idealised	idealise	VERB
brj-24227	224	7	peer	peer	NOUN
brj-24227	224	8	-	-	PUNCT
brj-24227	224	9	reviewed	review	VERB
brj-24227	224	10	article	article	NOUN
brj-24227	224	11	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	224	12	celik	celik	VERB
brj-24227	224	13	et	et	PROPN
brj-24227	224	14	al	al	PROPN
brj-24227	224	15	.	.	PROPN
brj-24227	225	1	(	(	PUNCT
brj-24227	225	2	2025	2025	NUM
brj-24227	225	3	)	)	PUNCT
brj-24227	225	4	.	.	PUNCT
brj-24227	226	1	“	"	PUNCT
brj-24227	226	2	timber	timber	NOUN
brj-24227	226	3	structure	structure	NOUN
brj-24227	226	4	model	model	NOUN
brj-24227	226	5	options	option	NOUN
brj-24227	226	6	,	,	PUNCT
brj-24227	226	7	”	"	PUNCT
brj-24227	226	8	bioresources	bioresource	NOUN
brj-24227	226	9	20(2	20(2	NUM
brj-24227	226	10	)	)	PUNCT
brj-24227	226	11	,	,	PUNCT
brj-24227	226	12	3587	3587	NUM
brj-24227	226	13	-	-	SYM
brj-24227	226	14	3603	3603	NUM
brj-24227	226	15	.	.	PUNCT
brj-24227	227	1	3595	3595	NUM
brj-24227	227	2	with	with	ADP
brj-24227	227	3	a	a	DET
brj-24227	227	4	frame	frame	NOUN
brj-24227	227	5	element	element	NOUN
brj-24227	227	6	.	.	PUNCT
brj-24227	228	1	the	the	DET
brj-24227	228	2	material	material	NOUN
brj-24227	228	3	was	be	AUX
brj-24227	228	4	modelled	model	VERB
brj-24227	228	5	as	as	ADP
brj-24227	228	6	symmetric	symmetric	ADJ
brj-24227	228	7	orthotropic	orthotropic	ADJ
brj-24227	228	8	and	and	CCONJ
brj-24227	228	9	linear	linear	ADJ
brj-24227	228	10	elastic	elastic	ADJ
brj-24227	228	11	while	while	SCONJ
brj-24227	228	12	second	second	ADJ
brj-24227	228	13	order	order	NOUN
brj-24227	228	14	static	static	ADJ
brj-24227	228	15	analysis	analysis	NOUN
brj-24227	228	16	was	be	AUX
brj-24227	228	17	performed	perform	VERB
brj-24227	228	18	.	.	PUNCT
brj-24227	229	1	in	in	ADP
brj-24227	229	2	order	order	NOUN
brj-24227	229	3	to	to	PART
brj-24227	229	4	perform	perform	VERB
brj-24227	229	5	model	model	NOUN
brj-24227	229	6	2	2	NUM
brj-24227	229	7	analysis	analysis	NOUN
brj-24227	229	8	,	,	PUNCT
brj-24227	229	9	two	two	NUM
brj-24227	229	10	points	point	NOUN
brj-24227	229	11	should	should	AUX
brj-24227	229	12	be	be	AUX
brj-24227	229	13	illustrated	illustrate	VERB
brj-24227	229	14	:	:	PUNCT
brj-24227	229	15	how	how	SCONJ
brj-24227	229	16	to	to	PART
brj-24227	229	17	define	define	VERB
brj-24227	229	18	the	the	DET
brj-24227	229	19	stiffness	stiffness	ADJ
brj-24227	229	20	properties	property	NOUN
brj-24227	229	21	of	of	ADP
brj-24227	229	22	the	the	DET
brj-24227	229	23	connection	connection	NOUN
brj-24227	229	24	and	and	CCONJ
brj-24227	229	25	how	how	SCONJ
brj-24227	229	26	to	to	PART
brj-24227	229	27	include	include	VERB
brj-24227	229	28	them	they	PRON
brj-24227	229	29	in	in	ADP
brj-24227	229	30	the	the	DET
brj-24227	229	31	analysis	analysis	NOUN
brj-24227	229	32	model	model	NOUN
brj-24227	229	33	.	.	PUNCT
brj-24227	230	1	many	many	ADJ
brj-24227	230	2	methods	method	NOUN
brj-24227	230	3	such	such	ADJ
brj-24227	230	4	as	as	ADP
brj-24227	230	5	empirical	empirical	ADJ
brj-24227	230	6	,	,	PUNCT
brj-24227	230	7	test	test	NOUN
brj-24227	230	8	and	and	CCONJ
brj-24227	230	9	finite	finite	PROPN
brj-24227	230	10	element	element	NOUN
brj-24227	230	11	,	,	PUNCT
brj-24227	230	12	etc	etc	X
brj-24227	230	13	.	.	X
brj-24227	230	14	,	,	PUNCT
brj-24227	230	15	are	be	AUX
brj-24227	230	16	available	available	ADJ
brj-24227	230	17	in	in	ADP
brj-24227	230	18	the	the	DET
brj-24227	230	19	literature	literature	NOUN
brj-24227	230	20	for	for	ADP
brj-24227	230	21	this	this	DET
brj-24227	230	22	purpose	purpose	NOUN
brj-24227	230	23	.	.	PUNCT
brj-24227	231	1	the	the	DET
brj-24227	231	2	authors	author	NOUN
brj-24227	231	3	preferred	prefer	VERB
brj-24227	231	4	to	to	PART
brj-24227	231	5	use	use	VERB
brj-24227	231	6	rotational	rotational	ADJ
brj-24227	231	7	springs	spring	NOUN
brj-24227	231	8	.	.	PUNCT
brj-24227	232	1	according	accord	VERB
brj-24227	232	2	to	to	ADP
brj-24227	232	3	this	this	DET
brj-24227	232	4	approach	approach	NOUN
brj-24227	232	5	,	,	PUNCT
brj-24227	232	6	stiffness	stiffness	ADJ
brj-24227	232	7	values	value	NOUN
brj-24227	232	8	are	be	AUX
brj-24227	232	9	considered	consider	VERB
brj-24227	232	10	directly	directly	ADV
brj-24227	232	11	as	as	ADP
brj-24227	232	12	the	the	DET
brj-24227	232	13	end	end	NOUN
brj-24227	232	14	stiffness	stiffness	NOUN
brj-24227	232	15	of	of	ADP
brj-24227	232	16	a	a	DET
brj-24227	232	17	frame	frame	NOUN
brj-24227	232	18	element	element	NOUN
brj-24227	232	19	.	.	PUNCT
brj-24227	233	1	the	the	DET
brj-24227	233	2	stiffness	stiffness	NOUN
brj-24227	233	3	of	of	ADP
brj-24227	233	4	the	the	DET
brj-24227	233	5	connections	connection	NOUN
brj-24227	233	6	was	be	AUX
brj-24227	233	7	determined	determine	VERB
brj-24227	233	8	from	from	ADP
brj-24227	233	9	the	the	DET
brj-24227	233	10	test	test	NOUN
brj-24227	233	11	results	result	NOUN
brj-24227	233	12	given	give	VERB
brj-24227	233	13	in	in	ADP
brj-24227	233	14	vallee	vallee	PROPN
brj-24227	233	15	et	et	PROPN
brj-24227	233	16	al	al	PROPN
brj-24227	233	17	.	.	PROPN
brj-24227	234	1	(	(	PUNCT
brj-24227	234	2	2011	2011	NUM
brj-24227	234	3	)	)	PUNCT
brj-24227	234	4	.	.	PUNCT
brj-24227	235	1	the	the	DET
brj-24227	235	2	stiffness	stiffness	NOUN
brj-24227	235	3	was	be	AUX
brj-24227	235	4	idealised	idealise	VERB
brj-24227	235	5	as	as	ADP
brj-24227	235	6	linear	linear	ADJ
brj-24227	235	7	with	with	ADP
brj-24227	235	8	respect	respect	NOUN
brj-24227	235	9	to	to	ADP
brj-24227	235	10	the	the	DET
brj-24227	235	11	linear	linear	ADJ
brj-24227	235	12	elastic	elastic	ADJ
brj-24227	235	13	material	material	NOUN
brj-24227	235	14	model	model	NOUN
brj-24227	235	15	,	,	PUNCT
brj-24227	235	16	ignoring	ignore	VERB
brj-24227	235	17	the	the	DET
brj-24227	235	18	inelastic	inelastic	ADJ
brj-24227	235	19	parts	part	NOUN
brj-24227	235	20	such	such	ADJ
brj-24227	235	21	as	as	ADP
brj-24227	235	22	initial	initial	ADJ
brj-24227	235	23	slip	slip	NOUN
brj-24227	235	24	or	or	CCONJ
brj-24227	235	25	strain	strain	VERB
brj-24227	235	26	softening	soften	VERB
brj-24227	235	27	.	.	PUNCT
brj-24227	236	1	the	the	DET
brj-24227	236	2	idealisation	idealisation	NOUN
brj-24227	236	3	of	of	ADP
brj-24227	236	4	the	the	DET
brj-24227	236	5	stiffness	stiffness	NOUN
brj-24227	236	6	is	be	AUX
brj-24227	236	7	shown	show	VERB
brj-24227	236	8	in	in	ADP
brj-24227	236	9	fig	fig	NOUN
brj-24227	236	10	.	.	PUNCT
brj-24227	237	1	7	7	X
brj-24227	237	2	.	.	X
brj-24227	237	3	analysis	analysis	NOUN
brj-24227	237	4	was	be	AUX
brj-24227	237	5	performed	perform	VERB
brj-24227	237	6	with	with	ADP
brj-24227	237	7	sap2000	sap2000	ADJ
brj-24227	237	8	(	(	PUNCT
brj-24227	237	9	2023	2023	NUM
brj-24227	237	10	)	)	PUNCT
brj-24227	237	11	.	.	PUNCT
brj-24227	238	1	the	the	DET
brj-24227	238	2	failure	failure	NOUN
brj-24227	238	3	load	load	NOUN
brj-24227	238	4	is	be	AUX
brj-24227	238	5	determined	determine	VERB
brj-24227	238	6	as	as	ADP
brj-24227	238	7	in	in	ADP
brj-24227	238	8	model	model	NOUN
brj-24227	238	9	1	1	NUM
brj-24227	238	10	.	.	PUNCT
brj-24227	239	1	due	due	ADP
brj-24227	239	2	to	to	ADP
brj-24227	239	3	the	the	DET
brj-24227	239	4	elastic	elastic	ADJ
brj-24227	239	5	analysis	analysis	NOUN
brj-24227	239	6	,	,	PUNCT
brj-24227	239	7	the	the	DET
brj-24227	239	8	failure	failure	NOUN
brj-24227	239	9	load	load	NOUN
brj-24227	239	10	is	be	AUX
brj-24227	239	11	the	the	DET
brj-24227	239	12	load	load	NOUN
brj-24227	239	13	level	level	NOUN
brj-24227	239	14	that	that	PRON
brj-24227	239	15	caused	cause	VERB
brj-24227	239	16	a	a	DET
brj-24227	239	17	frame	frame	NOUN
brj-24227	239	18	or	or	CCONJ
brj-24227	239	19	connection	connection	NOUN
brj-24227	239	20	to	to	PART
brj-24227	239	21	reach	reach	VERB
brj-24227	239	22	the	the	DET
brj-24227	239	23	elastic	elastic	ADJ
brj-24227	239	24	stress	stress	NOUN
brj-24227	239	25	limit	limit	NOUN
brj-24227	239	26	.	.	PUNCT
brj-24227	240	1	fig	fig	NOUN
brj-24227	240	2	.	.	PUNCT
brj-24227	241	1	7	7	X
brj-24227	241	2	.	.	X
brj-24227	241	3	linear	linear	ADJ
brj-24227	241	4	idealization	idealization	NOUN
brj-24227	241	5	of	of	ADP
brj-24227	241	6	connection	connection	NOUN
brj-24227	241	7	stiffness	stiffness	NOUN
brj-24227	241	8	(	(	PUNCT
brj-24227	241	9	adopted	adopt	VERB
brj-24227	241	10	from	from	ADP
brj-24227	241	11	vallee	vallee	PROPN
brj-24227	241	12	et	et	PROPN
brj-24227	241	13	al	al	PROPN
brj-24227	241	14	.	.	PROPN
brj-24227	241	15	2011	2011	NUM
brj-24227	241	16	)	)	PUNCT
brj-24227	241	17	.	.	PUNCT
brj-24227	242	1	model	model	NOUN
brj-24227	242	2	3	3	NUM
brj-24227	242	3	according	accord	VERB
brj-24227	242	4	to	to	ADP
brj-24227	242	5	model	model	NOUN
brj-24227	242	6	3	3	NUM
brj-24227	242	7	,	,	PUNCT
brj-24227	242	8	the	the	DET
brj-24227	242	9	material	material	NOUN
brj-24227	242	10	should	should	AUX
brj-24227	242	11	be	be	AUX
brj-24227	242	12	modelled	model	VERB
brj-24227	242	13	as	as	ADP
brj-24227	242	14	nonlinear	nonlinear	ADJ
brj-24227	242	15	.	.	PUNCT
brj-24227	243	1	therefore	therefore	ADV
brj-24227	243	2	,	,	PUNCT
brj-24227	243	3	timber	timber	NOUN
brj-24227	243	4	was	be	AUX
brj-24227	243	5	modelled	model	VERB
brj-24227	243	6	as	as	ADP
brj-24227	243	7	nonlinear	nonlinear	ADJ
brj-24227	243	8	,	,	PUNCT
brj-24227	243	9	and	and	CCONJ
brj-24227	243	10	the	the	DET
brj-24227	243	11	material	material	NOUN
brj-24227	243	12	model	model	NOUN
brj-24227	243	13	was	be	AUX
brj-24227	243	14	taken	take	VERB
brj-24227	243	15	from	from	ADP
brj-24227	243	16	eurocode	eurocode	PROPN
brj-24227	243	17	5	5	NUM
brj-24227	243	18	(	(	PUNCT
brj-24227	243	19	2004	2004	NUM
brj-24227	243	20	)	)	PUNCT
brj-24227	243	21	.	.	PUNCT
brj-24227	244	1	according	accord	VERB
brj-24227	244	2	to	to	PART
brj-24227	244	3	eurocode	eurocode	VERB
brj-24227	244	4	5	5	NUM
brj-24227	244	5	,	,	PUNCT
brj-24227	244	6	timber	timber	NOUN
brj-24227	244	7	is	be	AUX
brj-24227	244	8	assumed	assume	VERB
brj-24227	244	9	to	to	PART
brj-24227	244	10	be	be	AUX
brj-24227	244	11	elastic	elastic	ADJ
brj-24227	244	12	-	-	PUNCT
brj-24227	244	13	perfectly	perfectly	ADV
brj-24227	244	14	plastic	plastic	NOUN
brj-24227	244	15	in	in	ADP
brj-24227	244	16	compressive	compressive	ADJ
brj-24227	244	17	strength	strength	NOUN
brj-24227	244	18	,	,	PUNCT
brj-24227	244	19	while	while	SCONJ
brj-24227	244	20	tensile	tensile	NOUN
brj-24227	244	21	strength	strength	NOUN
brj-24227	244	22	is	be	AUX
brj-24227	244	23	assumed	assume	VERB
brj-24227	244	24	to	to	PART
brj-24227	244	25	be	be	AUX
brj-24227	244	26	linear	linear	ADJ
brj-24227	244	27	-	-	PUNCT
brj-24227	244	28	elastic	elastic	ADJ
brj-24227	244	29	with	with	ADP
brj-24227	244	30	brittle	brittle	ADJ
brj-24227	244	31	failure	failure	NOUN
brj-24227	244	32	.	.	PUNCT
brj-24227	245	1	second	second	ADJ
brj-24227	245	2	-	-	PUNCT
brj-24227	245	3	order	order	NOUN
brj-24227	245	4	static	static	ADJ
brj-24227	245	5	analysis	analysis	NOUN
brj-24227	245	6	was	be	AUX
brj-24227	245	7	carried	carry	VERB
brj-24227	245	8	out	out	ADP
brj-24227	245	9	to	to	ADP
brj-24227	245	10	failure	failure	NOUN
brj-24227	245	11	while	while	SCONJ
brj-24227	245	12	joint	joint	ADJ
brj-24227	245	13	stiffness	stiffness	NOUN
brj-24227	245	14	was	be	AUX
brj-24227	245	15	modelled	model	VERB
brj-24227	245	16	using	use	VERB
brj-24227	245	17	the	the	DET
brj-24227	245	18	connected	connected	ADJ
brj-24227	245	19	element	element	NOUN
brj-24227	245	20	method	method	NOUN
brj-24227	245	21	(	(	PUNCT
brj-24227	245	22	li	li	PROPN
brj-24227	245	23	et	et	PROPN
brj-24227	245	24	al	al	PROPN
brj-24227	245	25	.	.	PROPN
brj-24227	245	26	1995	1995	NUM
brj-24227	245	27	)	)	PUNCT
brj-24227	245	28	.	.	PUNCT
brj-24227	246	1	according	accord	VERB
brj-24227	246	2	to	to	ADP
brj-24227	246	3	this	this	DET
brj-24227	246	4	method	method	NOUN
brj-24227	246	5	,	,	PUNCT
brj-24227	246	6	the	the	DET
brj-24227	246	7	truss	truss	ADJ
brj-24227	246	8	elements	element	NOUN
brj-24227	246	9	can	can	AUX
brj-24227	246	10	be	be	AUX
brj-24227	246	11	modelled	model	VERB
brj-24227	246	12	as	as	ADP
brj-24227	246	13	frames	frame	NOUN
brj-24227	246	14	with	with	ADP
brj-24227	246	15	rigid	rigid	ADJ
brj-24227	246	16	ends	end	NOUN
brj-24227	246	17	.	.	PUNCT
brj-24227	247	1	the	the	DET
brj-24227	247	2	truss	truss	ADJ
brj-24227	247	3	members	member	NOUN
brj-24227	247	4	were	be	AUX
brj-24227	247	5	meshed	mesh	VERB
brj-24227	247	6	into	into	ADP
brj-24227	247	7	three	three	NUM
brj-24227	247	8	finite	finite	ADJ
brj-24227	247	9	elements	element	NOUN
brj-24227	247	10	as	as	ADP
brj-24227	247	11	timber	timber	NOUN
brj-24227	247	12	element	element	NOUN
brj-24227	247	13	and	and	CCONJ
brj-24227	247	14	both	both	DET
brj-24227	247	15	end	end	NOUN
brj-24227	247	16	connections	connection	NOUN
brj-24227	247	17	of	of	ADP
brj-24227	247	18	the	the	DET
brj-24227	247	19	member	member	NOUN
brj-24227	247	20	to	to	PART
brj-24227	247	21	account	account	VERB
brj-24227	247	22	for	for	ADP
brj-24227	247	23	connection	connection	NOUN
brj-24227	247	24	flexibility	flexibility	NOUN
brj-24227	247	25	.	.	PUNCT
brj-24227	248	1	correspondingly	correspondingly	ADV
brj-24227	248	2	,	,	PUNCT
brj-24227	248	3	the	the	DET
brj-24227	248	4	end	end	NOUN
brj-24227	248	5	meshes	mesh	NOUN
brj-24227	248	6	were	be	AUX
brj-24227	248	7	modelled	model	VERB
brj-24227	248	8	to	to	PART
brj-24227	248	9	represent	represent	VERB
brj-24227	248	10	connection	connection	NOUN
brj-24227	248	11	flexibility	flexibility	NOUN
brj-24227	248	12	,	,	PUNCT
brj-24227	248	13	but	but	CCONJ
brj-24227	248	14	as	as	ADP
brj-24227	248	15	a	a	DET
brj-24227	248	16	frame	frame	NOUN
brj-24227	248	17	.	.	PUNCT
brj-24227	249	1	to	to	PART
brj-24227	249	2	do	do	VERB
brj-24227	249	3	this	this	PRON
brj-24227	249	4	,	,	PUNCT
brj-24227	249	5	it	it	PRON
brj-24227	249	6	is	be	AUX
brj-24227	249	7	sufficient	sufficient	ADJ
brj-24227	249	8	to	to	PART
brj-24227	249	9	know	know	VERB
brj-24227	249	10	the	the	DET
brj-24227	249	11	moment	moment	NOUN
brj-24227	249	12	-	-	PUNCT
brj-24227	249	13	rotation	rotation	NOUN
brj-24227	249	14	relationship	relationship	NOUN
brj-24227	249	15	of	of	ADP
brj-24227	249	16	a	a	DET
brj-24227	249	17	connection	connection	NOUN
brj-24227	249	18	.	.	PUNCT
brj-24227	250	1	more	more	ADJ
brj-24227	250	2	details	detail	NOUN
brj-24227	250	3	of	of	ADP
brj-24227	250	4	the	the	DET
brj-24227	250	5	method	method	NOUN
brj-24227	250	6	were	be	AUX
brj-24227	250	7	given	give	VERB
brj-24227	250	8	in	in	ADP
brj-24227	250	9	li	li	PROPN
brj-24227	250	10	et	et	PROPN
brj-24227	250	11	al	al	PROPN
brj-24227	250	12	.	.	PROPN
brj-24227	251	1	(	(	PUNCT
brj-24227	251	2	1995	1995	NUM
brj-24227	251	3	)	)	PUNCT
brj-24227	251	4	.	.	PUNCT
brj-24227	252	1	in	in	ADP
brj-24227	252	2	contrast	contrast	NOUN
brj-24227	252	3	to	to	ADP
brj-24227	252	4	model	model	NOUN
brj-24227	252	5	2	2	NUM
brj-24227	252	6	,	,	PUNCT
brj-24227	252	7	the	the	DET
brj-24227	252	8	joint	joint	ADJ
brj-24227	252	9	stiffness	stiffness	NOUN
brj-24227	252	10	was	be	AUX
brj-24227	252	11	modelled	model	VERB
brj-24227	252	12	as	as	ADP
brj-24227	252	13	trilinear	trilinear	NOUN
brj-24227	252	14	to	to	PART
brj-24227	252	15	include	include	VERB
brj-24227	252	16	the	the	DET
brj-24227	252	17	initial	initial	ADJ
brj-24227	252	18	slip	slip	NOUN
brj-24227	252	19	and	and	CCONJ
brj-24227	252	20	the	the	DET
brj-24227	252	21	elastic	elastic	ADJ
brj-24227	252	22	-	-	PUNCT
brj-24227	252	23	plastic	plastic	NOUN
brj-24227	252	24	region	region	NOUN
brj-24227	252	25	of	of	ADP
brj-24227	252	26	connection	connection	NOUN
brj-24227	252	27	.	.	PUNCT
brj-24227	253	1	the	the	DET
brj-24227	253	2	tri	tri	ADJ
brj-24227	253	3	-	-	ADJ
brj-24227	253	4	linear	linear	ADJ
brj-24227	253	5	idealisation	idealisation	NOUN
brj-24227	253	6	of	of	ADP
brj-24227	253	7	connection	connection	NOUN
brj-24227	253	8	element	element	NOUN
brj-24227	253	9	is	be	AUX
brj-24227	253	10	illustrated	illustrate	VERB
brj-24227	253	11	in	in	ADP
brj-24227	253	12	fig	fig	NOUN
brj-24227	253	13	.	.	PUNCT
brj-24227	254	1	8	8	X
brj-24227	254	2	.	.	PUNCT
brj-24227	255	1	the	the	DET
brj-24227	255	2	analysis	analysis	NOUN
brj-24227	255	3	was	be	AUX
brj-24227	255	4	performed	perform	VERB
brj-24227	255	5	with	with	ADP
brj-24227	255	6	abaqus	abaqus	NOUN
brj-24227	255	7	(	(	PUNCT
brj-24227	255	8	2022	2022	NUM
brj-24227	255	9	)	)	PUNCT
brj-24227	255	10	.	.	PUNCT
brj-24227	256	1	peer	peer	NOUN
brj-24227	256	2	-	-	PUNCT
brj-24227	256	3	reviewed	review	VERB
brj-24227	256	4	article	article	NOUN
brj-24227	256	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	256	6	celik	celik	VERB
brj-24227	256	7	et	et	PROPN
brj-24227	256	8	al	al	PROPN
brj-24227	256	9	.	.	PROPN
brj-24227	257	1	(	(	PUNCT
brj-24227	257	2	2025	2025	NUM
brj-24227	257	3	)	)	PUNCT
brj-24227	257	4	.	.	PUNCT
brj-24227	258	1	“	"	PUNCT
brj-24227	258	2	timber	timber	NOUN
brj-24227	258	3	structure	structure	NOUN
brj-24227	258	4	model	model	NOUN
brj-24227	258	5	options	option	NOUN
brj-24227	258	6	,	,	PUNCT
brj-24227	258	7	”	"	PUNCT
brj-24227	258	8	bioresources	bioresource	NOUN
brj-24227	258	9	20(2	20(2	NUM
brj-24227	258	10	)	)	PUNCT
brj-24227	258	11	,	,	PUNCT
brj-24227	258	12	3587	3587	NUM
brj-24227	258	13	-	-	SYM
brj-24227	258	14	3603	3603	NUM
brj-24227	258	15	.	.	PUNCT
brj-24227	259	1	3596	3596	NUM
brj-24227	259	2	fig	fig	NOUN
brj-24227	259	3	.	.	PUNCT
brj-24227	260	1	8	8	NUM
brj-24227	260	2	.	.	PUNCT
brj-24227	260	3	trilinear	trilinear	ADJ
brj-24227	260	4	idealization	idealization	NOUN
brj-24227	260	5	of	of	ADP
brj-24227	260	6	joint	joint	ADJ
brj-24227	260	7	stiffness	stiffness	NOUN
brj-24227	260	8	and	and	CCONJ
brj-24227	260	9	connected	connected	ADJ
brj-24227	260	10	element	element	NOUN
brj-24227	260	11	(	(	PUNCT
brj-24227	260	12	adopted	adopt	VERB
brj-24227	260	13	from	from	ADP
brj-24227	260	14	vallee	vallee	PROPN
brj-24227	260	15	et	et	PROPN
brj-24227	260	16	al	al	PROPN
brj-24227	260	17	.	.	PROPN
brj-24227	260	18	2011	2011	NUM
brj-24227	260	19	)	)	PUNCT
brj-24227	260	20	.	.	PUNCT
brj-24227	261	1	model	model	NOUN
brj-24227	261	2	4	4	NUM
brj-24227	261	3	in	in	ADP
brj-24227	261	4	model	model	NOUN
brj-24227	261	5	4	4	NUM
brj-24227	261	6	,	,	PUNCT
brj-24227	261	7	the	the	DET
brj-24227	261	8	timber	timber	NOUN
brj-24227	261	9	truss	truss	NOUN
brj-24227	261	10	was	be	AUX
brj-24227	261	11	modelled	model	VERB
brj-24227	261	12	with	with	ADP
brj-24227	261	13	shell	shell	ADJ
brj-24227	261	14	elements	element	NOUN
brj-24227	261	15	.	.	PUNCT
brj-24227	262	1	the	the	DET
brj-24227	262	2	material	material	NOUN
brj-24227	262	3	was	be	AUX
brj-24227	262	4	modelled	model	VERB
brj-24227	262	5	as	as	ADP
brj-24227	262	6	nonlinear	nonlinear	NOUN
brj-24227	262	7	with	with	ADP
brj-24227	262	8	failure	failure	NOUN
brj-24227	262	9	criterion	criterion	NOUN
brj-24227	262	10	.	.	PUNCT
brj-24227	263	1	although	although	SCONJ
brj-24227	263	2	many	many	ADJ
brj-24227	263	3	studies	study	NOUN
brj-24227	263	4	have	have	AUX
brj-24227	263	5	been	be	AUX
brj-24227	263	6	proposed	propose	VERB
brj-24227	263	7	on	on	ADP
brj-24227	263	8	failure	failure	NOUN
brj-24227	263	9	criterion	criterion	NOUN
brj-24227	263	10	of	of	ADP
brj-24227	263	11	timber	timber	NOUN
brj-24227	263	12	,	,	PUNCT
brj-24227	263	13	the	the	DET
brj-24227	263	14	hill	hill	NOUN
brj-24227	263	15	criterion	criterion	NOUN
brj-24227	263	16	(	(	PUNCT
brj-24227	263	17	hill	hill	NOUN
brj-24227	263	18	1998	1998	NUM
brj-24227	263	19	)	)	PUNCT
brj-24227	263	20	was	be	AUX
brj-24227	263	21	used	use	VERB
brj-24227	263	22	in	in	ADP
brj-24227	263	23	this	this	DET
brj-24227	263	24	study	study	NOUN
brj-24227	263	25	to	to	AUX
brj-24227	263	26	model	model	NOUN
brj-24227	263	27	timber	timber	PROPN
brj-24227	263	28	.	.	PUNCT
brj-24227	264	1	hill	hill	NOUN
brj-24227	264	2	criterion	criterion	NOUN
brj-24227	264	3	is	be	AUX
brj-24227	264	4	a	a	DET
brj-24227	264	5	well	well	ADV
brj-24227	264	6	-	-	PUNCT
brj-24227	264	7	known	know	VERB
brj-24227	264	8	failure	failure	NOUN
brj-24227	264	9	theory	theory	NOUN
brj-24227	264	10	for	for	ADP
brj-24227	264	11	anisotropic	anisotropic	NOUN
brj-24227	264	12	and	and	CCONJ
brj-24227	264	13	composite	composite	ADJ
brj-24227	264	14	materials	material	NOUN
brj-24227	264	15	that	that	PRON
brj-24227	264	16	have	have	VERB
brj-24227	264	17	different	different	ADJ
brj-24227	264	18	compressive	compressive	ADJ
brj-24227	264	19	and	and	CCONJ
brj-24227	264	20	tensile	tensile	NOUN
brj-24227	264	21	strengths	strength	NOUN
brj-24227	264	22	.	.	PUNCT
brj-24227	265	1	many	many	ADJ
brj-24227	265	2	studies	study	NOUN
brj-24227	265	3	reported	report	VERB
brj-24227	265	4	using	use	VERB
brj-24227	265	5	the	the	DET
brj-24227	265	6	hill	hill	NOUN
brj-24227	265	7	criterion	criterion	NOUN
brj-24227	265	8	to	to	PART
brj-24227	265	9	analyse	analyse	VERB
brj-24227	265	10	timber	timber	NOUN
brj-24227	265	11	structures	structure	NOUN
brj-24227	265	12	showed	show	VERB
brj-24227	265	13	good	good	ADJ
brj-24227	265	14	correlation	correlation	NOUN
brj-24227	265	15	.	.	PUNCT
brj-24227	266	1	thus	thus	ADV
brj-24227	266	2	,	,	PUNCT
brj-24227	266	3	hill	hill	NOUN
brj-24227	266	4	criterion	criterion	NOUN
brj-24227	266	5	was	be	AUX
brj-24227	266	6	chosen	choose	VERB
brj-24227	266	7	.	.	PUNCT
brj-24227	267	1	according	accord	VERB
brj-24227	267	2	to	to	ADP
brj-24227	267	3	the	the	DET
brj-24227	267	4	hill	hill	NOUN
brj-24227	267	5	criterion	criterion	NOUN
brj-24227	267	6	,	,	PUNCT
brj-24227	267	7	six	six	NUM
brj-24227	267	8	different	different	ADJ
brj-24227	267	9	yield	yield	NOUN
brj-24227	267	10	criteria	criterion	NOUN
brj-24227	267	11	should	should	AUX
brj-24227	267	12	be	be	AUX
brj-24227	267	13	determined	determine	VERB
brj-24227	267	14	with	with	ADP
brj-24227	267	15	respect	respect	NOUN
brj-24227	267	16	to	to	ADP
brj-24227	267	17	the	the	DET
brj-24227	267	18	anisotropy	anisotropy	NOUN
brj-24227	267	19	of	of	ADP
brj-24227	267	20	the	the	DET
brj-24227	267	21	material	material	NOUN
brj-24227	267	22	.	.	PUNCT
brj-24227	268	1	the	the	DET
brj-24227	268	2	truss	truss	NOUN
brj-24227	268	3	was	be	AUX
brj-24227	268	4	modelled	model	VERB
brj-24227	268	5	with	with	ADP
brj-24227	268	6	a	a	DET
brj-24227	268	7	thick	thick	ADJ
brj-24227	268	8	shell	shell	NOUN
brj-24227	268	9	and	and	CCONJ
brj-24227	268	10	slip	slip	NOUN
brj-24227	268	11	,	,	PUNCT
brj-24227	268	12	and	and	CCONJ
brj-24227	268	13	contact	contact	NOUN
brj-24227	268	14	forces	force	NOUN
brj-24227	268	15	were	be	AUX
brj-24227	268	16	ignored	ignore	VERB
brj-24227	268	17	.	.	PUNCT
brj-24227	269	1	a	a	DET
brj-24227	269	2	fine	fine	ADJ
brj-24227	269	3	mesh	mesh	NOUN
brj-24227	269	4	was	be	AUX
brj-24227	269	5	generated	generate	VERB
brj-24227	269	6	with	with	ADP
brj-24227	269	7	four	four	NUM
brj-24227	269	8	node	node	ADJ
brj-24227	269	9	quadrilateral	quadrilateral	ADJ
brj-24227	269	10	shells	shell	NOUN
brj-24227	269	11	.	.	PUNCT
brj-24227	270	1	the	the	DET
brj-24227	270	2	structure	structure	NOUN
brj-24227	270	3	was	be	AUX
brj-24227	270	4	meshed	mesh	VERB
brj-24227	270	5	by	by	ADP
brj-24227	270	6	considering	consider	VERB
brj-24227	270	7	the	the	DET
brj-24227	270	8	magnitude	magnitude	NOUN
brj-24227	270	9	of	of	ADP
brj-24227	270	10	the	the	DET
brj-24227	270	11	stress	stress	NOUN
brj-24227	270	12	distribution	distribution	NOUN
brj-24227	270	13	.	.	PUNCT
brj-24227	271	1	the	the	DET
brj-24227	271	2	mesh	mesh	NOUN
brj-24227	271	3	was	be	AUX
brj-24227	271	4	concentrated	concentrate	VERB
brj-24227	271	5	in	in	ADP
brj-24227	271	6	the	the	DET
brj-24227	271	7	connection	connection	NOUN
brj-24227	271	8	regions	region	NOUN
brj-24227	271	9	and	and	CCONJ
brj-24227	271	10	loosened	loosen	VERB
brj-24227	271	11	outside	outside	ADP
brj-24227	271	12	the	the	DET
brj-24227	271	13	joints	joint	NOUN
brj-24227	271	14	.	.	PUNCT
brj-24227	272	1	the	the	DET
brj-24227	272	2	minimum	minimum	ADJ
brj-24227	272	3	mesh	mesh	NOUN
brj-24227	272	4	size	size	NOUN
brj-24227	272	5	was	be	AUX
brj-24227	272	6	4	4	NUM
brj-24227	272	7	mm	mm	NOUN
brj-24227	272	8	which	which	PRON
brj-24227	272	9	correlates	correlate	VERB
brj-24227	272	10	with	with	ADP
brj-24227	272	11	the	the	DET
brj-24227	272	12	minimum	minimum	ADJ
brj-24227	272	13	dimension	dimension	NOUN
brj-24227	272	14	of	of	ADP
brj-24227	272	15	the	the	DET
brj-24227	272	16	structure	structure	NOUN
brj-24227	272	17	(	(	PUNCT
brj-24227	272	18	dowel	dowel	NOUN
brj-24227	272	19	radius	radius	NOUN
brj-24227	272	20	)	)	PUNCT
brj-24227	272	21	.	.	PUNCT
brj-24227	273	1	the	the	DET
brj-24227	273	2	finite	finite	PROPN
brj-24227	273	3	element	element	NOUN
brj-24227	273	4	model	model	NOUN
brj-24227	273	5	is	be	AUX
brj-24227	273	6	given	give	VERB
brj-24227	273	7	in	in	ADP
brj-24227	273	8	fig	fig	NOUN
brj-24227	273	9	.	.	PUNCT
brj-24227	274	1	9	9	X
brj-24227	274	2	.	.	X
brj-24227	275	1	the	the	DET
brj-24227	275	2	analysis	analysis	NOUN
brj-24227	275	3	was	be	AUX
brj-24227	275	4	performed	perform	VERB
brj-24227	275	5	with	with	ADP
brj-24227	275	6	abaqus	abaqus	NOUN
brj-24227	275	7	(	(	PUNCT
brj-24227	275	8	2022	2022	NUM
brj-24227	275	9	)	)	PUNCT
brj-24227	275	10	.	.	PUNCT
brj-24227	276	1	fig	fig	NOUN
brj-24227	276	2	.	.	PUNCT
brj-24227	277	1	9	9	X
brj-24227	277	2	.	.	X
brj-24227	277	3	finite	finite	PROPN
brj-24227	277	4	element	element	PROPN
brj-24227	277	5	model	model	NOUN
brj-24227	277	6	of	of	ADP
brj-24227	277	7	truss	truss	NOUN
brj-24227	277	8	(	(	PUNCT
brj-24227	277	9	vallee	vallee	PROPN
brj-24227	277	10	et	et	PROPN
brj-24227	277	11	al	al	PROPN
brj-24227	277	12	.	.	PROPN
brj-24227	277	13	2011	2011	NUM
brj-24227	277	14	)	)	PUNCT
brj-24227	277	15	.	.	PUNCT
brj-24227	278	1	peer	peer	NOUN
brj-24227	278	2	-	-	PUNCT
brj-24227	278	3	reviewed	review	VERB
brj-24227	278	4	article	article	NOUN
brj-24227	278	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	278	6	celik	celik	VERB
brj-24227	278	7	et	et	PROPN
brj-24227	278	8	al	al	PROPN
brj-24227	278	9	.	.	PROPN
brj-24227	279	1	(	(	PUNCT
brj-24227	279	2	2025	2025	NUM
brj-24227	279	3	)	)	PUNCT
brj-24227	279	4	.	.	PUNCT
brj-24227	280	1	“	"	PUNCT
brj-24227	280	2	timber	timber	NOUN
brj-24227	280	3	structure	structure	NOUN
brj-24227	280	4	model	model	NOUN
brj-24227	280	5	options	option	NOUN
brj-24227	280	6	,	,	PUNCT
brj-24227	280	7	”	"	PUNCT
brj-24227	280	8	bioresources	bioresource	NOUN
brj-24227	280	9	20(2	20(2	NUM
brj-24227	280	10	)	)	PUNCT
brj-24227	280	11	,	,	PUNCT
brj-24227	280	12	3587	3587	NUM
brj-24227	280	13	-	-	SYM
brj-24227	280	14	3603	3603	NUM
brj-24227	280	15	.	.	PUNCT
brj-24227	281	1	3597	3597	NUM
brj-24227	281	2	model	model	NOUN
brj-24227	281	3	5	5	NUM
brj-24227	281	4	for	for	ADP
brj-24227	281	5	model	model	NOUN
brj-24227	281	6	5	5	NUM
brj-24227	281	7	,	,	PUNCT
brj-24227	281	8	the	the	DET
brj-24227	281	9	results	result	NOUN
brj-24227	281	10	of	of	ADP
brj-24227	281	11	the	the	DET
brj-24227	281	12	vallee	vallee	PROPN
brj-24227	281	13	et	et	PROPN
brj-24227	281	14	al	al	PROPN
brj-24227	281	15	.	.	PROPN
brj-24227	281	16	(	(	PUNCT
brj-24227	281	17	2011	2011	NUM
brj-24227	281	18	)	)	PUNCT
brj-24227	281	19	were	be	AUX
brj-24227	281	20	adopted	adopt	VERB
brj-24227	281	21	and	and	CCONJ
brj-24227	281	22	not	not	PART
brj-24227	281	23	modelled	model	VERB
brj-24227	281	24	by	by	ADP
brj-24227	281	25	the	the	DET
brj-24227	281	26	author	author	NOUN
brj-24227	281	27	.	.	PUNCT
brj-24227	282	1	vallee	vallee	PROPN
brj-24227	282	2	et	et	PROPN
brj-24227	282	3	al	al	PROPN
brj-24227	282	4	.	.	PROPN
brj-24227	282	5	(	(	PUNCT
brj-24227	282	6	2011	2011	NUM
brj-24227	282	7	)	)	PUNCT
brj-24227	282	8	modelled	model	VERB
brj-24227	282	9	the	the	DET
brj-24227	282	10	truss	truss	NOUN
brj-24227	282	11	with	with	ADP
brj-24227	282	12	a	a	DET
brj-24227	282	13	solid	solid	ADJ
brj-24227	282	14	element	element	NOUN
brj-24227	282	15	with	with	ADP
brj-24227	282	16	nonlinear	nonlinear	ADJ
brj-24227	282	17	timber	timber	NOUN
brj-24227	282	18	properties	property	NOUN
brj-24227	282	19	while	while	SCONJ
brj-24227	282	20	the	the	DET
brj-24227	282	21	steel	steel	NOUN
brj-24227	282	22	dowel	dowel	NOUN
brj-24227	282	23	was	be	AUX
brj-24227	282	24	assumed	assume	VERB
brj-24227	282	25	to	to	PART
brj-24227	282	26	be	be	AUX
brj-24227	282	27	linear	linear	ADJ
brj-24227	282	28	.	.	PUNCT
brj-24227	283	1	the	the	DET
brj-24227	283	2	norris	norris	PROPN
brj-24227	283	3	criterion	criterion	NOUN
brj-24227	283	4	(	(	PUNCT
brj-24227	283	5	norris	norris	PROPN
brj-24227	283	6	1962	1962	NUM
brj-24227	283	7	)	)	PUNCT
brj-24227	283	8	was	be	AUX
brj-24227	283	9	applied	apply	VERB
brj-24227	283	10	and	and	CCONJ
brj-24227	283	11	contact	contact	NOUN
brj-24227	283	12	forces	force	NOUN
brj-24227	283	13	were	be	AUX
brj-24227	283	14	included	include	VERB
brj-24227	283	15	.	.	PUNCT
brj-24227	284	1	results	result	NOUN
brj-24227	284	2	and	and	CCONJ
brj-24227	284	3	discussion	discussion	NOUN
brj-24227	284	4	according	accord	VERB
brj-24227	284	5	to	to	ADP
brj-24227	284	6	the	the	DET
brj-24227	284	7	results	result	NOUN
brj-24227	284	8	of	of	ADP
brj-24227	284	9	the	the	DET
brj-24227	284	10	study	study	NOUN
brj-24227	284	11	,	,	PUNCT
brj-24227	284	12	model	model	NOUN
brj-24227	284	13	1	1	NUM
brj-24227	284	14	showed	show	VERB
brj-24227	284	15	that	that	SCONJ
brj-24227	284	16	the	the	DET
brj-24227	284	17	failure	failure	NOUN
brj-24227	284	18	occurred	occur	VERB
brj-24227	284	19	at	at	ADP
brj-24227	284	20	the	the	DET
brj-24227	284	21	joints	joint	NOUN
brj-24227	284	22	.	.	PUNCT
brj-24227	285	1	the	the	DET
brj-24227	285	2	failure	failure	NOUN
brj-24227	285	3	load	load	NOUN
brj-24227	285	4	was	be	AUX
brj-24227	285	5	22.5	22.5	NUM
brj-24227	285	6	kn	kn	NOUN
brj-24227	285	7	and	and	CCONJ
brj-24227	285	8	the	the	DET
brj-24227	285	9	corresponding	correspond	VERB
brj-24227	285	10	deflection	deflection	NOUN
brj-24227	285	11	was	be	AUX
brj-24227	285	12	0.6	0.6	NUM
brj-24227	285	13	mm	mm	NOUN
brj-24227	285	14	.	.	PUNCT
brj-24227	286	1	at	at	ADP
brj-24227	286	2	the	the	DET
brj-24227	286	3	failure	failure	NOUN
brj-24227	286	4	load	load	NOUN
brj-24227	286	5	,	,	PUNCT
brj-24227	286	6	the	the	DET
brj-24227	286	7	stress	stress	NOUN
brj-24227	286	8	in	in	ADP
brj-24227	286	9	the	the	DET
brj-24227	286	10	timber	timber	NOUN
brj-24227	286	11	members	member	NOUN
brj-24227	286	12	was	be	AUX
brj-24227	286	13	1	1	NUM
brj-24227	286	14	to	to	PART
brj-24227	286	15	2	2	NUM
brj-24227	286	16	mpa	mpa	NOUN
brj-24227	286	17	.	.	PUNCT
brj-24227	287	1	analyses	analysis	NOUN
brj-24227	287	2	with	with	ADP
brj-24227	287	3	model	model	NOUN
brj-24227	287	4	2	2	NUM
brj-24227	287	5	were	be	AUX
brj-24227	287	6	performed	perform	VERB
brj-24227	287	7	step	step	NOUN
brj-24227	287	8	-	-	PUNCT
brj-24227	287	9	by	by	ADP
brj-24227	287	10	-	-	PUNCT
brj-24227	287	11	step	step	NOUN
brj-24227	287	12	.	.	PUNCT
brj-24227	288	1	firstly	firstly	ADV
brj-24227	288	2	,	,	PUNCT
brj-24227	288	3	only	only	ADV
brj-24227	288	4	p-∆	p-∆	ADP
brj-24227	288	5	effects	effect	NOUN
brj-24227	288	6	were	be	AUX
brj-24227	288	7	included	include	VERB
brj-24227	288	8	in	in	ADP
brj-24227	288	9	the	the	DET
brj-24227	288	10	elastic	elastic	ADJ
brj-24227	288	11	analysis	analysis	NOUN
brj-24227	288	12	,	,	PUNCT
brj-24227	288	13	and	and	CCONJ
brj-24227	288	14	it	it	PRON
brj-24227	288	15	showed	show	VERB
brj-24227	288	16	similar	similar	ADJ
brj-24227	288	17	results	result	NOUN
brj-24227	288	18	to	to	PART
brj-24227	288	19	model	model	VERB
brj-24227	288	20	1	1	NUM
brj-24227	288	21	.	.	PUNCT
brj-24227	289	1	deflections	deflection	NOUN
brj-24227	289	2	were	be	AUX
brj-24227	289	3	increased	increase	VERB
brj-24227	289	4	but	but	CCONJ
brj-24227	289	5	only	only	ADV
brj-24227	289	6	by	by	ADP
brj-24227	289	7	0.1	0.1	NUM
brj-24227	289	8	%	%	NOUN
brj-24227	289	9	while	while	SCONJ
brj-24227	289	10	forces	force	NOUN
brj-24227	289	11	and	and	CCONJ
brj-24227	289	12	stresses	stress	NOUN
brj-24227	289	13	did	do	AUX
brj-24227	289	14	not	not	PART
brj-24227	289	15	change	change	VERB
brj-24227	289	16	.	.	PUNCT
brj-24227	290	1	after	after	ADP
brj-24227	290	2	that	that	PRON
brj-24227	290	3	,	,	PUNCT
brj-24227	290	4	analysis	analysis	NOUN
brj-24227	290	5	was	be	AUX
brj-24227	290	6	repeated	repeat	VERB
brj-24227	290	7	with	with	ADP
brj-24227	290	8	semi	semi	ADJ
brj-24227	290	9	-	-	ADJ
brj-24227	290	10	rigid	rigid	ADJ
brj-24227	290	11	joints	joint	NOUN
brj-24227	290	12	.	.	PUNCT
brj-24227	291	1	according	accord	VERB
brj-24227	291	2	to	to	ADP
brj-24227	291	3	the	the	DET
brj-24227	291	4	analysis	analysis	NOUN
brj-24227	291	5	results	result	NOUN
brj-24227	291	6	,	,	PUNCT
brj-24227	291	7	deflections	deflection	NOUN
brj-24227	291	8	were	be	AUX
brj-24227	291	9	increased	increase	VERB
brj-24227	291	10	by	by	ADP
brj-24227	291	11	3	3	NUM
brj-24227	291	12	%	%	NOUN
brj-24227	291	13	while	while	SCONJ
brj-24227	291	14	the	the	DET
brj-24227	291	15	increases	increase	NOUN
brj-24227	291	16	in	in	ADP
brj-24227	291	17	forces	force	NOUN
brj-24227	291	18	and	and	CCONJ
brj-24227	291	19	stresses	stress	NOUN
brj-24227	291	20	were	be	AUX
brj-24227	291	21	still	still	ADV
brj-24227	291	22	small	small	ADJ
brj-24227	291	23	.	.	PUNCT
brj-24227	292	1	model	model	NOUN
brj-24227	292	2	3	3	NUM
brj-24227	292	3	analyses	analysis	NOUN
brj-24227	292	4	failed	fail	VERB
brj-24227	292	5	at	at	ADP
brj-24227	292	6	32.42	32.42	NUM
brj-24227	292	7	kn	kn	PROPN
brj-24227	292	8	.	.	PUNCT
brj-24227	293	1	the	the	DET
brj-24227	293	2	failure	failure	NOUN
brj-24227	293	3	occurred	occur	VERB
brj-24227	293	4	at	at	ADP
brj-24227	293	5	the	the	DET
brj-24227	293	6	joints	joint	NOUN
brj-24227	293	7	.	.	PUNCT
brj-24227	294	1	the	the	DET
brj-24227	294	2	deflection	deflection	NOUN
brj-24227	294	3	of	of	ADP
brj-24227	294	4	the	the	DET
brj-24227	294	5	truss	truss	NOUN
brj-24227	294	6	at	at	ADP
brj-24227	294	7	the	the	DET
brj-24227	294	8	failure	failure	NOUN
brj-24227	294	9	load	load	NOUN
brj-24227	294	10	was	be	AUX
brj-24227	294	11	calculated	calculate	VERB
brj-24227	294	12	as	as	ADP
brj-24227	294	13	14	14	NUM
brj-24227	294	14	mm	mm	NOUN
brj-24227	294	15	.	.	PUNCT
brj-24227	295	1	the	the	DET
brj-24227	295	2	failure	failure	NOUN
brj-24227	295	3	load	load	NOUN
brj-24227	295	4	calculated	calculate	VERB
brj-24227	295	5	for	for	ADP
brj-24227	295	6	model	model	NOUN
brj-24227	295	7	4	4	NUM
brj-24227	295	8	was	be	AUX
brj-24227	295	9	39.5	39.5	NUM
brj-24227	295	10	kn	kn	PROPN
brj-24227	295	11	.	.	PUNCT
brj-24227	296	1	failure	failure	NOUN
brj-24227	296	2	mode	mode	NOUN
brj-24227	296	3	was	be	AUX
brj-24227	296	4	rupture	rupture	NOUN
brj-24227	296	5	of	of	ADP
brj-24227	296	6	timber	timber	NOUN
brj-24227	296	7	at	at	ADP
brj-24227	296	8	the	the	DET
brj-24227	296	9	joints	joint	NOUN
brj-24227	296	10	.	.	PUNCT
brj-24227	297	1	the	the	DET
brj-24227	297	2	deflection	deflection	NOUN
brj-24227	297	3	at	at	ADP
brj-24227	297	4	the	the	DET
brj-24227	297	5	failure	failure	NOUN
brj-24227	297	6	load	load	NOUN
brj-24227	297	7	was	be	AUX
brj-24227	297	8	16	16	NUM
brj-24227	297	9	mm	mm	NOUN
brj-24227	297	10	.	.	PUNCT
brj-24227	298	1	finally	finally	ADV
brj-24227	298	2	,	,	PUNCT
brj-24227	298	3	model	model	NOUN
brj-24227	298	4	5	5	NUM
brj-24227	298	5	showed	show	VERB
brj-24227	298	6	a	a	DET
brj-24227	298	7	failure	failure	NOUN
brj-24227	298	8	load	load	NOUN
brj-24227	298	9	of	of	ADP
brj-24227	298	10	41.5	41.5	NUM
brj-24227	298	11	kn	kn	NOUN
brj-24227	298	12	with	with	ADP
brj-24227	298	13	a	a	DET
brj-24227	298	14	deflection	deflection	NOUN
brj-24227	298	15	of	of	ADP
brj-24227	298	16	10.45	10.45	NUM
brj-24227	298	17	mm	mm	NOUN
brj-24227	298	18	.	.	PUNCT
brj-24227	299	1	the	the	DET
brj-24227	299	2	deformed	deform	VERB
brj-24227	299	3	shapes	shape	NOUN
brj-24227	299	4	and	and	CCONJ
brj-24227	299	5	stress	stress	NOUN
brj-24227	299	6	diagrams	diagram	NOUN
brj-24227	299	7	are	be	AUX
brj-24227	299	8	shown	show	VERB
brj-24227	299	9	in	in	ADP
brj-24227	299	10	fig	fig	NOUN
brj-24227	299	11	.	.	PUNCT
brj-24227	300	1	10	10	NUM
brj-24227	300	2	.	.	PUNCT
brj-24227	301	1	the	the	DET
brj-24227	301	2	comparative	comparative	ADJ
brj-24227	301	3	analysis	analysis	NOUN
brj-24227	301	4	results	result	NOUN
brj-24227	301	5	are	be	AUX
brj-24227	301	6	given	give	VERB
brj-24227	301	7	in	in	ADP
brj-24227	301	8	table	table	NOUN
brj-24227	301	9	2	2	NUM
brj-24227	301	10	.	.	PUNCT
brj-24227	301	11	fig	fig	NOUN
brj-24227	301	12	.	.	PUNCT
brj-24227	302	1	10	10	NUM
brj-24227	302	2	.	.	PUNCT
brj-24227	302	3	stress	stress	NOUN
brj-24227	302	4	diagram	diagram	NOUN
brj-24227	302	5	of	of	ADP
brj-24227	302	6	model	model	NOUN
brj-24227	302	7	4	4	NUM
brj-24227	302	8	according	accord	VERB
brj-24227	302	9	to	to	ADP
brj-24227	302	10	the	the	DET
brj-24227	302	11	study	study	NOUN
brj-24227	302	12	results	result	NOUN
brj-24227	302	13	,	,	PUNCT
brj-24227	302	14	linear	linear	ADJ
brj-24227	302	15	elastic	elastic	ADJ
brj-24227	302	16	models	model	NOUN
brj-24227	302	17	such	such	ADJ
brj-24227	302	18	as	as	ADP
brj-24227	302	19	model	model	NOUN
brj-24227	302	20	1	1	NUM
brj-24227	302	21	and	and	CCONJ
brj-24227	302	22	model	model	NOUN
brj-24227	302	23	2	2	NUM
brj-24227	302	24	showed	show	VERB
brj-24227	302	25	failure	failure	NOUN
brj-24227	302	26	loads	load	NOUN
brj-24227	302	27	that	that	PRON
brj-24227	302	28	were	be	AUX
brj-24227	302	29	not	not	PART
brj-24227	302	30	similar	similar	ADJ
brj-24227	302	31	to	to	ADP
brj-24227	302	32	the	the	DET
brj-24227	302	33	experiments	experiment	NOUN
brj-24227	302	34	.	.	PUNCT
brj-24227	303	1	the	the	DET
brj-24227	303	2	displacements	displacement	NOUN
brj-24227	303	3	of	of	ADP
brj-24227	303	4	model	model	NOUN
brj-24227	303	5	1	1	NUM
brj-24227	303	6	and	and	CCONJ
brj-24227	303	7	model	model	NOUN
brj-24227	303	8	2	2	NUM
brj-24227	303	9	likely	likely	ADV
brj-24227	303	10	showed	show	VERB
brj-24227	303	11	95	95	NUM
brj-24227	303	12	%	%	NOUN
brj-24227	303	13	deviation	deviation	NOUN
brj-24227	303	14	from	from	ADP
brj-24227	303	15	the	the	DET
brj-24227	303	16	test	test	NOUN
brj-24227	303	17	results	result	NOUN
brj-24227	303	18	.	.	PUNCT
brj-24227	304	1	it	it	PRON
brj-24227	304	2	can	can	AUX
brj-24227	304	3	be	be	AUX
brj-24227	304	4	said	say	VERB
brj-24227	304	5	that	that	SCONJ
brj-24227	304	6	the	the	DET
brj-24227	304	7	difference	difference	NOUN
brj-24227	304	8	between	between	ADP
brj-24227	304	9	the	the	DET
brj-24227	304	10	elastic	elastic	ADJ
brj-24227	304	11	analyses	analysis	NOUN
brj-24227	304	12	and	and	CCONJ
brj-24227	304	13	test	test	NOUN
brj-24227	304	14	results	result	NOUN
brj-24227	304	15	was	be	AUX
brj-24227	304	16	mainly	mainly	ADV
brj-24227	304	17	caused	cause	VERB
brj-24227	304	18	by	by	ADP
brj-24227	304	19	the	the	DET
brj-24227	304	20	inelastic	inelastic	ADJ
brj-24227	304	21	behaviour	behaviour	NOUN
brj-24227	304	22	of	of	ADP
brj-24227	304	23	the	the	DET
brj-24227	304	24	materials	material	NOUN
brj-24227	304	25	and	and	CCONJ
brj-24227	304	26	the	the	DET
brj-24227	304	27	behaviour	behaviour	NOUN
brj-24227	304	28	of	of	ADP
brj-24227	304	29	the	the	DET
brj-24227	304	30	connections	connection	NOUN
brj-24227	304	31	in	in	ADP
brj-24227	304	32	the	the	DET
brj-24227	304	33	initial	initial	ADJ
brj-24227	304	34	slip	slip	NOUN
brj-24227	304	35	phase	phase	NOUN
brj-24227	304	36	.	.	PUNCT
brj-24227	305	1	initial	initial	ADJ
brj-24227	305	2	slip	slip	NOUN
brj-24227	305	3	caused	cause	VERB
brj-24227	305	4	a	a	DET
brj-24227	305	5	large	large	ADJ
brj-24227	305	6	increase	increase	NOUN
brj-24227	305	7	in	in	ADP
brj-24227	305	8	the	the	DET
brj-24227	305	9	global	global	ADJ
brj-24227	305	10	displacement	displacement	NOUN
brj-24227	305	11	of	of	ADP
brj-24227	305	12	the	the	DET
brj-24227	305	13	truss	truss	NOUN
brj-24227	305	14	due	due	ADP
brj-24227	305	15	to	to	ADP
brj-24227	305	16	the	the	DET
brj-24227	305	17	statically	statically	ADV
brj-24227	305	18	determinate	determinate	VERB
brj-24227	305	19	nature	nature	NOUN
brj-24227	305	20	of	of	ADP
brj-24227	305	21	the	the	DET
brj-24227	305	22	problem	problem	NOUN
brj-24227	305	23	.	.	PUNCT
brj-24227	306	1	without	without	ADP
brj-24227	306	2	modelling	model	VERB
brj-24227	306	3	the	the	DET
brj-24227	306	4	real	real	ADJ
brj-24227	306	5	behaviour	behaviour	NOUN
brj-24227	306	6	of	of	ADP
brj-24227	306	7	the	the	DET
brj-24227	306	8	connection	connection	NOUN
brj-24227	306	9	according	accord	VERB
brj-24227	306	10	to	to	ADP
brj-24227	306	11	model	model	NOUN
brj-24227	306	12	1	1	NUM
brj-24227	306	13	and	and	CCONJ
brj-24227	306	14	model	model	NOUN
brj-24227	306	15	2	2	NUM
brj-24227	306	16	,	,	PUNCT
brj-24227	306	17	the	the	DET
brj-24227	306	18	displacements	displacement	NOUN
brj-24227	306	19	can	can	AUX
brj-24227	306	20	not	not	PART
brj-24227	306	21	be	be	AUX
brj-24227	306	22	correctly	correctly	ADV
brj-24227	306	23	captured	capture	VERB
brj-24227	306	24	.	.	PUNCT
brj-24227	307	1	however	however	ADV
brj-24227	307	2	,	,	PUNCT
brj-24227	307	3	even	even	ADV
brj-24227	307	4	without	without	ADP
brj-24227	307	5	modelling	model	VERB
brj-24227	307	6	the	the	DET
brj-24227	307	7	connections	connection	NOUN
brj-24227	307	8	,	,	PUNCT
brj-24227	307	9	there	there	PRON
brj-24227	307	10	was	be	VERB
brj-24227	307	11	a	a	DET
brj-24227	307	12	correlation	correlation	NOUN
brj-24227	307	13	between	between	ADP
brj-24227	307	14	the	the	DET
brj-24227	307	15	test	test	NOUN
brj-24227	307	16	and	and	CCONJ
brj-24227	307	17	analysis	analysis	NOUN
brj-24227	307	18	results	result	NOUN
brj-24227	307	19	.	.	PUNCT
brj-24227	308	1	peer	peer	NOUN
brj-24227	308	2	-	-	PUNCT
brj-24227	308	3	reviewed	review	VERB
brj-24227	308	4	article	article	NOUN
brj-24227	308	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	308	6	celik	celik	VERB
brj-24227	308	7	et	et	PROPN
brj-24227	308	8	al	al	PROPN
brj-24227	308	9	.	.	PROPN
brj-24227	309	1	(	(	PUNCT
brj-24227	309	2	2025	2025	NUM
brj-24227	309	3	)	)	PUNCT
brj-24227	309	4	.	.	PUNCT
brj-24227	310	1	“	"	PUNCT
brj-24227	310	2	timber	timber	NOUN
brj-24227	310	3	structure	structure	NOUN
brj-24227	310	4	model	model	NOUN
brj-24227	310	5	options	option	NOUN
brj-24227	310	6	,	,	PUNCT
brj-24227	310	7	”	"	PUNCT
brj-24227	310	8	bioresources	bioresource	NOUN
brj-24227	310	9	20(2	20(2	NUM
brj-24227	310	10	)	)	PUNCT
brj-24227	310	11	,	,	PUNCT
brj-24227	310	12	3587	3587	NUM
brj-24227	310	13	-	-	SYM
brj-24227	310	14	3603	3603	NUM
brj-24227	310	15	.	.	PUNCT
brj-24227	311	1	3598	3598	NUM
brj-24227	311	2	table	table	NOUN
brj-24227	311	3	2	2	NUM
brj-24227	311	4	.	.	PUNCT
brj-24227	311	5	analysis	analysis	NOUN
brj-24227	311	6	results	result	NOUN
brj-24227	311	7	of	of	ADP
brj-24227	311	8	models	model	NOUN
brj-24227	311	9	models	model	NOUN
brj-24227	311	10	model	model	VERB
brj-24227	311	11	1	1	NUM
brj-24227	311	12	model	model	NOUN
brj-24227	311	13	2	2	NUM
brj-24227	311	14	model	model	NOUN
brj-24227	311	15	3	3	NUM
brj-24227	311	16	model	model	NOUN
brj-24227	311	17	4	4	NUM
brj-24227	311	18	model	model	NOUN
brj-24227	311	19	5	5	NUM
brj-24227	311	20	test	test	NOUN
brj-24227	311	21	failure	failure	NOUN
brj-24227	311	22	load	load	NOUN
brj-24227	311	23	(	(	PUNCT
brj-24227	311	24	kn	kn	NOUN
brj-24227	311	25	)	)	PUNCT
brj-24227	311	26	22.5	22.5	NUM
brj-24227	311	27	22.5	22.5	NUM
brj-24227	311	28	32.42	32.42	NUM
brj-24227	311	29	39.5	39.5	NUM
brj-24227	311	30	41.5	41.5	NUM
brj-24227	311	31	44.9	44.9	NUM
brj-24227	311	32	model	model	NOUN
brj-24227	311	33	/	/	SYM
brj-24227	311	34	test	test	NOUN
brj-24227	311	35	for	for	ADP
brj-24227	311	36	failure	failure	NOUN
brj-24227	311	37	50	50	NUM
brj-24227	311	38	%	%	NOUN
brj-24227	311	39	50	50	NUM
brj-24227	311	40	%	%	NOUN
brj-24227	311	41	72	72	NUM
brj-24227	311	42	%	%	NOUN
brj-24227	311	43	88	88	NUM
brj-24227	311	44	%	%	NOUN
brj-24227	311	45	92	92	NUM
brj-24227	311	46	%	%	NOUN
brj-24227	311	47	displacement	displacement	NOUN
brj-24227	311	48	(	(	PUNCT
brj-24227	311	49	mm	mm	NOUN
brj-24227	311	50	)	)	PUNCT
brj-24227	311	51	0.6	0.6	NUM
brj-24227	311	52	0.62	0.62	NUM
brj-24227	311	53	14	14	NUM
brj-24227	311	54	16	16	NUM
brj-24227	311	55	10.45	10.45	NUM
brj-24227	311	56	11	11	NUM
brj-24227	311	57	model	model	NOUN
brj-24227	311	58	/	/	SYM
brj-24227	311	59	test	test	NOUN
brj-24227	311	60	for	for	ADP
brj-24227	311	61	displacement	displacement	NOUN
brj-24227	311	62	5	5	NUM
brj-24227	311	63	%	%	NOUN
brj-24227	311	64	6	6	NUM
brj-24227	311	65	%	%	NOUN
brj-24227	311	66	127	127	NUM
brj-24227	311	67	%	%	NOUN
brj-24227	311	68	145	145	NUM
brj-24227	311	69	%	%	NOUN
brj-24227	311	70	95	95	NUM
brj-24227	311	71	%	%	NOUN
brj-24227	311	72	failure	failure	NOUN
brj-24227	311	73	mode	mode	NOUN
brj-24227	311	74	joint	joint	ADJ
brj-24227	311	75	joint	joint	ADJ
brj-24227	311	76	joint	joint	ADJ
brj-24227	311	77	fracture	fracture	NOUN
brj-24227	311	78	in	in	ADP
brj-24227	311	79	timber	timber	NOUN
brj-24227	311	80	fracture	fracture	NOUN
brj-24227	311	81	in	in	ADP
brj-24227	311	82	timber	timber	NOUN
brj-24227	311	83	fracture	fracture	NOUN
brj-24227	311	84	in	in	ADP
brj-24227	311	85	timber	timber	NOUN
brj-24227	311	86	feasibility	feasibility	NOUN
brj-24227	311	87	global	global	ADJ
brj-24227	311	88	global	global	PROPN
brj-24227	311	89	global	global	PROPN
brj-24227	311	90	localglobal	localglobal	PROPN
brj-24227	311	91	localglobal	localglobal	PROPN
brj-24227	311	92	complexity	complexity	PROPN
brj-24227	311	93	easy	easy	ADV
brj-24227	311	94	easy	easy	ADJ
brj-24227	311	95	hard	hard	ADJ
brj-24227	311	96	hardextreme	hardextreme	ADJ
brj-24227	311	97	extreme	extreme	ADJ
brj-24227	311	98	extreme	extreme	ADJ
brj-24227	311	99	figure	figure	NOUN
brj-24227	311	100	11	11	NUM
brj-24227	311	101	shows	show	VERB
brj-24227	311	102	the	the	DET
brj-24227	311	103	elastic	elastic	ADJ
brj-24227	311	104	failure	failure	NOUN
brj-24227	311	105	loads	load	VERB
brj-24227	311	106	from	from	ADP
brj-24227	311	107	the	the	DET
brj-24227	311	108	study	study	NOUN
brj-24227	311	109	results	result	NOUN
brj-24227	311	110	.	.	PUNCT
brj-24227	312	1	most	most	ADJ
brj-24227	312	2	of	of	ADP
brj-24227	312	3	the	the	DET
brj-24227	312	4	displacements	displacement	NOUN
brj-24227	312	5	were	be	AUX
brj-24227	312	6	realized	realize	VERB
brj-24227	312	7	in	in	ADP
brj-24227	312	8	the	the	DET
brj-24227	312	9	initial	initial	ADJ
brj-24227	312	10	slip	slip	NOUN
brj-24227	312	11	region	region	NOUN
brj-24227	312	12	.	.	PUNCT
brj-24227	313	1	it	it	PRON
brj-24227	313	2	can	can	AUX
brj-24227	313	3	be	be	AUX
brj-24227	313	4	assumed	assume	VERB
brj-24227	313	5	that	that	SCONJ
brj-24227	313	6	until	until	SCONJ
brj-24227	313	7	the	the	DET
brj-24227	313	8	initial	initial	ADJ
brj-24227	313	9	slip	slip	NOUN
brj-24227	313	10	is	be	AUX
brj-24227	313	11	complete	complete	ADJ
brj-24227	313	12	,	,	PUNCT
brj-24227	313	13	the	the	DET
brj-24227	313	14	structure	structure	NOUN
brj-24227	313	15	deforms	deform	VERB
brj-24227	313	16	similarly	similarly	ADV
brj-24227	313	17	to	to	ADP
brj-24227	313	18	an	an	DET
brj-24227	313	19	unstable	unstable	ADJ
brj-24227	313	20	structure	structure	NOUN
brj-24227	313	21	.	.	PUNCT
brj-24227	314	1	after	after	SCONJ
brj-24227	314	2	the	the	DET
brj-24227	314	3	initial	initial	ADJ
brj-24227	314	4	slip	slip	NOUN
brj-24227	314	5	is	be	AUX
brj-24227	314	6	complete	complete	ADJ
brj-24227	314	7	,	,	PUNCT
brj-24227	314	8	the	the	DET
brj-24227	314	9	system	system	NOUN
brj-24227	314	10	becomes	become	VERB
brj-24227	314	11	statically	statically	ADV
brj-24227	314	12	determinate	determinate	ADJ
brj-24227	314	13	,	,	PUNCT
brj-24227	314	14	and	and	CCONJ
brj-24227	314	15	the	the	DET
brj-24227	314	16	load	load	NOUN
brj-24227	314	17	can	can	AUX
brj-24227	314	18	be	be	AUX
brj-24227	314	19	transferred	transfer	VERB
brj-24227	314	20	between	between	ADP
brj-24227	314	21	the	the	DET
brj-24227	314	22	elements	element	NOUN
brj-24227	314	23	.	.	PUNCT
brj-24227	315	1	based	base	VERB
brj-24227	315	2	on	on	ADP
brj-24227	315	3	these	these	DET
brj-24227	315	4	results	result	NOUN
brj-24227	315	5	,	,	PUNCT
brj-24227	315	6	equation	equation	NOUN
brj-24227	315	7	1	1	NUM
brj-24227	315	8	is	be	AUX
brj-24227	315	9	proposed	propose	VERB
brj-24227	315	10	by	by	ADP
brj-24227	315	11	the	the	DET
brj-24227	315	12	authors	author	NOUN
brj-24227	315	13	.	.	PUNCT
brj-24227	316	1	∑	∑	PUNCT
brj-24227	316	2	𝛿	𝛿	DET
brj-24227	316	3	𝑗	𝑗	INTJ
brj-24227	316	4	𝑥=	𝑥=	ADJ
brj-24227	316	5	𝑖	𝑖	SYM
brj-24227	316	6	=	=	PUNCT
brj-24227	316	7	𝛿𝑥	𝛿𝑥	PROPN
brj-24227	316	8	+	+	NUM
brj-24227	316	9	𝛿𝑔𝑙𝑜𝑏𝑎𝑙,𝑒𝑙𝑎𝑠𝑡𝑖𝑐	𝛿𝑔𝑙𝑜𝑏𝑎𝑙,𝑒𝑙𝑎𝑠𝑡𝑖𝑐	NOUN
brj-24227	317	1	=	=	NOUN
brj-24227	317	2	𝛿𝑠𝑦𝑠𝑡𝑒𝑚	𝛿𝑠𝑦𝑠𝑡𝑒𝑚	NOUN
brj-24227	317	3	(	(	PUNCT
brj-24227	317	4	1	1	X
brj-24227	317	5	)	)	PUNCT
brj-24227	317	6	where	where	SCONJ
brj-24227	317	7	𝛿	𝛿	NOUN
brj-24227	317	8	is	be	AUX
brj-24227	317	9	displacement	displacement	ADJ
brj-24227	317	10	.	.	PUNCT
brj-24227	318	1	according	accord	VERB
brj-24227	318	2	to	to	ADP
brj-24227	318	3	this	this	DET
brj-24227	318	4	equation	equation	NOUN
brj-24227	318	5	,	,	PUNCT
brj-24227	318	6	the	the	DET
brj-24227	318	7	deflection	deflection	NOUN
brj-24227	318	8	of	of	ADP
brj-24227	318	9	the	the	DET
brj-24227	318	10	global	global	ADJ
brj-24227	318	11	structural	structural	ADJ
brj-24227	318	12	system	system	NOUN
brj-24227	318	13	is	be	AUX
brj-24227	318	14	equal	equal	ADJ
brj-24227	318	15	to	to	ADP
brj-24227	318	16	the	the	DET
brj-24227	318	17	sum	sum	NOUN
brj-24227	318	18	of	of	ADP
brj-24227	318	19	all	all	DET
brj-24227	318	20	the	the	DET
brj-24227	318	21	initial	initial	ADJ
brj-24227	318	22	slip	slip	NOUN
brj-24227	318	23	deformation	deformation	NOUN
brj-24227	318	24	of	of	ADP
brj-24227	318	25	joints	joint	NOUN
brj-24227	318	26	and	and	CCONJ
brj-24227	318	27	the	the	DET
brj-24227	318	28	deflection	deflection	NOUN
brj-24227	318	29	calculated	calculate	VERB
brj-24227	318	30	from	from	ADP
brj-24227	318	31	the	the	DET
brj-24227	318	32	global	global	ADJ
brj-24227	318	33	elastic	elastic	ADJ
brj-24227	318	34	structural	structural	ADJ
brj-24227	318	35	analysis	analysis	NOUN
brj-24227	318	36	.	.	PUNCT
brj-24227	319	1	some	some	DET
brj-24227	319	2	assumptions	assumption	NOUN
brj-24227	319	3	have	have	AUX
brj-24227	319	4	been	be	AUX
brj-24227	319	5	made	make	VERB
brj-24227	319	6	for	for	ADP
brj-24227	319	7	the	the	DET
brj-24227	319	8	equation	equation	NOUN
brj-24227	319	9	;	;	PUNCT
brj-24227	319	10	initial	initial	ADJ
brj-24227	319	11	slip	slip	NOUN
brj-24227	319	12	does	do	AUX
brj-24227	319	13	not	not	PART
brj-24227	319	14	cause	cause	VERB
brj-24227	319	15	any	any	DET
brj-24227	319	16	significant	significant	ADJ
brj-24227	319	17	value	value	NOUN
brj-24227	319	18	of	of	ADP
brj-24227	319	19	stress	stress	NOUN
brj-24227	319	20	at	at	ADP
brj-24227	319	21	the	the	DET
brj-24227	319	22	elements	element	NOUN
brj-24227	319	23	,	,	PUNCT
brj-24227	319	24	initial	initial	ADJ
brj-24227	319	25	slip	slip	NOUN
brj-24227	319	26	can	can	AUX
brj-24227	319	27	be	be	AUX
brj-24227	319	28	ignored	ignore	VERB
brj-24227	319	29	in	in	ADP
brj-24227	319	30	the	the	DET
brj-24227	319	31	global	global	ADJ
brj-24227	319	32	analysis	analysis	NOUN
brj-24227	319	33	,	,	PUNCT
brj-24227	319	34	and	and	CCONJ
brj-24227	319	35	the	the	DET
brj-24227	319	36	superposition	superposition	NOUN
brj-24227	319	37	principle	principle	NOUN
brj-24227	319	38	is	be	AUX
brj-24227	319	39	valid	valid	ADJ
brj-24227	319	40	for	for	ADP
brj-24227	319	41	the	the	DET
brj-24227	319	42	final	final	ADJ
brj-24227	319	43	deflection	deflection	NOUN
brj-24227	319	44	of	of	ADP
brj-24227	319	45	the	the	DET
brj-24227	319	46	system	system	NOUN
brj-24227	319	47	.	.	PUNCT
brj-24227	320	1	a	a	DET
brj-24227	320	2	)	)	PUNCT
brj-24227	320	3	truss	truss	NOUN
brj-24227	320	4	b	b	NOUN
brj-24227	320	5	)	)	PUNCT
brj-24227	320	6	joint	joint	ADJ
brj-24227	320	7	fig	fig	NOUN
brj-24227	320	8	.	.	PUNCT
brj-24227	321	1	11	11	NUM
brj-24227	321	2	.	.	PUNCT
brj-24227	321	3	load	load	NOUN
brj-24227	321	4	-	-	PUNCT
brj-24227	321	5	displacement	displacement	NOUN
brj-24227	321	6	curves	curve	NOUN
brj-24227	321	7	with	with	ADP
brj-24227	321	8	indication	indication	NOUN
brj-24227	321	9	of	of	ADP
brj-24227	321	10	elastic	elastic	ADJ
brj-24227	321	11	limits	limit	NOUN
brj-24227	321	12	(	(	PUNCT
brj-24227	321	13	adopted	adopt	VERB
brj-24227	321	14	from	from	ADP
brj-24227	321	15	vallee	vallee	PROPN
brj-24227	321	16	et	et	PROPN
brj-24227	321	17	al	al	PROPN
brj-24227	321	18	.	.	PROPN
brj-24227	321	19	2011	2011	NUM
brj-24227	321	20	)	)	PUNCT
brj-24227	321	21	peer	peer	NOUN
brj-24227	321	22	-	-	PUNCT
brj-24227	321	23	reviewed	review	VERB
brj-24227	321	24	article	article	NOUN
brj-24227	321	25	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	321	26	celik	celik	VERB
brj-24227	321	27	et	et	PROPN
brj-24227	321	28	al	al	PROPN
brj-24227	321	29	.	.	PROPN
brj-24227	322	1	(	(	PUNCT
brj-24227	322	2	2025	2025	NUM
brj-24227	322	3	)	)	PUNCT
brj-24227	322	4	.	.	PUNCT
brj-24227	323	1	“	"	PUNCT
brj-24227	323	2	timber	timber	NOUN
brj-24227	323	3	structure	structure	NOUN
brj-24227	323	4	model	model	NOUN
brj-24227	323	5	options	option	NOUN
brj-24227	323	6	,	,	PUNCT
brj-24227	323	7	”	"	PUNCT
brj-24227	323	8	bioresources	bioresource	NOUN
brj-24227	323	9	20(2	20(2	NUM
brj-24227	323	10	)	)	PUNCT
brj-24227	323	11	,	,	PUNCT
brj-24227	323	12	3587	3587	NUM
brj-24227	323	13	-	-	SYM
brj-24227	323	14	3603	3603	NUM
brj-24227	323	15	.	.	PUNCT
brj-24227	324	1	3599	3599	NUM
brj-24227	324	2	eurocode	eurocode	NOUN
brj-24227	324	3	5	5	NUM
brj-24227	324	4	(	(	PUNCT
brj-24227	324	5	2004	2004	NUM
brj-24227	324	6	)	)	PUNCT
brj-24227	324	7	defines	define	VERB
brj-24227	324	8	the	the	DET
brj-24227	324	9	slip	slip	NOUN
brj-24227	324	10	modulus	modulus	NOUN
brj-24227	324	11	according	accord	VERB
brj-24227	324	12	to	to	ADP
brj-24227	324	13	eq	eq	PROPN
brj-24227	324	14	.	.	PROPN
brj-24227	324	15	2	2	NUM
brj-24227	324	16	,	,	PUNCT
brj-24227	324	17	per	per	ADP
brj-24227	324	18	shear	shear	NOUN
brj-24227	324	19	plane	plane	NOUN
brj-24227	324	20	per	per	ADP
brj-24227	324	21	fastener	fastener	NOUN
brj-24227	324	22	.	.	PUNCT
brj-24227	325	1	so	so	ADV
brj-24227	325	2	,	,	PUNCT
brj-24227	325	3	in	in	ADP
brj-24227	325	4	this	this	DET
brj-24227	325	5	example	example	NOUN
brj-24227	325	6	,	,	PUNCT
brj-24227	325	7	connections	connection	NOUN
brj-24227	325	8	have	have	VERB
brj-24227	325	9	four	four	NUM
brj-24227	325	10	shear	shear	NOUN
brj-24227	325	11	planes	plane	NOUN
brj-24227	325	12	,	,	PUNCT
brj-24227	325	13	and	and	CCONJ
brj-24227	325	14	the	the	DET
brj-24227	325	15	slip	slip	NOUN
brj-24227	325	16	modulus	modulus	NOUN
brj-24227	325	17	can	can	AUX
brj-24227	325	18	be	be	AUX
brj-24227	325	19	calculated	calculate	VERB
brj-24227	325	20	as	as	ADP
brj-24227	325	21	11,975	11,975	NUM
brj-24227	325	22	n	n	CCONJ
brj-24227	325	23	/	/	SYM
brj-24227	325	24	mm	mm	NOUN
brj-24227	325	25	by	by	ADP
brj-24227	325	26	considering	consider	VERB
brj-24227	325	27	the	the	DET
brj-24227	325	28	connector	connector	NOUN
brj-24227	325	29	diameter	diameter	NOUN
brj-24227	325	30	and	and	CCONJ
brj-24227	325	31	density	density	NOUN
brj-24227	325	32	of	of	ADP
brj-24227	325	33	timber	timber	NOUN
brj-24227	325	34	.	.	PUNCT
brj-24227	326	1	then	then	ADV
brj-24227	326	2	,	,	PUNCT
brj-24227	326	3	by	by	ADP
brj-24227	326	4	using	use	VERB
brj-24227	326	5	the	the	DET
brj-24227	326	6	failure	failure	NOUN
brj-24227	326	7	load	load	NOUN
brj-24227	326	8	of	of	ADP
brj-24227	326	9	the	the	DET
brj-24227	326	10	joint	joint	NOUN
brj-24227	326	11	,	,	PUNCT
brj-24227	326	12	which	which	PRON
brj-24227	326	13	was	be	AUX
brj-24227	326	14	found	find	VERB
brj-24227	326	15	to	to	PART
brj-24227	326	16	be	be	AUX
brj-24227	326	17	27.5	27.5	NUM
brj-24227	326	18	kn	kn	NOUN
brj-24227	326	19	in	in	ADP
brj-24227	326	20	the	the	DET
brj-24227	326	21	elastic	elastic	ADJ
brj-24227	326	22	region	region	NOUN
brj-24227	326	23	and	and	CCONJ
brj-24227	326	24	the	the	DET
brj-24227	326	25	slip	slip	NOUN
brj-24227	326	26	modulus	modulus	NOUN
brj-24227	326	27	calculated	calculate	VERB
brj-24227	326	28	from	from	ADP
brj-24227	326	29	eq	eq	ADP
brj-24227	326	30	.	.	PROPN
brj-24227	326	31	2	2	NUM
brj-24227	326	32	,	,	PUNCT
brj-24227	326	33	the	the	DET
brj-24227	326	34	slip	slip	NOUN
brj-24227	326	35	deformation	deformation	NOUN
brj-24227	326	36	could	could	AUX
brj-24227	326	37	be	be	AUX
brj-24227	326	38	calculated	calculate	VERB
brj-24227	326	39	as	as	ADP
brj-24227	326	40	2.3	2.3	NUM
brj-24227	326	41	mm	mm	NOUN
brj-24227	326	42	for	for	ADP
brj-24227	326	43	a	a	DET
brj-24227	326	44	joint	joint	ADJ
brj-24227	326	45	connecting	connect	VERB
brj-24227	326	46	four	four	NUM
brj-24227	326	47	elements	element	NOUN
brj-24227	326	48	.	.	PUNCT
brj-24227	327	1	considering	consider	VERB
brj-24227	327	2	all	all	DET
brj-24227	327	3	the	the	DET
brj-24227	327	4	connections	connection	NOUN
brj-24227	327	5	of	of	ADP
brj-24227	327	6	the	the	DET
brj-24227	327	7	truss	truss	NOUN
brj-24227	327	8	,	,	PUNCT
brj-24227	327	9	the	the	DET
brj-24227	327	10	total	total	ADJ
brj-24227	327	11	initial	initial	ADJ
brj-24227	327	12	slip	slip	NOUN
brj-24227	327	13	of	of	ADP
brj-24227	327	14	the	the	DET
brj-24227	327	15	structure	structure	NOUN
brj-24227	327	16	could	could	AUX
brj-24227	327	17	be	be	AUX
brj-24227	327	18	calculated	calculate	VERB
brj-24227	327	19	as	as	ADP
brj-24227	327	20	5.6	5.6	NUM
brj-24227	327	21	mm	mm	NOUN
brj-24227	327	22	.	.	PUNCT
brj-24227	328	1	the	the	DET
brj-24227	328	2	sum	sum	NOUN
brj-24227	328	3	of	of	ADP
brj-24227	328	4	the	the	DET
brj-24227	328	5	linear	linear	ADJ
brj-24227	328	6	elastic	elastic	NOUN
brj-24227	328	7	and	and	CCONJ
brj-24227	328	8	the	the	DET
brj-24227	328	9	initial	initial	ADJ
brj-24227	328	10	slip	slip	NOUN
brj-24227	328	11	displacement	displacement	NOUN
brj-24227	328	12	gives	give	VERB
brj-24227	328	13	5.6	5.6	NUM
brj-24227	328	14	+	+	CCONJ
brj-24227	328	15	0.6	0.6	NUM
brj-24227	328	16	=	=	SYM
brj-24227	328	17	6.2	6.2	NUM
brj-24227	328	18	,	,	PUNCT
brj-24227	328	19	which	which	PRON
brj-24227	328	20	is	be	AUX
brj-24227	328	21	very	very	ADV
brj-24227	328	22	close	close	ADJ
brj-24227	328	23	to	to	ADP
brj-24227	328	24	the	the	DET
brj-24227	328	25	deflection	deflection	NOUN
brj-24227	328	26	at	at	ADP
brj-24227	328	27	the	the	DET
brj-24227	328	28	elastic	elastic	ADJ
brj-24227	328	29	limit	limit	NOUN
brj-24227	328	30	of	of	ADP
brj-24227	328	31	the	the	DET
brj-24227	328	32	truss	truss	NOUN
brj-24227	328	33	,	,	PUNCT
brj-24227	328	34	as	as	SCONJ
brj-24227	328	35	shown	show	VERB
brj-24227	328	36	below	below	ADP
brj-24227	328	37	,	,	PUNCT
brj-24227	328	38	𝐾𝑠𝑒𝑟	𝐾𝑠𝑒𝑟	PROPN
brj-24227	328	39	=	=	SYM
brj-24227	328	40	𝜌𝑚	𝜌𝑚	PROPN
brj-24227	328	41	1.5∗𝑑	1.5∗𝑑	NUM
brj-24227	328	42	23	23	NUM
brj-24227	328	43	(	(	PUNCT
brj-24227	328	44	2	2	NUM
brj-24227	328	45	)	)	PUNCT
brj-24227	328	46	where	where	SCONJ
brj-24227	328	47	k	k	PROPN
brj-24227	328	48	is	be	AUX
brj-24227	328	49	slip	slip	NOUN
brj-24227	328	50	modulus	modulus	NOUN
brj-24227	328	51	,	,	PUNCT
brj-24227	328	52	ρ	ρ	PROPN
brj-24227	328	53	is	be	AUX
brj-24227	328	54	density	density	NOUN
brj-24227	328	55	of	of	ADP
brj-24227	328	56	timber	timber	NOUN
brj-24227	328	57	,	,	PUNCT
brj-24227	328	58	and	and	CCONJ
brj-24227	328	59	d	d	NOUN
brj-24227	328	60	is	be	AUX
brj-24227	328	61	diameter	diameter	NOUN
brj-24227	328	62	of	of	ADP
brj-24227	328	63	connector	connector	NOUN
brj-24227	328	64	.	.	PUNCT
brj-24227	329	1	model	model	NOUN
brj-24227	329	2	3	3	NUM
brj-24227	329	3	was	be	AUX
brj-24227	329	4	successful	successful	ADJ
brj-24227	329	5	in	in	ADP
brj-24227	329	6	determining	determine	VERB
brj-24227	329	7	the	the	DET
brj-24227	329	8	displacement	displacement	NOUN
brj-24227	329	9	.	.	PUNCT
brj-24227	330	1	this	this	PRON
brj-24227	330	2	is	be	AUX
brj-24227	330	3	due	due	ADJ
brj-24227	330	4	to	to	ADP
brj-24227	330	5	the	the	DET
brj-24227	330	6	modelling	modelling	NOUN
brj-24227	330	7	of	of	ADP
brj-24227	330	8	real	real	ADJ
brj-24227	330	9	joint	joint	ADJ
brj-24227	330	10	behaviour	behaviour	NOUN
brj-24227	330	11	.	.	PUNCT
brj-24227	331	1	a	a	DET
brj-24227	331	2	non	non	ADJ
brj-24227	331	3	-	-	ADJ
brj-24227	331	4	linear	linear	ADJ
brj-24227	331	5	analysis	analysis	NOUN
brj-24227	331	6	should	should	AUX
brj-24227	331	7	be	be	AUX
brj-24227	331	8	performed	perform	VERB
brj-24227	331	9	for	for	ADP
brj-24227	331	10	this	this	PRON
brj-24227	331	11	.	.	PUNCT
brj-24227	332	1	a	a	DET
brj-24227	332	2	correlation	correlation	NOUN
brj-24227	332	3	was	be	AUX
brj-24227	332	4	also	also	ADV
brj-24227	332	5	found	find	VERB
brj-24227	332	6	for	for	ADP
brj-24227	332	7	model	model	NOUN
brj-24227	332	8	3	3	NUM
brj-24227	332	9	.	.	PUNCT
brj-24227	333	1	the	the	DET
brj-24227	333	2	initial	initial	ADJ
brj-24227	333	3	slip	slip	NOUN
brj-24227	333	4	can	can	AUX
brj-24227	333	5	be	be	AUX
brj-24227	333	6	taken	take	VERB
brj-24227	333	7	as	as	ADP
brj-24227	333	8	the	the	DET
brj-24227	333	9	flexibility	flexibility	NOUN
brj-24227	333	10	of	of	ADP
brj-24227	333	11	the	the	DET
brj-24227	333	12	joint	joint	NOUN
brj-24227	333	13	.	.	PUNCT
brj-24227	334	1	if	if	SCONJ
brj-24227	334	2	the	the	DET
brj-24227	334	3	global	global	ADJ
brj-24227	334	4	elastic	elastic	ADJ
brj-24227	334	5	analysis	analysis	NOUN
brj-24227	334	6	is	be	AUX
brj-24227	334	7	performed	perform	VERB
brj-24227	334	8	in	in	ADP
brj-24227	334	9	two	two	NUM
brj-24227	334	10	stages	stage	NOUN
brj-24227	334	11	with	with	ADP
brj-24227	334	12	two	two	NUM
brj-24227	334	13	different	different	ADJ
brj-24227	334	14	joint	joint	ADJ
brj-24227	334	15	stiffness	stiffness	NOUN
brj-24227	334	16	,	,	PUNCT
brj-24227	334	17	corresponding	correspond	VERB
brj-24227	334	18	to	to	ADP
brj-24227	334	19	initial	initial	ADJ
brj-24227	334	20	slip	slip	NOUN
brj-24227	334	21	and	and	CCONJ
brj-24227	334	22	elastic	elastic	ADJ
brj-24227	334	23	stage	stage	NOUN
brj-24227	334	24	,	,	PUNCT
brj-24227	334	25	the	the	DET
brj-24227	334	26	final	final	ADJ
brj-24227	334	27	deflection	deflection	NOUN
brj-24227	334	28	of	of	ADP
brj-24227	334	29	the	the	DET
brj-24227	334	30	system	system	NOUN
brj-24227	334	31	will	will	AUX
brj-24227	334	32	be	be	AUX
brj-24227	334	33	the	the	DET
brj-24227	334	34	sum	sum	NOUN
brj-24227	334	35	of	of	ADP
brj-24227	334	36	two	two	NUM
brj-24227	334	37	corresponding	corresponding	ADJ
brj-24227	334	38	results	result	NOUN
brj-24227	334	39	.	.	PUNCT
brj-24227	335	1	the	the	DET
brj-24227	335	2	same	same	ADJ
brj-24227	335	3	assumptions	assumption	NOUN
brj-24227	335	4	have	have	AUX
brj-24227	335	5	been	be	AUX
brj-24227	335	6	made	make	VERB
brj-24227	335	7	for	for	ADP
brj-24227	335	8	this	this	DET
brj-24227	335	9	method	method	NOUN
brj-24227	335	10	.	.	PUNCT
brj-24227	336	1	it	it	PRON
brj-24227	336	2	is	be	AUX
brj-24227	336	3	assumed	assume	VERB
brj-24227	336	4	that	that	SCONJ
brj-24227	336	5	initial	initial	ADJ
brj-24227	336	6	slip	slip	NOUN
brj-24227	336	7	does	do	AUX
brj-24227	336	8	not	not	PART
brj-24227	336	9	cause	cause	VERB
brj-24227	336	10	significant	significant	ADJ
brj-24227	336	11	stress	stress	NOUN
brj-24227	336	12	on	on	ADP
brj-24227	336	13	the	the	DET
brj-24227	336	14	element	element	NOUN
brj-24227	336	15	and	and	CCONJ
brj-24227	336	16	deformation	deformation	NOUN
brj-24227	336	17	due	due	ADP
brj-24227	336	18	to	to	ADP
brj-24227	336	19	initial	initial	ADJ
brj-24227	336	20	slip	slip	NOUN
brj-24227	336	21	can	can	AUX
brj-24227	336	22	be	be	AUX
brj-24227	336	23	ignored	ignore	VERB
brj-24227	336	24	in	in	ADP
brj-24227	336	25	the	the	DET
brj-24227	336	26	global	global	ADJ
brj-24227	336	27	elastic	elastic	ADJ
brj-24227	336	28	analysis	analysis	NOUN
brj-24227	336	29	.	.	PUNCT
brj-24227	337	1	it	it	PRON
brj-24227	337	2	can	can	AUX
brj-24227	337	3	also	also	ADV
brj-24227	337	4	be	be	AUX
brj-24227	337	5	said	say	VERB
brj-24227	337	6	that	that	SCONJ
brj-24227	337	7	modelling	model	VERB
brj-24227	337	8	the	the	DET
brj-24227	337	9	initial	initial	ADJ
brj-24227	337	10	slip	slip	NOUN
brj-24227	337	11	as	as	ADP
brj-24227	337	12	a	a	DET
brj-24227	337	13	connection	connection	NOUN
brj-24227	337	14	stiffness	stiffness	NOUN
brj-24227	337	15	is	be	AUX
brj-24227	337	16	able	able	ADJ
brj-24227	337	17	to	to	PART
brj-24227	337	18	capture	capture	VERB
brj-24227	337	19	the	the	DET
brj-24227	337	20	initial	initial	ADJ
brj-24227	337	21	displacement	displacement	NOUN
brj-24227	337	22	of	of	ADP
brj-24227	337	23	the	the	DET
brj-24227	337	24	truss	truss	NOUN
brj-24227	337	25	.	.	PUNCT
brj-24227	338	1	model	model	PROPN
brj-24227	338	2	4	4	NUM
brj-24227	338	3	was	be	AUX
brj-24227	338	4	successful	successful	ADJ
brj-24227	338	5	in	in	ADP
brj-24227	338	6	determining	determine	VERB
brj-24227	338	7	failure	failure	NOUN
brj-24227	338	8	load	load	NOUN
brj-24227	338	9	and	and	CCONJ
brj-24227	338	10	the	the	DET
brj-24227	338	11	failure	failure	NOUN
brj-24227	338	12	mode	mode	NOUN
brj-24227	338	13	but	but	CCONJ
brj-24227	338	14	was	be	AUX
brj-24227	338	15	slightly	slightly	ADV
brj-24227	338	16	less	less	ADV
brj-24227	338	17	accurate	accurate	ADJ
brj-24227	338	18	in	in	ADP
brj-24227	338	19	determining	determine	VERB
brj-24227	338	20	deflection	deflection	NOUN
brj-24227	338	21	.	.	PUNCT
brj-24227	339	1	this	this	PRON
brj-24227	339	2	is	be	AUX
brj-24227	339	3	due	due	ADJ
brj-24227	339	4	to	to	ADP
brj-24227	339	5	ignoring	ignore	VERB
brj-24227	339	6	second	second	ADJ
brj-24227	339	7	order	order	NOUN
brj-24227	339	8	effects	effect	NOUN
brj-24227	339	9	such	such	ADJ
brj-24227	339	10	as	as	ADP
brj-24227	339	11	contact	contact	NOUN
brj-24227	339	12	.	.	PUNCT
brj-24227	340	1	the	the	DET
brj-24227	340	2	failure	failure	NOUN
brj-24227	340	3	mode	mode	NOUN
brj-24227	340	4	of	of	ADP
brj-24227	340	5	model	model	NOUN
brj-24227	340	6	4	4	NUM
brj-24227	340	7	and	and	CCONJ
brj-24227	340	8	the	the	DET
brj-24227	340	9	test	test	NOUN
brj-24227	340	10	is	be	AUX
brj-24227	340	11	given	give	VERB
brj-24227	340	12	in	in	ADP
brj-24227	340	13	fig	fig	NOUN
brj-24227	340	14	.	.	PUNCT
brj-24227	341	1	12	12	NUM
brj-24227	341	2	.	.	PUNCT
brj-24227	342	1	by	by	ADP
brj-24227	342	2	including	include	VERB
brj-24227	342	3	contact	contact	NOUN
brj-24227	342	4	forces	force	NOUN
brj-24227	342	5	,	,	PUNCT
brj-24227	342	6	more	more	ADV
brj-24227	342	7	accurate	accurate	ADJ
brj-24227	342	8	results	result	NOUN
brj-24227	342	9	can	can	AUX
brj-24227	342	10	be	be	AUX
brj-24227	342	11	obtained	obtain	VERB
brj-24227	342	12	as	as	SCONJ
brj-24227	342	13	shown	show	VERB
brj-24227	342	14	by	by	ADP
brj-24227	342	15	the	the	DET
brj-24227	342	16	results	result	NOUN
brj-24227	342	17	of	of	ADP
brj-24227	342	18	model	model	NOUN
brj-24227	342	19	5	5	NUM
brj-24227	342	20	.	.	PUNCT
brj-24227	342	21	fig	fig	NOUN
brj-24227	342	22	.	.	PUNCT
brj-24227	343	1	12	12	NUM
brj-24227	343	2	.	.	PUNCT
brj-24227	343	3	failure	failure	NOUN
brj-24227	343	4	mode	mode	NOUN
brj-24227	343	5	of	of	ADP
brj-24227	343	6	model	model	NOUN
brj-24227	343	7	4	4	NUM
brj-24227	343	8	and	and	CCONJ
brj-24227	343	9	test	test	NOUN
brj-24227	343	10	(	(	PUNCT
brj-24227	343	11	adopted	adopt	VERB
brj-24227	343	12	from	from	ADP
brj-24227	343	13	vallee	vallee	PROPN
brj-24227	343	14	et	et	PROPN
brj-24227	343	15	al	al	PROPN
brj-24227	343	16	.	.	PROPN
brj-24227	343	17	2011	2011	NUM
brj-24227	343	18	)	)	PUNCT
brj-24227	344	1	this	this	DET
brj-24227	344	2	study	study	NOUN
brj-24227	344	3	reported	report	VERB
brj-24227	344	4	a	a	DET
brj-24227	344	5	short	short	ADJ
brj-24227	344	6	summary	summary	NOUN
brj-24227	344	7	of	of	ADP
brj-24227	344	8	the	the	DET
brj-24227	344	9	literature	literature	NOUN
brj-24227	344	10	on	on	ADP
brj-24227	344	11	the	the	DET
brj-24227	344	12	analysis	analysis	NOUN
brj-24227	344	13	of	of	ADP
brj-24227	344	14	timber	timber	NOUN
brj-24227	344	15	structures	structure	NOUN
brj-24227	344	16	.	.	PUNCT
brj-24227	345	1	modelling	model	VERB
brj-24227	345	2	issues	issue	NOUN
brj-24227	345	3	and	and	CCONJ
brj-24227	345	4	the	the	DET
brj-24227	345	5	nonlinear	nonlinear	ADJ
brj-24227	345	6	complexities	complexity	NOUN
brj-24227	345	7	of	of	ADP
brj-24227	345	8	the	the	DET
brj-24227	345	9	timber	timber	NOUN
brj-24227	345	10	were	be	AUX
brj-24227	345	11	highlighted	highlight	VERB
brj-24227	345	12	.	.	PUNCT
brj-24227	346	1	the	the	DET
brj-24227	346	2	analysis	analysis	NOUN
brj-24227	346	3	methods	method	NOUN
brj-24227	346	4	were	be	AUX
brj-24227	346	5	categorised	categorise	VERB
brj-24227	346	6	in	in	ADP
brj-24227	346	7	terms	term	NOUN
brj-24227	346	8	of	of	ADP
brj-24227	346	9	material	material	NOUN
brj-24227	346	10	and	and	CCONJ
brj-24227	346	11	geometric	geometric	ADJ
brj-24227	346	12	nonlinearities	nonlinearitie	NOUN
brj-24227	346	13	including	include	VERB
brj-24227	346	14	modelling	model	VERB
brj-24227	346	15	aspects	aspect	NOUN
brj-24227	346	16	.	.	PUNCT
brj-24227	347	1	a	a	DET
brj-24227	347	2	full	full	ADJ
brj-24227	347	3	-	-	PUNCT
brj-24227	347	4	scale	scale	NOUN
brj-24227	347	5	test	test	NOUN
brj-24227	347	6	from	from	ADP
brj-24227	347	7	the	the	DET
brj-24227	347	8	literature	literature	NOUN
brj-24227	347	9	was	be	AUX
brj-24227	347	10	considered	consider	VERB
brj-24227	347	11	to	to	PART
brj-24227	347	12	investigate	investigate	VERB
brj-24227	347	13	performances	performance	NOUN
brj-24227	347	14	of	of	ADP
brj-24227	347	15	models	model	NOUN
brj-24227	347	16	.	.	PUNCT
brj-24227	348	1	comparisons	comparison	NOUN
brj-24227	348	2	between	between	ADP
brj-24227	348	3	modelling	model	VERB
brj-24227	348	4	techniques	technique	NOUN
brj-24227	348	5	were	be	AUX
brj-24227	348	6	made	make	VERB
brj-24227	348	7	in	in	ADP
brj-24227	348	8	terms	term	NOUN
brj-24227	348	9	of	of	ADP
brj-24227	348	10	failure	failure	NOUN
brj-24227	348	11	mode	mode	NOUN
brj-24227	348	12	,	,	PUNCT
brj-24227	348	13	failure	failure	NOUN
brj-24227	348	14	load	load	NOUN
brj-24227	348	15	,	,	PUNCT
brj-24227	348	16	and	and	CCONJ
brj-24227	348	17	deflection	deflection	NOUN
brj-24227	348	18	.	.	PUNCT
brj-24227	349	1	according	accord	VERB
brj-24227	349	2	to	to	ADP
brj-24227	349	3	the	the	DET
brj-24227	349	4	results	result	NOUN
brj-24227	349	5	of	of	ADP
brj-24227	349	6	the	the	DET
brj-24227	349	7	peer	peer	NOUN
brj-24227	349	8	-	-	PUNCT
brj-24227	349	9	reviewed	review	VERB
brj-24227	349	10	article	article	NOUN
brj-24227	349	11	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	349	12	celik	celik	VERB
brj-24227	349	13	et	et	PROPN
brj-24227	349	14	al	al	PROPN
brj-24227	349	15	.	.	PROPN
brj-24227	350	1	(	(	PUNCT
brj-24227	350	2	2025	2025	NUM
brj-24227	350	3	)	)	PUNCT
brj-24227	350	4	.	.	PUNCT
brj-24227	351	1	“	"	PUNCT
brj-24227	351	2	timber	timber	NOUN
brj-24227	351	3	structure	structure	NOUN
brj-24227	351	4	model	model	NOUN
brj-24227	351	5	options	option	NOUN
brj-24227	351	6	,	,	PUNCT
brj-24227	351	7	”	"	PUNCT
brj-24227	351	8	bioresources	bioresource	NOUN
brj-24227	351	9	20(2	20(2	NUM
brj-24227	351	10	)	)	PUNCT
brj-24227	351	11	,	,	PUNCT
brj-24227	351	12	3587	3587	NUM
brj-24227	351	13	-	-	SYM
brj-24227	351	14	3603	3603	NUM
brj-24227	351	15	.	.	PUNCT
brj-24227	352	1	3600	3600	NUM
brj-24227	352	2	study	study	NOUN
brj-24227	352	3	,	,	PUNCT
brj-24227	352	4	the	the	DET
brj-24227	352	5	elastic	elastic	ADJ
brj-24227	352	6	model	model	NOUN
brj-24227	352	7	was	be	AUX
brj-24227	352	8	the	the	DET
brj-24227	352	9	most	most	ADV
brj-24227	352	10	erroneous	erroneous	ADJ
brj-24227	352	11	approach	approach	NOUN
brj-24227	352	12	due	due	ADP
brj-24227	352	13	to	to	ADP
brj-24227	352	14	deviation	deviation	NOUN
brj-24227	352	15	from	from	ADP
brj-24227	352	16	all	all	DET
brj-24227	352	17	the	the	DET
brj-24227	352	18	criteria	criterion	NOUN
brj-24227	352	19	.	.	PUNCT
brj-24227	353	1	it	it	PRON
brj-24227	353	2	was	be	AUX
brj-24227	353	3	also	also	ADV
brj-24227	353	4	concluded	conclude	VERB
brj-24227	353	5	that	that	SCONJ
brj-24227	353	6	the	the	DET
brj-24227	353	7	connections	connection	NOUN
brj-24227	353	8	stiffness	stiffness	NOUN
brj-24227	353	9	was	be	AUX
brj-24227	353	10	more	more	ADV
brj-24227	353	11	important	important	ADJ
brj-24227	353	12	than	than	ADP
brj-24227	353	13	the	the	DET
brj-24227	353	14	second	second	ADJ
brj-24227	353	15	order	order	NOUN
brj-24227	353	16	effects	effect	NOUN
brj-24227	353	17	on	on	ADP
brj-24227	353	18	the	the	DET
brj-24227	353	19	results	result	NOUN
brj-24227	353	20	of	of	ADP
brj-24227	353	21	deflection	deflection	NOUN
brj-24227	353	22	and	and	CCONJ
brj-24227	353	23	failure	failure	NOUN
brj-24227	353	24	loads	load	NOUN
brj-24227	353	25	.	.	PUNCT
brj-24227	354	1	the	the	DET
brj-24227	354	2	overall	overall	ADJ
brj-24227	354	3	behaviour	behaviour	NOUN
brj-24227	354	4	of	of	ADP
brj-24227	354	5	timber	timber	NOUN
brj-24227	354	6	structures	structure	NOUN
brj-24227	354	7	can	can	AUX
brj-24227	354	8	not	not	PART
brj-24227	354	9	be	be	AUX
brj-24227	354	10	ignored	ignore	VERB
brj-24227	354	11	in	in	ADP
brj-24227	354	12	the	the	DET
brj-24227	354	13	analysis	analysis	NOUN
brj-24227	354	14	.	.	PUNCT
brj-24227	355	1	from	from	ADP
brj-24227	355	2	a	a	DET
brj-24227	355	3	design	design	NOUN
brj-24227	355	4	point	point	NOUN
brj-24227	355	5	of	of	ADP
brj-24227	355	6	view	view	NOUN
brj-24227	355	7	,	,	PUNCT
brj-24227	355	8	the	the	DET
brj-24227	355	9	stiffness	stiffness	NOUN
brj-24227	355	10	of	of	ADP
brj-24227	355	11	the	the	DET
brj-24227	355	12	joints	joint	NOUN
brj-24227	355	13	and	and	CCONJ
brj-24227	355	14	the	the	DET
brj-24227	355	15	degree	degree	NOUN
brj-24227	355	16	of	of	ADP
brj-24227	355	17	static	static	ADJ
brj-24227	355	18	determinacy	determinacy	NOUN
brj-24227	355	19	are	be	AUX
brj-24227	355	20	crucial	crucial	ADJ
brj-24227	355	21	to	to	PART
brj-24227	355	22	calculate	calculate	VERB
brj-24227	355	23	deflections	deflection	NOUN
brj-24227	355	24	and	and	CCONJ
brj-24227	355	25	can	can	AUX
brj-24227	355	26	not	not	PART
brj-24227	355	27	be	be	AUX
brj-24227	355	28	ignored	ignore	VERB
brj-24227	355	29	.	.	PUNCT
brj-24227	356	1	joint	joint	ADJ
brj-24227	356	2	stiffness	stiffness	NOUN
brj-24227	356	3	and	and	CCONJ
brj-24227	356	4	the	the	DET
brj-24227	356	5	material	material	NOUN
brj-24227	356	6	nonlinearity	nonlinearity	NOUN
brj-24227	356	7	are	be	AUX
brj-24227	356	8	essential	essential	ADJ
brj-24227	356	9	to	to	PART
brj-24227	356	10	determine	determine	VERB
brj-24227	356	11	failure	failure	NOUN
brj-24227	356	12	load	load	NOUN
brj-24227	356	13	,	,	PUNCT
brj-24227	356	14	and	and	CCONJ
brj-24227	356	15	modelling	model	VERB
brj-24227	356	16	techniques	technique	NOUN
brj-24227	356	17	are	be	AUX
brj-24227	356	18	very	very	ADV
brj-24227	356	19	important	important	ADJ
brj-24227	356	20	to	to	PART
brj-24227	356	21	study	study	VERB
brj-24227	356	22	failure	failure	NOUN
brj-24227	356	23	modes	mode	NOUN
brj-24227	356	24	.	.	PUNCT
brj-24227	357	1	conclusions	conclusion	NOUN
brj-24227	357	2	1	1	NUM
brj-24227	357	3	.	.	PUNCT
brj-24227	358	1	the	the	DET
brj-24227	358	2	modelling	modelling	NOUN
brj-24227	358	3	of	of	ADP
brj-24227	358	4	joint	joint	ADJ
brj-24227	358	5	stiffness	stiffness	NOUN
brj-24227	358	6	can	can	AUX
brj-24227	358	7	not	not	PART
brj-24227	358	8	be	be	AUX
brj-24227	358	9	ignored	ignore	VERB
brj-24227	358	10	to	to	PART
brj-24227	358	11	determine	determine	VERB
brj-24227	358	12	deflections	deflection	NOUN
brj-24227	358	13	correctly	correctly	ADV
brj-24227	358	14	.	.	PUNCT
brj-24227	359	1	the	the	DET
brj-24227	359	2	load	load	NOUN
brj-24227	359	3	-	-	PUNCT
brj-24227	359	4	slip	slip	NOUN
brj-24227	359	5	behaviour	behaviour	NOUN
brj-24227	359	6	of	of	ADP
brj-24227	359	7	dowel	dowel	ADJ
brj-24227	359	8	connections	connection	NOUN
brj-24227	359	9	has	have	VERB
brj-24227	359	10	a	a	DET
brj-24227	359	11	strong	strong	ADJ
brj-24227	359	12	effect	effect	NOUN
brj-24227	359	13	on	on	ADP
brj-24227	359	14	deflections	deflection	NOUN
brj-24227	359	15	.	.	PUNCT
brj-24227	360	1	2	2	X
brj-24227	360	2	.	.	X
brj-24227	360	3	finite	finite	PROPN
brj-24227	360	4	element	element	NOUN
brj-24227	360	5	modelling	modelling	NOUN
brj-24227	360	6	and	and	CCONJ
brj-24227	360	7	nonlinear	nonlinear	ADJ
brj-24227	360	8	shell	shell	ADJ
brj-24227	360	9	elements	element	NOUN
brj-24227	360	10	showed	show	VERB
brj-24227	360	11	good	good	ADJ
brj-24227	360	12	correlation	correlation	NOUN
brj-24227	360	13	with	with	ADP
brj-24227	360	14	the	the	DET
brj-24227	360	15	test	test	NOUN
brj-24227	360	16	results	result	NOUN
brj-24227	360	17	.	.	PUNCT
brj-24227	361	1	however	however	ADV
brj-24227	361	2	,	,	PUNCT
brj-24227	361	3	the	the	DET
brj-24227	361	4	finite	finite	ADJ
brj-24227	361	5	element	element	NOUN
brj-24227	361	6	models	model	NOUN
brj-24227	361	7	(	(	PUNCT
brj-24227	361	8	fem	fem	NOUN
brj-24227	361	9	)	)	PUNCT
brj-24227	361	10	underestimated	underestimate	VERB
brj-24227	361	11	the	the	DET
brj-24227	361	12	truss	truss	ADJ
brj-24227	361	13	deflections	deflection	NOUN
brj-24227	361	14	,	,	PUNCT
brj-24227	361	15	and	and	CCONJ
brj-24227	361	16	the	the	DET
brj-24227	361	17	shell	shell	NOUN
brj-24227	361	18	model	model	NOUN
brj-24227	361	19	was	be	AUX
brj-24227	361	20	more	more	ADV
brj-24227	361	21	conservative	conservative	ADJ
brj-24227	361	22	than	than	ADP
brj-24227	361	23	solid	solid	ADJ
brj-24227	361	24	modelling	modelling	NOUN
brj-24227	361	25	.	.	PUNCT
brj-24227	362	1	3	3	X
brj-24227	362	2	.	.	X
brj-24227	362	3	the	the	DET
brj-24227	362	4	use	use	NOUN
brj-24227	362	5	of	of	ADP
brj-24227	362	6	nonlinear	nonlinear	ADJ
brj-24227	362	7	frame	frame	NOUN
brj-24227	362	8	analysis	analysis	NOUN
brj-24227	362	9	with	with	ADP
brj-24227	362	10	semi	semi	ADJ
brj-24227	362	11	-	-	ADJ
brj-24227	362	12	rigid	rigid	ADJ
brj-24227	362	13	connection	connection	NOUN
brj-24227	362	14	(	(	PUNCT
brj-24227	362	15	model	model	NOUN
brj-24227	362	16	3	3	NUM
brj-24227	362	17	)	)	PUNCT
brj-24227	362	18	and	and	CCONJ
brj-24227	362	19	shell	shell	VERB
brj-24227	362	20	analysis	analysis	NOUN
brj-24227	362	21	is	be	AUX
brj-24227	362	22	highly	highly	ADV
brj-24227	362	23	recommended	recommend	VERB
brj-24227	362	24	,	,	PUNCT
brj-24227	362	25	as	as	SCONJ
brj-24227	362	26	comprehensive	comprehensive	ADJ
brj-24227	362	27	fem	fem	NOUN
brj-24227	362	28	models	model	NOUN
brj-24227	362	29	are	be	AUX
brj-24227	362	30	generally	generally	ADV
brj-24227	362	31	not	not	PART
brj-24227	362	32	applicable	applicable	ADJ
brj-24227	362	33	in	in	ADP
brj-24227	362	34	design	design	NOUN
brj-24227	362	35	practice	practice	NOUN
brj-24227	362	36	.	.	PUNCT
brj-24227	363	1	shell	shell	ADJ
brj-24227	363	2	elements	element	NOUN
brj-24227	363	3	were	be	AUX
brj-24227	363	4	more	more	ADV
brj-24227	363	5	successful	successful	ADJ
brj-24227	363	6	than	than	ADP
brj-24227	363	7	nonlinear	nonlinear	ADJ
brj-24227	363	8	frame	frame	NOUN
brj-24227	363	9	element	element	NOUN
brj-24227	363	10	analysis	analysis	NOUN
brj-24227	363	11	in	in	ADP
brj-24227	363	12	determining	determine	VERB
brj-24227	363	13	failure	failure	NOUN
brj-24227	363	14	modes	mode	NOUN
brj-24227	363	15	.	.	PUNCT
brj-24227	364	1	4	4	X
brj-24227	364	2	.	.	X
brj-24227	364	3	the	the	DET
brj-24227	364	4	elastic	elastic	ADJ
brj-24227	364	5	analysis	analysis	NOUN
brj-24227	364	6	gave	give	VERB
brj-24227	364	7	the	the	DET
brj-24227	364	8	most	most	ADV
brj-24227	364	9	inaccurate	inaccurate	ADJ
brj-24227	364	10	results	result	NOUN
brj-24227	364	11	,	,	PUNCT
brj-24227	364	12	and	and	CCONJ
brj-24227	364	13	it	it	PRON
brj-24227	364	14	is	be	AUX
brj-24227	364	15	often	often	ADV
brj-24227	364	16	preferred	prefer	VERB
brj-24227	364	17	in	in	ADP
brj-24227	364	18	practice	practice	NOUN
brj-24227	364	19	.	.	PUNCT
brj-24227	365	1	therefore	therefore	ADV
brj-24227	365	2	,	,	PUNCT
brj-24227	365	3	an	an	DET
brj-24227	365	4	approximate	approximate	ADJ
brj-24227	365	5	method	method	NOUN
brj-24227	365	6	to	to	PART
brj-24227	365	7	determine	determine	VERB
brj-24227	365	8	the	the	DET
brj-24227	365	9	real	real	ADJ
brj-24227	365	10	displacement	displacement	NOUN
brj-24227	365	11	with	with	ADP
brj-24227	365	12	elastic	elastic	ADJ
brj-24227	365	13	analysis	analysis	NOUN
brj-24227	365	14	was	be	AUX
brj-24227	365	15	proposed	propose	VERB
brj-24227	365	16	.	.	PUNCT
brj-24227	366	1	the	the	DET
brj-24227	366	2	method	method	NOUN
brj-24227	366	3	is	be	AUX
brj-24227	366	4	easy	easy	ADJ
brj-24227	366	5	to	to	PART
brj-24227	366	6	use	use	VERB
brj-24227	366	7	and	and	CCONJ
brj-24227	366	8	can	can	AUX
brj-24227	366	9	also	also	ADV
brj-24227	366	10	be	be	AUX
brj-24227	366	11	used	use	VERB
brj-24227	366	12	together	together	ADV
brj-24227	366	13	with	with	ADP
brj-24227	366	14	eurocode	eurocode	NOUN
brj-24227	366	15	5	5	NUM
brj-24227	366	16	(	(	PUNCT
brj-24227	366	17	2004	2004	NUM
brj-24227	366	18	)	)	PUNCT
brj-24227	366	19	.	.	PUNCT
brj-24227	367	1	although	although	SCONJ
brj-24227	367	2	eurocode	eurocode	NOUN
brj-24227	367	3	5	5	NUM
brj-24227	367	4	ignores	ignore	VERB
brj-24227	367	5	the	the	DET
brj-24227	367	6	initial	initial	ADJ
brj-24227	367	7	deformation	deformation	NOUN
brj-24227	367	8	in	in	ADP
brj-24227	367	9	elastic	elastic	ADJ
brj-24227	367	10	analysis	analysis	NOUN
brj-24227	367	11	,	,	PUNCT
brj-24227	367	12	the	the	DET
brj-24227	367	13	results	result	NOUN
brj-24227	367	14	of	of	ADP
brj-24227	367	15	the	the	DET
brj-24227	367	16	study	study	NOUN
brj-24227	367	17	showed	show	VERB
brj-24227	367	18	otherwise	otherwise	ADV
brj-24227	367	19	.	.	PUNCT
brj-24227	368	1	the	the	DET
brj-24227	368	2	large	large	ADJ
brj-24227	368	3	errors	error	NOUN
brj-24227	368	4	in	in	ADP
brj-24227	368	5	the	the	DET
brj-24227	368	6	deflection	deflection	NOUN
brj-24227	368	7	results	result	NOUN
brj-24227	368	8	with	with	ADP
brj-24227	368	9	elastic	elastic	ADJ
brj-24227	368	10	analysis	analysis	NOUN
brj-24227	368	11	can	can	AUX
brj-24227	368	12	be	be	AUX
brj-24227	368	13	attributed	attribute	VERB
brj-24227	368	14	to	to	ADP
brj-24227	368	15	the	the	DET
brj-24227	368	16	truss	truss	NOUN
brj-24227	368	17	geometry	geometry	NOUN
brj-24227	368	18	,	,	PUNCT
brj-24227	368	19	which	which	PRON
brj-24227	368	20	is	be	AUX
brj-24227	368	21	statically	statically	ADV
brj-24227	368	22	determined	determine	VERB
brj-24227	368	23	.	.	PUNCT
brj-24227	369	1	this	this	PRON
brj-24227	369	2	means	mean	VERB
brj-24227	369	3	that	that	SCONJ
brj-24227	369	4	any	any	DET
brj-24227	369	5	failure	failure	NOUN
brj-24227	369	6	in	in	ADP
brj-24227	369	7	the	the	DET
brj-24227	369	8	structure	structure	NOUN
brj-24227	369	9	will	will	AUX
brj-24227	369	10	result	result	VERB
brj-24227	369	11	in	in	ADP
brj-24227	369	12	collapse	collapse	NOUN
brj-24227	369	13	.	.	PUNCT
brj-24227	370	1	thus	thus	ADV
brj-24227	370	2	,	,	PUNCT
brj-24227	370	3	the	the	DET
brj-24227	370	4	initial	initial	ADJ
brj-24227	370	5	slip	slip	NOUN
brj-24227	370	6	leads	lead	VERB
brj-24227	370	7	to	to	ADP
brj-24227	370	8	instability	instability	NOUN
brj-24227	370	9	,	,	PUNCT
brj-24227	370	10	and	and	CCONJ
brj-24227	370	11	the	the	DET
brj-24227	370	12	deflection	deflection	NOUN
brj-24227	370	13	of	of	ADP
brj-24227	370	14	the	the	DET
brj-24227	370	15	truss	truss	NOUN
brj-24227	370	16	is	be	AUX
brj-24227	370	17	suddenly	suddenly	ADV
brj-24227	370	18	and	and	CCONJ
brj-24227	370	19	extremely	extremely	ADV
brj-24227	370	20	increased	increase	VERB
brj-24227	370	21	,	,	PUNCT
brj-24227	370	22	rather	rather	ADV
brj-24227	370	23	than	than	ADP
brj-24227	370	24	being	be	AUX
brj-24227	370	25	an	an	DET
brj-24227	370	26	elastic	elastic	ADJ
brj-24227	370	27	structure	structure	NOUN
brj-24227	370	28	that	that	PRON
brj-24227	370	29	shows	show	VERB
brj-24227	370	30	strength	strength	NOUN
brj-24227	370	31	to	to	ADP
brj-24227	370	32	external	external	ADJ
brj-24227	370	33	forces	force	NOUN
brj-24227	370	34	.	.	PUNCT
brj-24227	371	1	5	5	X
brj-24227	371	2	.	.	X
brj-24227	371	3	as	as	SCONJ
brj-24227	371	4	relative	relative	ADJ
brj-24227	371	5	humidity	humidity	NOUN
brj-24227	371	6	has	have	VERB
brj-24227	371	7	a	a	DET
brj-24227	371	8	strong	strong	ADJ
brj-24227	371	9	effect	effect	NOUN
brj-24227	371	10	on	on	ADP
brj-24227	371	11	the	the	DET
brj-24227	371	12	mechanical	mechanical	ADJ
brj-24227	371	13	properties	property	NOUN
brj-24227	371	14	of	of	ADP
brj-24227	371	15	timber	timber	NOUN
brj-24227	371	16	,	,	PUNCT
brj-24227	371	17	initial	initial	ADJ
brj-24227	371	18	slip	slip	NOUN
brj-24227	371	19	deformations	deformation	NOUN
brj-24227	371	20	are	be	AUX
brj-24227	371	21	also	also	ADV
brj-24227	371	22	affected	affect	VERB
brj-24227	371	23	by	by	ADP
brj-24227	371	24	it	it	PRON
brj-24227	371	25	.	.	PUNCT
brj-24227	372	1	consequently	consequently	ADV
brj-24227	372	2	,	,	PUNCT
brj-24227	372	3	the	the	DET
brj-24227	372	4	effectiveness	effectiveness	NOUN
brj-24227	372	5	of	of	ADP
brj-24227	372	6	the	the	DET
brj-24227	372	7	proposed	propose	VERB
brj-24227	372	8	method	method	NOUN
brj-24227	372	9	will	will	AUX
brj-24227	372	10	depend	depend	VERB
brj-24227	372	11	on	on	ADP
brj-24227	372	12	the	the	DET
brj-24227	372	13	treatment	treatment	NOUN
brj-24227	372	14	of	of	ADP
brj-24227	372	15	service	service	NOUN
brj-24227	372	16	conditions	condition	NOUN
brj-24227	372	17	in	in	ADP
brj-24227	372	18	the	the	DET
brj-24227	372	19	calculations	calculation	NOUN
brj-24227	372	20	.	.	PUNCT
brj-24227	373	1	although	although	SCONJ
brj-24227	373	2	eq	eq	NOUN
brj-24227	373	3	.	.	NOUN
brj-24227	373	4	2	2	NUM
brj-24227	373	5	does	do	AUX
brj-24227	373	6	not	not	PART
brj-24227	373	7	have	have	VERB
brj-24227	373	8	a	a	DET
brj-24227	373	9	direct	direct	ADJ
brj-24227	373	10	relationship	relationship	NOUN
brj-24227	373	11	with	with	ADP
brj-24227	373	12	humidity	humidity	NOUN
brj-24227	373	13	,	,	PUNCT
brj-24227	373	14	it	it	PRON
brj-24227	373	15	can	can	AUX
brj-24227	373	16	be	be	AUX
brj-24227	373	17	modified	modify	VERB
brj-24227	373	18	with	with	ADP
brj-24227	373	19	respect	respect	NOUN
brj-24227	373	20	to	to	PART
brj-24227	373	21	eurocode	eurocode	VERB
brj-24227	373	22	5	5	NUM
brj-24227	373	23	(	(	PUNCT
brj-24227	373	24	2004	2004	NUM
brj-24227	373	25	)	)	PUNCT
brj-24227	373	26	.	.	PUNCT
brj-24227	374	1	thus	thus	ADV
brj-24227	374	2	,	,	PUNCT
brj-24227	374	3	the	the	DET
brj-24227	374	4	slip	slip	NOUN
brj-24227	374	5	modulus	modulus	NOUN
brj-24227	374	6	should	should	AUX
brj-24227	374	7	be	be	AUX
brj-24227	374	8	adjusted	adjust	VERB
brj-24227	374	9	with	with	ADP
brj-24227	374	10	the	the	DET
brj-24227	374	11	relative	relative	ADJ
brj-24227	374	12	humidity	humidity	NOUN
brj-24227	374	13	in	in	ADP
brj-24227	374	14	service	service	NOUN
brj-24227	374	15	conditions	condition	NOUN
brj-24227	374	16	to	to	PART
brj-24227	374	17	obtain	obtain	VERB
brj-24227	374	18	more	more	ADV
brj-24227	374	19	realistic	realistic	ADJ
brj-24227	374	20	results	result	NOUN
brj-24227	374	21	.	.	PUNCT
brj-24227	375	1	acknowledgments	acknowledgment	NOUN
brj-24227	375	2	this	this	DET
brj-24227	375	3	research	research	NOUN
brj-24227	375	4	has	have	AUX
brj-24227	375	5	not	not	PART
brj-24227	375	6	received	receive	VERB
brj-24227	375	7	any	any	DET
brj-24227	375	8	specific	specific	ADJ
brj-24227	375	9	grant	grant	NOUN
brj-24227	375	10	from	from	ADP
brj-24227	375	11	funding	fund	VERB
brj-24227	375	12	agencies	agency	NOUN
brj-24227	375	13	in	in	ADP
brj-24227	375	14	the	the	DET
brj-24227	375	15	public	public	ADJ
brj-24227	375	16	,	,	PUNCT
brj-24227	375	17	commercial	commercial	ADJ
brj-24227	375	18	or	or	CCONJ
brj-24227	375	19	not	not	PART
brj-24227	375	20	-	-	PUNCT
brj-24227	375	21	for	for	ADP
brj-24227	375	22	-	-	PUNCT
brj-24227	375	23	profit	profit	NOUN
brj-24227	375	24	-	-	PUNCT
brj-24227	375	25	sectors	sector	NOUN
brj-24227	375	26	.	.	PUNCT
brj-24227	376	1	peer	peer	NOUN
brj-24227	376	2	-	-	PUNCT
brj-24227	376	3	reviewed	review	VERB
brj-24227	376	4	article	article	NOUN
brj-24227	376	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	376	6	celik	celik	VERB
brj-24227	376	7	et	et	PROPN
brj-24227	376	8	al	al	PROPN
brj-24227	376	9	.	.	PROPN
brj-24227	377	1	(	(	PUNCT
brj-24227	377	2	2025	2025	NUM
brj-24227	377	3	)	)	PUNCT
brj-24227	377	4	.	.	PUNCT
brj-24227	378	1	“	"	PUNCT
brj-24227	378	2	timber	timber	NOUN
brj-24227	378	3	structure	structure	NOUN
brj-24227	378	4	model	model	NOUN
brj-24227	378	5	options	option	NOUN
brj-24227	378	6	,	,	PUNCT
brj-24227	378	7	”	"	PUNCT
brj-24227	378	8	bioresources	bioresource	NOUN
brj-24227	378	9	20(2	20(2	NUM
brj-24227	378	10	)	)	PUNCT
brj-24227	378	11	,	,	PUNCT
brj-24227	378	12	3587	3587	NUM
brj-24227	378	13	-	-	SYM
brj-24227	378	14	3603	3603	NUM
brj-24227	378	15	.	.	PUNCT
brj-24227	379	1	3601	3601	NUM
brj-24227	379	2	references	reference	NOUN
brj-24227	379	3	cited	cite	VERB
brj-24227	379	4	abrahamsen	abrahamsen	PROPN
brj-24227	379	5	,	,	PUNCT
brj-24227	379	6	r.	r.	PROPN
brj-24227	379	7	(	(	PUNCT
brj-24227	379	8	2017	2017	NUM
brj-24227	379	9	)	)	PUNCT
brj-24227	379	10	.	.	PUNCT
brj-24227	380	1	“	"	PUNCT
brj-24227	380	2	mjøstårnet	mjøstårnet	NOUN
brj-24227	380	3	-	-	PUNCT
brj-24227	380	4	construction	construction	NOUN
brj-24227	380	5	of	of	ADP
brj-24227	380	6	an	an	DET
brj-24227	380	7	81	81	NUM
brj-24227	380	8	m	m	NOUN
brj-24227	380	9	tall	tall	ADJ
brj-24227	380	10	timber	timber	NOUN
brj-24227	380	11	building	building	NOUN
brj-24227	380	12	,	,	PUNCT
brj-24227	380	13	”	"	PUNCT
brj-24227	380	14	in	in	ADP
brj-24227	380	15	:	:	PUNCT
brj-24227	380	16	internationales	internationale	NOUN
brj-24227	380	17	holzbau	holzbau	PROPN
brj-24227	380	18	-	-	PUNCT
brj-24227	380	19	forum	forum	PROPN
brj-24227	380	20	ihf	ihf	PROPN
brj-24227	380	21	,	,	PUNCT
brj-24227	380	22	garmisch	garmisch	PROPN
brj-24227	380	23	-	-	PROPN
brj-24227	380	24	partenkirchen	partenkirchen	ADV
brj-24227	380	25	,	,	PUNCT
brj-24227	380	26	germany	germany	PROPN
brj-24227	380	27	.	.	PUNCT
brj-24227	381	1	awaludin	awaludin	PROPN
brj-24227	381	2	,	,	PUNCT
brj-24227	381	3	a.	a.	NOUN
brj-24227	381	4	,	,	PUNCT
brj-24227	381	5	hayashikawa	hayashikawa	PROPN
brj-24227	381	6	,	,	PUNCT
brj-24227	381	7	t.	t.	PROPN
brj-24227	381	8	,	,	PUNCT
brj-24227	381	9	and	and	CCONJ
brj-24227	381	10	leijten	leijten	VERB
brj-24227	381	11	,	,	PUNCT
brj-24227	381	12	a.	a.	PROPN
brj-24227	381	13	j.	j.	PROPN
brj-24227	381	14	m.	m.	PROPN
brj-24227	381	15	(	(	PUNCT
brj-24227	381	16	2012	2012	NUM
brj-24227	381	17	)	)	PUNCT
brj-24227	381	18	.	.	PUNCT
brj-24227	382	1	“	"	PUNCT
brj-24227	382	2	a	a	DET
brj-24227	382	3	finite	finite	ADJ
brj-24227	382	4	element	element	NOUN
brj-24227	382	5	analysis	analysis	NOUN
brj-24227	382	6	of	of	ADP
brj-24227	382	7	bearing	bear	VERB
brj-24227	382	8	resistance	resistance	NOUN
brj-24227	382	9	of	of	ADP
brj-24227	382	10	timber	timber	NOUN
brj-24227	382	11	loaded	load	VERB
brj-24227	382	12	through	through	ADP
brj-24227	382	13	a	a	DET
brj-24227	382	14	steel	steel	NOUN
brj-24227	382	15	plate	plate	NOUN
brj-24227	382	16	,	,	PUNCT
brj-24227	382	17	”	"	PUNCT
brj-24227	382	18	civil	civil	ADJ
brj-24227	382	19	engineering	engineering	NOUN
brj-24227	382	20	dimension	dimension	NOUN
brj-24227	382	21	14(1	14(1	NUM
brj-24227	382	22	)	)	PUNCT
brj-24227	382	23	,	,	PUNCT
brj-24227	382	24	1	1	NUM
brj-24227	382	25	-	-	SYM
brj-24227	382	26	6	6	NUM
brj-24227	382	27	.	.	PUNCT
brj-24227	382	28	baño	baño	PROPN
brj-24227	382	29	,	,	PUNCT
brj-24227	382	30	v.	v.	PROPN
brj-24227	382	31	,	,	PUNCT
brj-24227	382	32	arriaga	arriaga	PROPN
brj-24227	382	33	,	,	PUNCT
brj-24227	382	34	f.	f.	PROPN
brj-24227	382	35	,	,	PUNCT
brj-24227	382	36	and	and	CCONJ
brj-24227	382	37	guaita	guaita	PROPN
brj-24227	382	38	,	,	PUNCT
brj-24227	382	39	m.	m.	NOUN
brj-24227	382	40	(	(	PUNCT
brj-24227	382	41	2013	2013	NUM
brj-24227	382	42	)	)	PUNCT
brj-24227	382	43	.	.	PUNCT
brj-24227	383	1	“	"	PUNCT
brj-24227	383	2	determination	determination	NOUN
brj-24227	383	3	of	of	ADP
brj-24227	383	4	the	the	DET
brj-24227	383	5	influence	influence	NOUN
brj-24227	383	6	of	of	ADP
brj-24227	383	7	size	size	NOUN
brj-24227	383	8	and	and	CCONJ
brj-24227	383	9	position	position	NOUN
brj-24227	383	10	of	of	ADP
brj-24227	383	11	knots	knot	NOUN
brj-24227	383	12	on	on	ADP
brj-24227	383	13	load	load	NOUN
brj-24227	383	14	capacity	capacity	NOUN
brj-24227	383	15	and	and	CCONJ
brj-24227	383	16	stress	stress	NOUN
brj-24227	383	17	distribution	distribution	NOUN
brj-24227	383	18	in	in	ADP
brj-24227	383	19	timber	timber	NOUN
brj-24227	383	20	beams	beam	NOUN
brj-24227	383	21	of	of	ADP
brj-24227	383	22	pinus	pinus	NOUN
brj-24227	383	23	sylvestris	sylvestris	NOUN
brj-24227	383	24	using	use	VERB
brj-24227	383	25	finite	finite	PROPN
brj-24227	383	26	element	element	PROPN
brj-24227	383	27	model	model	NOUN
brj-24227	383	28	,	,	PUNCT
brj-24227	383	29	”	"	PUNCT
brj-24227	383	30	biosystems	biosystems	PROPN
brj-24227	383	31	engineering	engineer	VERB
brj-24227	383	32	114(3	114(3	NUM
brj-24227	383	33	)	)	PUNCT
brj-24227	383	34	,	,	PUNCT
brj-24227	383	35	214	214	NUM
brj-24227	383	36	-	-	SYM
brj-24227	383	37	222	222	NUM
brj-24227	383	38	.	.	PUNCT
brj-24227	384	1	doi	doi	NOUN
brj-24227	384	2	:	:	PUNCT
brj-24227	384	3	10.1016	10.1016	NUM
brj-24227	384	4	/	/	SYM
brj-24227	384	5	j.biosystemseng.2012.12.010	j.biosystemseng.2012.12.010	PROPN
brj-24227	384	6	bazan	bazan	PROPN
brj-24227	384	7	,	,	PUNCT
brj-24227	384	8	i.	i.	PROPN
brj-24227	384	9	m.	m.	PROPN
brj-24227	384	10	m.	m.	PROPN
brj-24227	384	11	(	(	PUNCT
brj-24227	384	12	1980	1980	NUM
brj-24227	384	13	)	)	PUNCT
brj-24227	384	14	.	.	PUNCT
brj-24227	385	1	ultimate	ultimate	ADJ
brj-24227	385	2	bending	bending	NOUN
brj-24227	385	3	strength	strength	NOUN
brj-24227	385	4	of	of	ADP
brj-24227	385	5	timber	timber	NOUN
brj-24227	385	6	beams	beam	NOUN
brj-24227	385	7	,	,	PUNCT
brj-24227	385	8	ph.d	ph.d	PROPN
brj-24227	385	9	.	.	PUNCT
brj-24227	385	10	dissertation	dissertation	NOUN
brj-24227	385	11	,	,	PUNCT
brj-24227	385	12	technical	technical	ADJ
brj-24227	385	13	university	university	PROPN
brj-24227	385	14	of	of	ADP
brj-24227	385	15	nova	nova	PROPN
brj-24227	385	16	scotia	scotia	PROPN
brj-24227	385	17	,	,	PUNCT
brj-24227	385	18	halifax	halifax	PROPN
brj-24227	385	19	,	,	PUNCT
brj-24227	385	20	nova	nova	PROPN
brj-24227	385	21	scotia	scotia	PROPN
brj-24227	385	22	.	.	PUNCT
brj-24227	386	1	bouchair	bouchair	PROPN
brj-24227	386	2	,	,	PUNCT
brj-24227	386	3	a.	a.	NOUN
brj-24227	386	4	,	,	PUNCT
brj-24227	386	5	and	and	CCONJ
brj-24227	386	6	vergne	vergne	PROPN
brj-24227	386	7	,	,	PUNCT
brj-24227	386	8	a.	a.	NOUN
brj-24227	386	9	(	(	PUNCT
brj-24227	386	10	1995	1995	NUM
brj-24227	386	11	)	)	PUNCT
brj-24227	386	12	.	.	PUNCT
brj-24227	387	1	“	"	PUNCT
brj-24227	387	2	an	an	DET
brj-24227	387	3	application	application	NOUN
brj-24227	387	4	of	of	ADP
brj-24227	387	5	the	the	DET
brj-24227	387	6	tsai	tsai	PROPN
brj-24227	387	7	criterion	criterion	NOUN
brj-24227	387	8	as	as	ADP
brj-24227	387	9	a	a	DET
brj-24227	387	10	plastic	plastic	NOUN
brj-24227	387	11	flow	flow	NOUN
brj-24227	387	12	law	law	NOUN
brj-24227	387	13	for	for	ADP
brj-24227	387	14	timber	timber	NOUN
brj-24227	387	15	bolted	bolt	VERB
brj-24227	387	16	joint	joint	ADJ
brj-24227	387	17	modelling	modelling	NOUN
brj-24227	387	18	,	,	PUNCT
brj-24227	387	19	”	"	PUNCT
brj-24227	387	20	wood	wood	NOUN
brj-24227	387	21	science	science	NOUN
brj-24227	387	22	and	and	CCONJ
brj-24227	387	23	technology	technology	NOUN
brj-24227	387	24	30(1	30(1	NUM
brj-24227	387	25	)	)	PUNCT
brj-24227	387	26	,	,	PUNCT
brj-24227	387	27	319	319	NUM
brj-24227	387	28	.	.	PUNCT
brj-24227	387	29	doi	doi	NOUN
brj-24227	387	30	:	:	PUNCT
brj-24227	387	31	10.1007	10.1007	NUM
brj-24227	387	32	/	/	SYM
brj-24227	387	33	bf00195264	bf00195264	NOUN
brj-24227	387	34	buchanan	buchanan	PROPN
brj-24227	387	35	,	,	PUNCT
brj-24227	387	36	a.	a.	PROPN
brj-24227	387	37	,	,	PUNCT
brj-24227	387	38	deam	deam	PROPN
brj-24227	387	39	,	,	PUNCT
brj-24227	387	40	b.	b.	PROPN
brj-24227	387	41	,	,	PUNCT
brj-24227	387	42	fragiacomo	fragiacomo	PROPN
brj-24227	387	43	,	,	PUNCT
brj-24227	387	44	m.	m.	NOUN
brj-24227	387	45	,	,	PUNCT
brj-24227	387	46	pampanin	pampanin	PROPN
brj-24227	387	47	,	,	PUNCT
brj-24227	387	48	s.	s.	PROPN
brj-24227	387	49	,	,	PUNCT
brj-24227	387	50	and	and	CCONJ
brj-24227	387	51	palermo	palermo	NOUN
brj-24227	387	52	,	,	PUNCT
brj-24227	387	53	a.	a.	NOUN
brj-24227	387	54	(	(	PUNCT
brj-24227	387	55	2008	2008	NUM
brj-24227	387	56	)	)	PUNCT
brj-24227	387	57	.	.	PUNCT
brj-24227	388	1	“	"	PUNCT
brj-24227	388	2	multistorey	multistorey	VERB
brj-24227	388	3	prestressed	prestresse	VERB
brj-24227	388	4	timber	timber	NOUN
brj-24227	388	5	buildings	building	NOUN
brj-24227	388	6	in	in	ADP
brj-24227	388	7	new	new	PROPN
brj-24227	388	8	zealand	zealand	PROPN
brj-24227	388	9	,	,	PUNCT
brj-24227	388	10	”	"	PUNCT
brj-24227	388	11	structural	structural	ADJ
brj-24227	388	12	engineering	engineering	NOUN
brj-24227	388	13	international	international	ADJ
brj-24227	388	14	18(2	18(2	NUM
brj-24227	388	15	)	)	PUNCT
brj-24227	388	16	,	,	PUNCT
brj-24227	388	17	166	166	NUM
brj-24227	388	18	-	-	SYM
brj-24227	388	19	173	173	NUM
brj-24227	388	20	.	.	PUNCT
brj-24227	389	1	doi	doi	NOUN
brj-24227	389	2	:	:	PUNCT
brj-24227	389	3	10.2749/101686608784218635	10.2749/101686608784218635	NUM
brj-24227	389	4	cao	cao	NOUN
brj-24227	389	5	,	,	PUNCT
brj-24227	389	6	j.	j.	PROPN
brj-24227	389	7	,	,	PUNCT
brj-24227	389	8	xiong	xiong	PROPN
brj-24227	389	9	,	,	PUNCT
brj-24227	389	10	h.	h.	PROPN
brj-24227	389	11	,	,	PUNCT
brj-24227	389	12	chen	chen	PROPN
brj-24227	389	13	,	,	PUNCT
brj-24227	389	14	j.	j.	PROPN
brj-24227	389	15	,	,	PUNCT
brj-24227	389	16	and	and	CCONJ
brj-24227	389	17	huynh	huynh	PROPN
brj-24227	389	18	,	,	PUNCT
brj-24227	389	19	a.	a.	NOUN
brj-24227	389	20	(	(	PUNCT
brj-24227	389	21	2019	2019	NUM
brj-24227	389	22	)	)	PUNCT
brj-24227	389	23	.	.	PUNCT
brj-24227	390	1	“	"	PUNCT
brj-24227	390	2	bayesian	bayesian	NOUN
brj-24227	390	3	parameter	parameter	NOUN
brj-24227	390	4	identification	identification	NOUN
brj-24227	390	5	for	for	ADP
brj-24227	390	6	empirical	empirical	ADJ
brj-24227	390	7	model	model	NOUN
brj-24227	390	8	of	of	ADP
brj-24227	390	9	clt	clt	PROPN
brj-24227	390	10	connections	connection	NOUN
brj-24227	390	11	,	,	PUNCT
brj-24227	390	12	”	"	PUNCT
brj-24227	390	13	construction	construction	NOUN
brj-24227	390	14	and	and	CCONJ
brj-24227	390	15	building	building	NOUN
brj-24227	390	16	materials	material	NOUN
brj-24227	390	17	218	218	NUM
brj-24227	390	18	,	,	PUNCT
brj-24227	390	19	254	254	NUM
brj-24227	390	20	-	-	SYM
brj-24227	390	21	269	269	NUM
brj-24227	390	22	.	.	PUNCT
brj-24227	390	23	doi	doi	NOUN
brj-24227	390	24	:	:	PUNCT
brj-24227	390	25	10.1016	10.1016	NUM
brj-24227	390	26	/	/	SYM
brj-24227	390	27	j.conbuildmat.2019.05.051	j.conbuildmat.2019.05.051	PROPN
brj-24227	390	28	chang	chang	PROPN
brj-24227	390	29	,	,	PUNCT
brj-24227	390	30	w.	w.	PROPN
brj-24227	390	31	s.	s.	PROPN
brj-24227	390	32	,	,	PUNCT
brj-24227	390	33	hsu	hsu	PROPN
brj-24227	390	34	,	,	PUNCT
brj-24227	390	35	m.	m.	PROPN
brj-24227	390	36	f.	f.	PROPN
brj-24227	390	37	,	,	PUNCT
brj-24227	390	38	and	and	CCONJ
brj-24227	390	39	komatsu	komatsu	NOUN
brj-24227	390	40	,	,	PUNCT
brj-24227	390	41	k.	k.	PROPN
brj-24227	390	42	(	(	PUNCT
brj-24227	390	43	2006	2006	NUM
brj-24227	390	44	)	)	PUNCT
brj-24227	390	45	.	.	PUNCT
brj-24227	391	1	“	"	PUNCT
brj-24227	391	2	rotational	rotational	ADJ
brj-24227	391	3	performance	performance	NOUN
brj-24227	391	4	of	of	ADP
brj-24227	391	5	traditional	traditional	ADJ
brj-24227	391	6	nuki	nuki	PROPN
brj-24227	391	7	joints	joint	NOUN
brj-24227	391	8	with	with	ADP
brj-24227	391	9	gap	gap	NOUN
brj-24227	391	10	i	i	NOUN
brj-24227	391	11	:	:	PUNCT
brj-24227	391	12	theory	theory	NOUN
brj-24227	391	13	and	and	CCONJ
brj-24227	391	14	verification	verification	NOUN
brj-24227	391	15	,	,	PUNCT
brj-24227	391	16	”	"	PUNCT
brj-24227	391	17	journal	journal	NOUN
brj-24227	391	18	of	of	ADP
brj-24227	391	19	wood	wood	NOUN
brj-24227	391	20	science	science	NOUN
brj-24227	391	21	52	52	NUM
brj-24227	391	22	,	,	PUNCT
brj-24227	391	23	58	58	NUM
brj-24227	391	24	-	-	SYM
brj-24227	391	25	62	62	NUM
brj-24227	391	26	.	.	PUNCT
brj-24227	392	1	doi	doi	NOUN
brj-24227	392	2	:	:	PUNCT
brj-24227	392	3	10.1007	10.1007	NUM
brj-24227	392	4	/	/	SYM
brj-24227	392	5	s10086	s10086	VERB
brj-24227	392	6	-	-	PUNCT
brj-24227	392	7	005	005	NUM
brj-24227	392	8	-	-	PUNCT
brj-24227	392	9	0734	0734	NUM
brj-24227	392	10	-	-	SYM
brj-24227	392	11	7	7	NUM
brj-24227	392	12	computers	computer	NOUN
brj-24227	392	13	and	and	CCONJ
brj-24227	392	14	structures	structures	PROPN
brj-24227	392	15	inc	inc	PROPN
brj-24227	392	16	.	.	PROPN
brj-24227	392	17	(	(	PUNCT
brj-24227	392	18	2023	2023	NUM
brj-24227	392	19	)	)	PUNCT
brj-24227	392	20	.	.	PUNCT
brj-24227	393	1	“	"	PUNCT
brj-24227	393	2	sap2000	sap2000	ADJ
brj-24227	393	3	:	:	PUNCT
brj-24227	393	4	integrated	integrate	VERB
brj-24227	393	5	finite	finite	ADJ
brj-24227	393	6	element	element	NOUN
brj-24227	393	7	analysis	analysis	NOUN
brj-24227	393	8	and	and	CCONJ
brj-24227	393	9	design	design	NOUN
brj-24227	393	10	of	of	ADP
brj-24227	393	11	structures	structure	NOUN
brj-24227	393	12	,	,	PUNCT
brj-24227	393	13	version	version	NOUN
brj-24227	393	14	25.0.0	25.0.0	NOUN
brj-24227	393	15	,	,	PUNCT
brj-24227	393	16	”	"	PUNCT
brj-24227	393	17	berkeley	berkeley	PROPN
brj-24227	393	18	.	.	PUNCT
brj-24227	394	1	çankal	çankal	PROPN
brj-24227	394	2	,	,	PUNCT
brj-24227	394	3	d.	d.	PROPN
brj-24227	394	4	,	,	PUNCT
brj-24227	394	5	şakar	şakar	NOUN
brj-24227	394	6	,	,	PUNCT
brj-24227	394	7	g.	g.	PROPN
brj-24227	394	8	,	,	PUNCT
brj-24227	394	9	and	and	CCONJ
brj-24227	394	10	kürşat	kürşat	PROPN
brj-24227	394	11	çelik	çelik	PROPN
brj-24227	394	12	,	,	PUNCT
brj-24227	394	13	h.	h.	PROPN
brj-24227	394	14	(	(	PUNCT
brj-24227	394	15	2023	2023	NUM
brj-24227	394	16	)	)	PUNCT
brj-24227	394	17	.	.	PUNCT
brj-24227	395	1	“	"	PUNCT
brj-24227	395	2	a	a	DET
brj-24227	395	3	criticism	criticism	NOUN
brj-24227	395	4	on	on	ADP
brj-24227	395	5	strengthening	strengthen	VERB
brj-24227	395	6	glued	glue	VERB
brj-24227	395	7	laminated	laminate	VERB
brj-24227	395	8	timber	timber	NOUN
brj-24227	395	9	beams	beam	NOUN
brj-24227	395	10	with	with	ADP
brj-24227	395	11	fibre	fibre	NOUN
brj-24227	395	12	reinforcement	reinforcement	NOUN
brj-24227	395	13	polymers	polymer	NOUN
brj-24227	395	14	,	,	PUNCT
brj-24227	395	15	numerical	numerical	ADJ
brj-24227	395	16	comparisons	comparison	NOUN
brj-24227	395	17	between	between	ADP
brj-24227	395	18	different	different	ADJ
brj-24227	395	19	modelling	modelling	NOUN
brj-24227	395	20	techniques	technique	NOUN
brj-24227	395	21	and	and	CCONJ
brj-24227	395	22	strengthening	strengthen	VERB
brj-24227	395	23	configurations	configuration	NOUN
brj-24227	395	24	,	,	PUNCT
brj-24227	395	25	”	"	PUNCT
brj-24227	395	26	revista	revista	X
brj-24227	395	27	de	de	X
brj-24227	395	28	la	la	PROPN
brj-24227	395	29	construcción	construcción	PROPN
brj-24227	395	30	22(3	22(3	NUM
brj-24227	395	31	)	)	PUNCT
brj-24227	395	32	,	,	PUNCT
brj-24227	395	33	661	661	NUM
brj-24227	395	34	-	-	SYM
brj-24227	395	35	678	678	NUM
brj-24227	395	36	.	.	PUNCT
brj-24227	396	1	doi	doi	NOUN
brj-24227	396	2	:	:	PUNCT
brj-24227	396	3	10.7764	10.7764	NUM
brj-24227	396	4	/	/	SYM
brj-24227	396	5	rdlc.22.3.661	rdlc.22.3.661	NUM
brj-24227	396	6	çelik	çelik	NOUN
brj-24227	396	7	,	,	PUNCT
brj-24227	396	8	h.	h.	PROPN
brj-24227	396	9	,	,	PUNCT
brj-24227	396	10	and	and	CCONJ
brj-24227	396	11	şakar	şakar	NOUN
brj-24227	396	12	,	,	PUNCT
brj-24227	396	13	g.	g.	PROPN
brj-24227	396	14	(	(	PUNCT
brj-24227	396	15	2022	2022	NUM
brj-24227	396	16	)	)	PUNCT
brj-24227	396	17	.	.	PUNCT
brj-24227	397	1	“	"	PUNCT
brj-24227	397	2	semi	semi	ADJ
brj-24227	397	3	-	-	ADJ
brj-24227	397	4	rigid	rigid	ADJ
brj-24227	397	5	connections	connection	NOUN
brj-24227	397	6	in	in	ADP
brj-24227	397	7	steel	steel	NOUN
brj-24227	397	8	structures	structure	NOUN
brj-24227	397	9	state	state	NOUN
brj-24227	397	10	-	-	PUNCT
brj-24227	397	11	of	of	ADP
brj-24227	397	12	-	-	PUNCT
brj-24227	397	13	theart	theart	NOUN
brj-24227	397	14	report	report	NOUN
brj-24227	397	15	on	on	ADP
brj-24227	397	16	modelling	modelling	NOUN
brj-24227	397	17	,	,	PUNCT
brj-24227	397	18	analysis	analysis	NOUN
brj-24227	397	19	and	and	CCONJ
brj-24227	397	20	design	design	NOUN
brj-24227	397	21	,	,	PUNCT
brj-24227	397	22	”	"	PUNCT
brj-24227	397	23	steel	steel	NOUN
brj-24227	397	24	and	and	CCONJ
brj-24227	397	25	composite	composite	ADJ
brj-24227	397	26	structures	structure	NOUN
brj-24227	397	27	45(1	45(1	NOUN
brj-24227	397	28	)	)	PUNCT
brj-24227	397	29	.	.	PUNCT
brj-24227	398	1	doi	doi	NOUN
brj-24227	398	2	:	:	PUNCT
brj-24227	398	3	10.12989	10.12989	NUM
brj-24227	398	4	/	/	SYM
brj-24227	398	5	scs.2022.45.1.001	scs.2022.45.1.001	PROPN
brj-24227	398	6	dias	dias	PROPN
brj-24227	398	7	,	,	PUNCT
brj-24227	398	8	a.	a.	NOUN
brj-24227	398	9	m.	m.	NOUN
brj-24227	398	10	p.	p.	PROPN
brj-24227	398	11	g.	g.	PROPN
brj-24227	398	12	,	,	PUNCT
brj-24227	398	13	lopes	lopes	PROPN
brj-24227	398	14	,	,	PUNCT
brj-24227	398	15	s.	s.	PROPN
brj-24227	398	16	m.	m.	PROPN
brj-24227	398	17	r.	r.	PROPN
brj-24227	398	18	,	,	PUNCT
brj-24227	398	19	van	van	PROPN
brj-24227	398	20	de	de	PROPN
brj-24227	398	21	kuilen	kuilen	PROPN
brj-24227	398	22	,	,	PUNCT
brj-24227	398	23	j.	j.	PROPN
brj-24227	398	24	g.	g.	PROPN
brj-24227	398	25	,	,	PUNCT
brj-24227	398	26	and	and	CCONJ
brj-24227	398	27	cruz	cruz	PROPN
brj-24227	398	28	,	,	PUNCT
brj-24227	399	1	h.	h.	PROPN
brj-24227	399	2	m.	m.	PROPN
brj-24227	399	3	p.	p.	PROPN
brj-24227	399	4	(	(	PUNCT
brj-24227	399	5	2007	2007	NUM
brj-24227	399	6	)	)	PUNCT
brj-24227	399	7	.	.	PUNCT
brj-24227	400	1	“	"	PUNCT
brj-24227	400	2	load	load	NOUN
brj-24227	400	3	-	-	PUNCT
brj-24227	400	4	carrying	carry	VERB
brj-24227	400	5	capacity	capacity	NOUN
brj-24227	400	6	of	of	ADP
brj-24227	400	7	timber	timber	NOUN
brj-24227	400	8	–	–	PUNCT
brj-24227	400	9	concrete	concrete	ADJ
brj-24227	400	10	joints	joint	NOUN
brj-24227	400	11	with	with	ADP
brj-24227	400	12	dowel	dowel	NOUN
brj-24227	400	13	-	-	PUNCT
brj-24227	400	14	type	type	NOUN
brj-24227	400	15	fasteners	fastener	NOUN
brj-24227	400	16	,	,	PUNCT
brj-24227	400	17	”	"	PUNCT
brj-24227	400	18	journal	journal	NOUN
brj-24227	400	19	of	of	ADP
brj-24227	400	20	structural	structural	ADJ
brj-24227	400	21	engineering	engineering	NOUN
brj-24227	400	22	133(5	133(5	NUM
brj-24227	400	23	)	)	PUNCT
brj-24227	400	24	,	,	PUNCT
brj-24227	400	25	720	720	NUM
brj-24227	400	26	-	-	SYM
brj-24227	400	27	727	727	NUM
brj-24227	400	28	.	.	PUNCT
brj-24227	401	1	doi	doi	NOUN
brj-24227	401	2	:	:	PUNCT
brj-24227	401	3	10.1061/(asce)07339445(2007)133:5(72	10.1061/(asce)07339445(2007)133:5(72	PROPN
brj-24227	401	4	dorn	dorn	PROPN
brj-24227	401	5	,	,	PUNCT
brj-24227	401	6	m.	m.	NOUN
brj-24227	401	7	,	,	PUNCT
brj-24227	401	8	de	de	X
brj-24227	401	9	borst	borst	X
brj-24227	401	10	,	,	PUNCT
brj-24227	401	11	k.	k.	PROPN
brj-24227	401	12	,	,	PUNCT
brj-24227	401	13	and	and	CCONJ
brj-24227	401	14	eberhardsteiner	eberhardsteiner	NOUN
brj-24227	401	15	,	,	PUNCT
brj-24227	401	16	j.	j.	PROPN
brj-24227	401	17	(	(	PUNCT
brj-24227	401	18	2013	2013	NUM
brj-24227	401	19	)	)	PUNCT
brj-24227	401	20	.	.	PUNCT
brj-24227	402	1	“	"	PUNCT
brj-24227	402	2	experiments	experiment	NOUN
brj-24227	402	3	on	on	ADP
brj-24227	402	4	dowel	dowel	NOUN
brj-24227	402	5	-	-	PUNCT
brj-24227	402	6	type	type	NOUN
brj-24227	402	7	timber	timber	NOUN
brj-24227	402	8	connections	connection	NOUN
brj-24227	402	9	,	,	PUNCT
brj-24227	402	10	”	"	PUNCT
brj-24227	402	11	engineering	engineering	NOUN
brj-24227	402	12	structures	structure	NOUN
brj-24227	402	13	47	47	NUM
brj-24227	402	14	,	,	PUNCT
brj-24227	402	15	67	67	NUM
brj-24227	402	16	-	-	SYM
brj-24227	402	17	80	80	NUM
brj-24227	402	18	.	.	PUNCT
brj-24227	403	1	doi	doi	NOUN
brj-24227	403	2	:	:	PUNCT
brj-24227	403	3	10.1016	10.1016	NUM
brj-24227	403	4	/	/	SYM
brj-24227	403	5	j.engstruct.2012.09.010	j.engstruct.2012.09.010	PROPN
brj-24227	403	6	en	en	ADP
brj-24227	403	7	1995	1995	NUM
brj-24227	403	8	-	-	SYM
brj-24227	403	9	1	1	NUM
brj-24227	403	10	-	-	SYM
brj-24227	403	11	1	1	NUM
brj-24227	403	12	(	(	PUNCT
brj-24227	403	13	2004	2004	NUM
brj-24227	403	14	)	)	PUNCT
brj-24227	403	15	.	.	PUNCT
brj-24227	404	1	eurocode	eurocode	VERB
brj-24227	404	2	5	5	NUM
brj-24227	404	3	design	design	NOUN
brj-24227	404	4	of	of	ADP
brj-24227	404	5	timber	timber	NOUN
brj-24227	404	6	structures	structure	NOUN
brj-24227	404	7	–	–	PUNCT
brj-24227	404	8	part	part	NOUN
brj-24227	404	9	1	1	NUM
brj-24227	404	10	-	-	SYM
brj-24227	404	11	1	1	NUM
brj-24227	404	12	general	general	ADJ
brj-24227	404	13	–	–	PUNCT
brj-24227	404	14	common	common	ADJ
brj-24227	404	15	rules	rule	NOUN
brj-24227	404	16	and	and	CCONJ
brj-24227	404	17	rules	rule	NOUN
brj-24227	404	18	for	for	ADP
brj-24227	404	19	buildings	building	NOUN
brj-24227	404	20	,	,	PUNCT
brj-24227	404	21	”	"	PUNCT
brj-24227	404	22	european	european	PROPN
brj-24227	404	23	committee	committee	PROPN
brj-24227	404	24	for	for	ADP
brj-24227	404	25	standardization	standardization	NOUN
brj-24227	404	26	,	,	PUNCT
brj-24227	404	27	brussels	brussels	PROPN
brj-24227	404	28	,	,	PUNCT
brj-24227	404	29	belgium	belgium	PROPN
brj-24227	404	30	.	.	PUNCT
brj-24227	405	1	peer	peer	NOUN
brj-24227	405	2	-	-	PUNCT
brj-24227	405	3	reviewed	review	VERB
brj-24227	405	4	article	article	NOUN
brj-24227	405	5	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	405	6	celik	celik	VERB
brj-24227	405	7	et	et	PROPN
brj-24227	405	8	al	al	PROPN
brj-24227	405	9	.	.	PROPN
brj-24227	406	1	(	(	PUNCT
brj-24227	406	2	2025	2025	NUM
brj-24227	406	3	)	)	PUNCT
brj-24227	406	4	.	.	PUNCT
brj-24227	407	1	“	"	PUNCT
brj-24227	407	2	timber	timber	NOUN
brj-24227	407	3	structure	structure	NOUN
brj-24227	407	4	model	model	NOUN
brj-24227	407	5	options	option	NOUN
brj-24227	407	6	,	,	PUNCT
brj-24227	407	7	”	"	PUNCT
brj-24227	407	8	bioresources	bioresource	NOUN
brj-24227	407	9	20(2	20(2	NUM
brj-24227	407	10	)	)	PUNCT
brj-24227	407	11	,	,	PUNCT
brj-24227	407	12	3587	3587	NUM
brj-24227	407	13	-	-	SYM
brj-24227	407	14	3603	3603	NUM
brj-24227	407	15	.	.	PUNCT
brj-24227	408	1	3602	3602	NUM
brj-24227	408	2	hashin	hashin	PROPN
brj-24227	408	3	,	,	PUNCT
brj-24227	408	4	z.	z.	PROPN
brj-24227	408	5	(	(	PUNCT
brj-24227	408	6	1981	1981	NUM
brj-24227	408	7	)	)	PUNCT
brj-24227	408	8	.	.	PUNCT
brj-24227	409	1	“	"	PUNCT
brj-24227	409	2	fatigue	fatigue	NOUN
brj-24227	409	3	failure	failure	NOUN
brj-24227	409	4	criteria	criterion	NOUN
brj-24227	409	5	for	for	ADP
brj-24227	409	6	unidirectional	unidirectional	ADJ
brj-24227	409	7	fiber	fiber	NOUN
brj-24227	409	8	composites	composite	NOUN
brj-24227	409	9	,	,	PUNCT
brj-24227	409	10	”	"	PUNCT
brj-24227	409	11	journal	journal	NOUN
brj-24227	409	12	of	of	ADP
brj-24227	409	13	applied	apply	VERB
brj-24227	409	14	mechanics	mechanic	NOUN
brj-24227	409	15	47	47	NUM
brj-24227	409	16	,	,	PUNCT
brj-24227	409	17	329	329	NUM
brj-24227	409	18	-	-	SYM
brj-24227	409	19	34	34	NUM
brj-24227	409	20	.	.	PUNCT
brj-24227	410	1	doi	doi	NOUN
brj-24227	410	2	:	:	PUNCT
brj-24227	410	3	10.1115/1.3157744	10.1115/1.3157744	NUM
brj-24227	410	4	hassanieh	hassanieh	NOUN
brj-24227	410	5	,	,	PUNCT
brj-24227	410	6	a.	a.	NOUN
brj-24227	410	7	,	,	PUNCT
brj-24227	410	8	valipour	valipour	NOUN
brj-24227	410	9	,	,	PUNCT
brj-24227	410	10	h.	h.	PROPN
brj-24227	410	11	r.	r.	PROPN
brj-24227	410	12	,	,	PUNCT
brj-24227	410	13	and	and	CCONJ
brj-24227	410	14	bradford	bradford	NOUN
brj-24227	410	15	,	,	PUNCT
brj-24227	410	16	m.	m.	NOUN
brj-24227	410	17	a.	a.	PROPN
brj-24227	410	18	(	(	PUNCT
brj-24227	410	19	2017	2017	NUM
brj-24227	410	20	)	)	PUNCT
brj-24227	410	21	.	.	PUNCT
brj-24227	411	1	“	"	PUNCT
brj-24227	411	2	composite	composite	ADJ
brj-24227	411	3	connections	connection	NOUN
brj-24227	411	4	between	between	ADP
brj-24227	411	5	clt	clt	NOUN
brj-24227	411	6	slab	slab	NOUN
brj-24227	411	7	and	and	CCONJ
brj-24227	411	8	steel	steel	NOUN
brj-24227	411	9	beam	beam	NOUN
brj-24227	411	10	:	:	PUNCT
brj-24227	411	11	experiments	experiment	NOUN
brj-24227	411	12	and	and	CCONJ
brj-24227	411	13	empirical	empirical	ADJ
brj-24227	411	14	models	model	NOUN
brj-24227	411	15	,	,	PUNCT
brj-24227	411	16	”	"	PUNCT
brj-24227	411	17	journal	journal	NOUN
brj-24227	411	18	of	of	ADP
brj-24227	411	19	constructional	constructional	ADJ
brj-24227	411	20	steel	steel	NOUN
brj-24227	411	21	research	research	NOUN
brj-24227	411	22	138	138	NUM
brj-24227	411	23	,	,	PUNCT
brj-24227	411	24	823	823	NUM
brj-24227	411	25	-	-	SYM
brj-24227	411	26	836	836	NUM
brj-24227	411	27	.	.	PUNCT
brj-24227	412	1	doi	doi	NOUN
brj-24227	412	2	:	:	PUNCT
brj-24227	412	3	10.1016	10.1016	NUM
brj-24227	412	4	/	/	SYM
brj-24227	412	5	j.jcsr.2017.09.002	j.jcsr.2017.09.002	PROPN
brj-24227	412	6	hill	hill	PROPN
brj-24227	412	7	,	,	PUNCT
brj-24227	412	8	r.	r.	PROPN
brj-24227	412	9	(	(	PUNCT
brj-24227	412	10	1998	1998	NUM
brj-24227	412	11	)	)	PUNCT
brj-24227	412	12	.	.	PUNCT
brj-24227	413	1	the	the	DET
brj-24227	413	2	mathematical	mathematical	ADJ
brj-24227	413	3	theory	theory	NOUN
brj-24227	413	4	of	of	ADP
brj-24227	413	5	plasticity	plasticity	NOUN
brj-24227	413	6	,	,	PUNCT
brj-24227	413	7	vol	vol	NOUN
brj-24227	413	8	.	.	PROPN
brj-24227	413	9	11	11	NUM
brj-24227	413	10	,	,	PUNCT
brj-24227	413	11	oxford	oxford	PROPN
brj-24227	413	12	university	university	PROPN
brj-24227	413	13	press	press	NOUN
brj-24227	413	14	.	.	PUNCT
brj-24227	414	1	khelifa	khelifa	PROPN
brj-24227	414	2	,	,	PUNCT
brj-24227	414	3	m.	m.	NOUN
brj-24227	414	4	,	,	PUNCT
brj-24227	414	5	khennane	khennane	ADJ
brj-24227	414	6	,	,	PUNCT
brj-24227	414	7	a.	a.	PROPN
brj-24227	414	8	,	,	PUNCT
brj-24227	414	9	el	el	PROPN
brj-24227	414	10	ganaoui	ganaoui	NOUN
brj-24227	414	11	,	,	PUNCT
brj-24227	414	12	m.	m.	NOUN
brj-24227	414	13	,	,	PUNCT
brj-24227	414	14	and	and	CCONJ
brj-24227	414	15	celzard	celzard	ADV
brj-24227	414	16	,	,	PUNCT
brj-24227	414	17	a.	a.	NOUN
brj-24227	414	18	2016	2016	NUM
brj-24227	414	19	)	)	PUNCT
brj-24227	414	20	.	.	PUNCT
brj-24227	415	1	“	"	PUNCT
brj-24227	415	2	numerical	numerical	ADJ
brj-24227	415	3	damage	damage	NOUN
brj-24227	415	4	prediction	prediction	NOUN
brj-24227	415	5	in	in	ADP
brj-24227	415	6	dowel	dowel	ADJ
brj-24227	415	7	connections	connection	NOUN
brj-24227	415	8	of	of	ADP
brj-24227	415	9	wooden	wooden	ADJ
brj-24227	415	10	structures	structure	NOUN
brj-24227	415	11	,	,	PUNCT
brj-24227	415	12	”	"	PUNCT
brj-24227	415	13	materials	material	NOUN
brj-24227	415	14	and	and	CCONJ
brj-24227	415	15	structures	structure	NOUN
brj-24227	415	16	49	49	NUM
brj-24227	415	17	,	,	PUNCT
brj-24227	415	18	1829	1829	NUM
brj-24227	415	19	-	-	SYM
brj-24227	415	20	1840	1840	NUM
brj-24227	415	21	.	.	PUNCT
brj-24227	416	1	doi	doi	NOUN
brj-24227	416	2	:	:	PUNCT
brj-24227	416	3	10.1617	10.1617	NUM
brj-24227	416	4	/	/	SYM
brj-24227	416	5	s11527	s11527	NUM
brj-24227	416	6	-	-	PUNCT
brj-24227	416	7	015	015	NUM
brj-24227	416	8	-	-	PUNCT
brj-24227	416	9	0615	0615	NUM
brj-24227	416	10	-	-	SYM
brj-24227	416	11	5	5	NUM
brj-24227	416	12	lefebvre	lefebvre	PROPN
brj-24227	416	13	,	,	PUNCT
brj-24227	416	14	d.	d.	PROPN
brj-24227	416	15	,	,	PUNCT
brj-24227	416	16	and	and	CCONJ
brj-24227	416	17	richard	richard	PROPN
brj-24227	416	18	,	,	PUNCT
brj-24227	416	19	g.	g.	PROPN
brj-24227	416	20	(	(	PUNCT
brj-24227	416	21	2014	2014	NUM
brj-24227	416	22	)	)	PUNCT
brj-24227	416	23	.	.	PUNCT
brj-24227	417	1	“	"	PUNCT
brj-24227	417	2	design	design	NOUN
brj-24227	417	3	and	and	CCONJ
brj-24227	417	4	construction	construction	NOUN
brj-24227	417	5	of	of	ADP
brj-24227	417	6	a	a	DET
brj-24227	417	7	160	160	NUM
brj-24227	417	8	-	-	PUNCT
brj-24227	417	9	metre	metre	NOUN
brj-24227	417	10	-	-	PUNCT
brj-24227	417	11	long	long	ADJ
brj-24227	417	12	wood	wood	NOUN
brj-24227	417	13	bridge	bridge	NOUN
brj-24227	417	14	in	in	ADP
brj-24227	417	15	mistissini	mistissini	PROPN
brj-24227	417	16	,	,	PUNCT
brj-24227	417	17	quebec	quebec	PROPN
brj-24227	417	18	,	,	PUNCT
brj-24227	417	19	”	"	PUNCT
brj-24227	417	20	in	in	ADP
brj-24227	417	21	:	:	PUNCT
brj-24227	417	22	proceeding	proceeding	NOUN
brj-24227	417	23	of	of	ADP
brj-24227	417	24	internationales	internationale	NOUN
brj-24227	417	25	holzbauforum	holzbauforum	PROPN
brj-24227	417	26	,	,	PUNCT
brj-24227	417	27	garmisch	garmisch	PROPN
brj-24227	417	28	-	-	ADJ
brj-24227	417	29	partenkirchen	partenkirchen	ADV
brj-24227	417	30	,	,	PUNCT
brj-24227	417	31	germany	germany	PROPN
brj-24227	417	32	.	.	PUNCT
brj-24227	418	1	li	li	PROPN
brj-24227	418	2	,	,	PUNCT
brj-24227	418	3	t.	t.	PROPN
brj-24227	418	4	q.	q.	PROPN
brj-24227	418	5	,	,	PUNCT
brj-24227	418	6	choo	choo	PROPN
brj-24227	418	7	,	,	PUNCT
brj-24227	418	8	b.	b.	PROPN
brj-24227	418	9	s.	s.	PROPN
brj-24227	418	10	,	,	PUNCT
brj-24227	418	11	and	and	CCONJ
brj-24227	418	12	nethercot	nethercot	PROPN
brj-24227	418	13	,	,	PUNCT
brj-24227	418	14	d.	d.	PROPN
brj-24227	418	15	a.	a.	PROPN
brj-24227	418	16	(	(	PUNCT
brj-24227	418	17	1995	1995	NUM
brj-24227	418	18	)	)	PUNCT
brj-24227	418	19	.	.	PUNCT
brj-24227	419	1	“	"	PUNCT
brj-24227	419	2	connection	connection	NOUN
brj-24227	419	3	element	element	NOUN
brj-24227	419	4	method	method	NOUN
brj-24227	419	5	for	for	ADP
brj-24227	419	6	the	the	DET
brj-24227	419	7	analysis	analysis	NOUN
brj-24227	419	8	of	of	ADP
brj-24227	419	9	semi	semi	ADJ
brj-24227	419	10	-	-	ADJ
brj-24227	419	11	rigid	rigid	ADJ
brj-24227	419	12	frames	frame	NOUN
brj-24227	419	13	,	,	PUNCT
brj-24227	419	14	”	"	PUNCT
brj-24227	419	15	journal	journal	NOUN
brj-24227	419	16	of	of	ADP
brj-24227	419	17	constructional	constructional	ADJ
brj-24227	419	18	steel	steel	NOUN
brj-24227	419	19	research	research	NOUN
brj-24227	419	20	32(2	32(2	NUM
brj-24227	419	21	)	)	PUNCT
brj-24227	419	22	,	,	PUNCT
brj-24227	419	23	143171	143171	NUM
brj-24227	419	24	.	.	PUNCT
brj-24227	420	1	doi	doi	NOUN
brj-24227	420	2	:	:	PUNCT
brj-24227	420	3	10.1016/0143	10.1016/0143	NUM
brj-24227	420	4	-	-	SYM
brj-24227	420	5	974x(95)93170	974x(95)93170	NUM
brj-24227	420	6	-	-	PUNCT
brj-24227	420	7	9	9	NUM
brj-24227	420	8	moe	moe	NOUN
brj-24227	420	9	,	,	PUNCT
brj-24227	420	10	j.	j.	PROPN
brj-24227	420	11	(	(	PUNCT
brj-24227	420	12	1961	1961	NUM
brj-24227	420	13	)	)	PUNCT
brj-24227	420	14	.	.	PUNCT
brj-24227	421	1	“	"	PUNCT
brj-24227	421	2	the	the	DET
brj-24227	421	3	mechanism	mechanism	NOUN
brj-24227	421	4	of	of	ADP
brj-24227	421	5	failure	failure	NOUN
brj-24227	421	6	of	of	ADP
brj-24227	421	7	wood	wood	NOUN
brj-24227	421	8	in	in	ADP
brj-24227	421	9	bending	bend	VERB
brj-24227	421	10	,	,	PUNCT
brj-24227	421	11	”	"	PUNCT
brj-24227	421	12	publication	publication	NOUN
brj-24227	421	13	international	international	PROPN
brj-24227	421	14	association	association	PROPN
brj-24227	421	15	for	for	ADP
brj-24227	421	16	bridge	bridge	NOUN
brj-24227	421	17	and	and	CCONJ
brj-24227	421	18	structural	structural	ADJ
brj-24227	421	19	engineering	engineering	NOUN
brj-24227	421	20	,	,	PUNCT
brj-24227	421	21	21	21	NUM
brj-24227	421	22	,	,	PUNCT
brj-24227	421	23	163	163	NUM
brj-24227	421	24	-	-	SYM
brj-24227	421	25	178	178	NUM
brj-24227	421	26	.	.	PUNCT
brj-24227	421	27	moradei	moradei	PROPN
brj-24227	421	28	,	,	PUNCT
brj-24227	421	29	j.	j.	PROPN
brj-24227	421	30	,	,	PUNCT
brj-24227	421	31	brütting	brütting	PROPN
brj-24227	421	32	,	,	PUNCT
brj-24227	421	33	j.	j.	PROPN
brj-24227	421	34	,	,	PUNCT
brj-24227	421	35	fivet	fivet	PROPN
brj-24227	421	36	,	,	PUNCT
brj-24227	421	37	c.	c.	PROPN
brj-24227	421	38	,	,	PUNCT
brj-24227	421	39	sherrow	sherrow	NOUN
brj-24227	421	40	-	-	PUNCT
brj-24227	421	41	groves	grove	NOUN
brj-24227	421	42	,	,	PUNCT
brj-24227	421	43	n.	n.	NOUN
brj-24227	421	44	,	,	PUNCT
brj-24227	421	45	wilson	wilson	PROPN
brj-24227	421	46	,	,	PUNCT
brj-24227	421	47	d.	d.	PROPN
brj-24227	421	48	,	,	PUNCT
brj-24227	421	49	fischer	fischer	PROPN
brj-24227	421	50	,	,	PUNCT
brj-24227	421	51	a.	a.	NOUN
brj-24227	421	52	,	,	PUNCT
brj-24227	421	53	and	and	CCONJ
brj-24227	421	54	ye	ye	NOUN
brj-24227	421	55	,	,	PUNCT
brj-24227	421	56	j.	j.	PROPN
brj-24227	421	57	(	(	PUNCT
brj-24227	421	58	2018	2018	NUM
brj-24227	421	59	)	)	PUNCT
brj-24227	421	60	.	.	PUNCT
brj-24227	422	1	“	"	PUNCT
brj-24227	422	2	structural	structural	ADJ
brj-24227	422	3	characterization	characterization	NOUN
brj-24227	422	4	of	of	ADP
brj-24227	422	5	traditional	traditional	ADJ
brj-24227	422	6	moment	moment	NOUN
brj-24227	422	7	-	-	PUNCT
brj-24227	422	8	resisting	resist	VERB
brj-24227	422	9	timber	timber	NOUN
brj-24227	422	10	joinery	joinery	NOUN
brj-24227	422	11	,	,	PUNCT
brj-24227	422	12	”	"	PUNCT
brj-24227	422	13	in	in	ADP
brj-24227	422	14	:	:	PUNCT
brj-24227	422	15	proceedings	proceeding	NOUN
brj-24227	422	16	of	of	ADP
brj-24227	422	17	iass	iass	ADJ
brj-24227	422	18	annual	annual	ADJ
brj-24227	422	19	symposia	symposia	NOUN
brj-24227	422	20	(	(	PUNCT
brj-24227	422	21	vol	vol	NOUN
brj-24227	422	22	.	.	NOUN
brj-24227	422	23	2018	2018	NUM
brj-24227	422	24	,	,	PUNCT
brj-24227	422	25	no	no	INTJ
brj-24227	422	26	.	.	NOUN
brj-24227	422	27	20	20	NUM
brj-24227	422	28	,	,	PUNCT
brj-24227	422	29	pp	pp	ADJ
brj-24227	422	30	.	.	PUNCT
brj-24227	423	1	1	1	NUM
brj-24227	423	2	-	-	SYM
brj-24227	423	3	8)	8)	NUM
brj-24227	423	4	.	.	PUNCT
brj-24227	423	5	international	international	ADJ
brj-24227	423	6	association	association	PROPN
brj-24227	423	7	for	for	ADP
brj-24227	423	8	shell	shell	NOUN
brj-24227	423	9	and	and	CCONJ
brj-24227	423	10	spatial	spatial	ADJ
brj-24227	423	11	structures	structure	NOUN
brj-24227	423	12	(	(	PUNCT
brj-24227	423	13	iass	iass	NOUN
brj-24227	423	14	)	)	PUNCT
brj-24227	423	15	.	.	PUNCT
brj-24227	424	1	norris	norris	PROPN
brj-24227	424	2	,	,	PUNCT
brj-24227	424	3	c.	c.	PROPN
brj-24227	424	4	(	(	PUNCT
brj-24227	424	5	1962	1962	NUM
brj-24227	424	6	)	)	PUNCT
brj-24227	424	7	.	.	PUNCT
brj-24227	425	1	“	"	PUNCT
brj-24227	425	2	strength	strength	NOUN
brj-24227	425	3	of	of	ADP
brj-24227	425	4	orthotropic	orthotropic	ADJ
brj-24227	425	5	materials	material	NOUN
brj-24227	425	6	subjected	subject	VERB
brj-24227	425	7	to	to	ADP
brj-24227	425	8	combined	combined	ADJ
brj-24227	425	9	stresses	stress	NOUN
brj-24227	425	10	,	,	PUNCT
brj-24227	425	11	”	"	PUNCT
brj-24227	425	12	https://www.cabidigitallibrary.org/doi/full/10.5555/19500603007	https://www.cabidigitallibrary.org/doi/full/10.5555/19500603007	VERB
brj-24227	425	13	pang	pang	NOUN
brj-24227	425	14	,	,	PUNCT
brj-24227	425	15	s.	s.	PROPN
brj-24227	425	16	j.	j.	PROPN
brj-24227	425	17	,	,	PUNCT
brj-24227	425	18	oh	oh	INTJ
brj-24227	425	19	,	,	PUNCT
brj-24227	425	20	j.	j.	PROPN
brj-24227	425	21	k.	k.	PROPN
brj-24227	425	22	,	,	PUNCT
brj-24227	425	23	park	park	PROPN
brj-24227	425	24	,	,	PUNCT
brj-24227	425	25	c.	c.	PROPN
brj-24227	425	26	y.	y.	PROPN
brj-24227	425	27	,	,	PUNCT
brj-24227	425	28	and	and	CCONJ
brj-24227	425	29	lee	lee	PROPN
brj-24227	425	30	,	,	PUNCT
brj-24227	425	31	j.	j.	PROPN
brj-24227	425	32	j.	j.	PROPN
brj-24227	425	33	(	(	PUNCT
brj-24227	425	34	2011	2011	NUM
brj-24227	425	35	)	)	PUNCT
brj-24227	425	36	.	.	PUNCT
brj-24227	426	1	“	"	PUNCT
brj-24227	426	2	influence	influence	NOUN
brj-24227	426	3	of	of	ADP
brj-24227	426	4	crossing	crossing	NOUN
brj-24227	426	5	-	-	PUNCT
brj-24227	426	6	beam	beam	NOUN
brj-24227	426	7	shoulder	shoulder	NOUN
brj-24227	426	8	and	and	CCONJ
brj-24227	426	9	wood	wood	NOUN
brj-24227	426	10	species	specie	NOUN
brj-24227	426	11	on	on	ADP
brj-24227	426	12	moment	moment	NOUN
brj-24227	426	13	-	-	PUNCT
brj-24227	426	14	carrying	carry	VERB
brj-24227	426	15	capacity	capacity	NOUN
brj-24227	426	16	in	in	ADP
brj-24227	426	17	a	a	DET
brj-24227	426	18	korean	korean	ADJ
brj-24227	426	19	traditional	traditional	ADJ
brj-24227	426	20	dovetail	dovetail	NOUN
brj-24227	426	21	joint	joint	NOUN
brj-24227	426	22	,	,	PUNCT
brj-24227	426	23	”	"	PUNCT
brj-24227	426	24	journal	journal	NOUN
brj-24227	426	25	of	of	ADP
brj-24227	426	26	wood	wood	NOUN
brj-24227	426	27	science	science	NOUN
brj-24227	426	28	57	57	NUM
brj-24227	426	29	,	,	PUNCT
brj-24227	426	30	195	195	NUM
brj-24227	426	31	-	-	SYM
brj-24227	426	32	202	202	NUM
brj-24227	426	33	.	.	PUNCT
brj-24227	427	1	doi	doi	NOUN
brj-24227	427	2	:	:	PUNCT
brj-24227	427	3	10.1007	10.1007	NUM
brj-24227	427	4	/	/	SYM
brj-24227	427	5	s10086	s10086	NOUN
brj-24227	427	6	-	-	PUNCT
brj-24227	427	7	0101159	0101159	NUM
brj-24227	427	8	-	-	SYM
brj-24227	427	9	5	5	NUM
brj-24227	427	10	tsai	tsai	PROPN
brj-24227	427	11	,	,	PUNCT
brj-24227	427	12	s.	s.	PROPN
brj-24227	427	13	w.	w.	PROPN
brj-24227	427	14	,	,	PUNCT
brj-24227	427	15	and	and	CCONJ
brj-24227	427	16	wu	wu	PROPN
brj-24227	427	17	,	,	PUNCT
brj-24227	427	18	e.	e.	PROPN
brj-24227	427	19	m.	m.	PROPN
brj-24227	427	20	(	(	PUNCT
brj-24227	427	21	1971	1971	NUM
brj-24227	427	22	)	)	PUNCT
brj-24227	427	23	.	.	PUNCT
brj-24227	428	1	“	"	PUNCT
brj-24227	428	2	a	a	DET
brj-24227	428	3	general	general	ADJ
brj-24227	428	4	theory	theory	NOUN
brj-24227	428	5	of	of	ADP
brj-24227	428	6	strength	strength	NOUN
brj-24227	428	7	for	for	ADP
brj-24227	428	8	anisotropic	anisotropic	NOUN
brj-24227	428	9	materials	material	NOUN
brj-24227	428	10	,	,	PUNCT
brj-24227	428	11	”	"	PUNCT
brj-24227	428	12	journal	journal	NOUN
brj-24227	428	13	of	of	ADP
brj-24227	428	14	composite	composite	ADJ
brj-24227	428	15	materials	material	NOUN
brj-24227	428	16	5(1	5(1	NUM
brj-24227	428	17	)	)	PUNCT
brj-24227	428	18	,	,	PUNCT
brj-24227	428	19	58	58	NUM
brj-24227	428	20	-	-	SYM
brj-24227	428	21	80	80	NUM
brj-24227	428	22	.	.	PUNCT
brj-24227	429	1	doi	doi	NOUN
brj-24227	429	2	:	:	PUNCT
brj-24227	429	3	10.1177/002199837100500	10.1177/002199837100500	NUM
brj-24227	429	4	vallée	vallée	NOUN
brj-24227	429	5	,	,	PUNCT
brj-24227	429	6	t.	t.	PROPN
brj-24227	429	7	,	,	PUNCT
brj-24227	429	8	tannert	tannert	ADJ
brj-24227	429	9	,	,	PUNCT
brj-24227	429	10	t.	t.	NOUN
brj-24227	429	11	,	,	PUNCT
brj-24227	429	12	and	and	CCONJ
brj-24227	429	13	hehl	hehl	NOUN
brj-24227	429	14	,	,	PUNCT
brj-24227	429	15	s.	s.	PROPN
brj-24227	429	16	(	(	PUNCT
brj-24227	429	17	2011	2011	NUM
brj-24227	429	18	)	)	PUNCT
brj-24227	429	19	.	.	PUNCT
brj-24227	430	1	“	"	PUNCT
brj-24227	430	2	experimental	experimental	ADJ
brj-24227	430	3	and	and	CCONJ
brj-24227	430	4	numerical	numerical	ADJ
brj-24227	430	5	investigations	investigation	NOUN
brj-24227	430	6	on	on	ADP
brj-24227	430	7	full	full	ADJ
brj-24227	430	8	-	-	PUNCT
brj-24227	430	9	scale	scale	NOUN
brj-24227	430	10	adhesively	adhesively	ADV
brj-24227	430	11	bonded	bond	VERB
brj-24227	430	12	timber	timber	NOUN
brj-24227	430	13	trusses	truss	NOUN
brj-24227	430	14	,	,	PUNCT
brj-24227	430	15	”	"	PUNCT
brj-24227	430	16	materials	material	NOUN
brj-24227	430	17	and	and	CCONJ
brj-24227	430	18	structures	structure	NOUN
brj-24227	430	19	44	44	NUM
brj-24227	430	20	,	,	PUNCT
brj-24227	430	21	17451758	17451758	NUM
brj-24227	430	22	.	.	PUNCT
brj-24227	431	1	doi	doi	NOUN
brj-24227	431	2	:	:	PUNCT
brj-24227	431	3	10.1617	10.1617	NUM
brj-24227	431	4	/	/	SYM
brj-24227	431	5	s11527	s11527	NOUN
brj-24227	431	6	-	-	PUNCT
brj-24227	431	7	011	011	NUM
brj-24227	431	8	-	-	PUNCT
brj-24227	431	9	9735	9735	NUM
brj-24227	431	10	-	-	SYM
brj-24227	431	11	8	8	NUM
brj-24227	431	12	wald	wald	X
brj-24227	431	13	,	,	PUNCT
brj-24227	431	14	f.	f.	PROPN
brj-24227	431	15	,	,	PUNCT
brj-24227	431	16	mareš	mareš	PROPN
brj-24227	431	17	,	,	PUNCT
brj-24227	431	18	j.	j.	PROPN
brj-24227	431	19	,	,	PUNCT
brj-24227	431	20	sokol	sokol	PROPN
brj-24227	431	21	,	,	PUNCT
brj-24227	431	22	z.	z.	PROPN
brj-24227	431	23	,	,	PUNCT
brj-24227	431	24	and	and	CCONJ
brj-24227	431	25	drdácký	drdácký	NOUN
brj-24227	431	26	,	,	PUNCT
brj-24227	431	27	m.	m.	NOUN
brj-24227	431	28	(	(	PUNCT
brj-24227	431	29	2000	2000	NUM
brj-24227	431	30	)	)	PUNCT
brj-24227	431	31	.	.	PUNCT
brj-24227	432	1	“	"	PUNCT
brj-24227	432	2	component	component	NOUN
brj-24227	432	3	method	method	NOUN
brj-24227	432	4	for	for	ADP
brj-24227	432	5	historical	historical	ADJ
brj-24227	432	6	timber	timber	NOUN
brj-24227	432	7	joints	joint	NOUN
brj-24227	432	8	,	,	PUNCT
brj-24227	432	9	”	"	PUNCT
brj-24227	432	10	in	in	ADP
brj-24227	432	11	:	:	PUNCT
brj-24227	432	12	the	the	DET
brj-24227	432	13	paramount	paramount	ADJ
brj-24227	432	14	role	role	NOUN
brj-24227	432	15	of	of	ADP
brj-24227	432	16	joints	joint	NOUN
brj-24227	432	17	into	into	ADP
brj-24227	432	18	the	the	DET
brj-24227	432	19	reliable	reliable	ADJ
brj-24227	432	20	response	response	NOUN
brj-24227	432	21	of	of	ADP
brj-24227	432	22	structures	structure	NOUN
brj-24227	432	23	:	:	PUNCT
brj-24227	432	24	from	from	ADP
brj-24227	432	25	the	the	DET
brj-24227	432	26	classic	classic	NOUN
brj-24227	432	27	pinned	pin	VERB
brj-24227	432	28	and	and	CCONJ
brj-24227	432	29	rigid	rigid	ADJ
brj-24227	432	30	joints	joint	NOUN
brj-24227	432	31	to	to	ADP
brj-24227	432	32	the	the	DET
brj-24227	432	33	notion	notion	NOUN
brj-24227	432	34	of	of	ADP
brj-24227	432	35	semirigidity	semirigidity	NOUN
brj-24227	432	36	,	,	PUNCT
brj-24227	432	37	springer	springer	NOUN
brj-24227	432	38	,	,	PUNCT
brj-24227	432	39	dordrecht	dordrecht	PROPN
brj-24227	432	40	,	,	PUNCT
brj-24227	432	41	netherlands	netherlands	PROPN
brj-24227	432	42	,	,	PUNCT
brj-24227	432	43	pp	pp	X
brj-24227	432	44	.	.	PUNCT
brj-24227	433	1	417	417	NUM
brj-24227	433	2	-	-	SYM
brj-24227	433	3	424	424	NUM
brj-24227	433	4	.	.	PUNCT
brj-24227	434	1	wanninger	wanninger	PROPN
brj-24227	434	2	,	,	PUNCT
brj-24227	434	3	f.	f.	PROPN
brj-24227	434	4	,	,	PUNCT
brj-24227	434	5	and	and	CCONJ
brj-24227	434	6	frangi	frangi	NOUN
brj-24227	434	7	,	,	PUNCT
brj-24227	434	8	a.	a.	NOUN
brj-24227	434	9	(	(	PUNCT
brj-24227	434	10	2016	2016	NUM
brj-24227	434	11	)	)	PUNCT
brj-24227	434	12	.	.	PUNCT
brj-24227	435	1	“	"	PUNCT
brj-24227	435	2	experimental	experimental	ADJ
brj-24227	435	3	and	and	CCONJ
brj-24227	435	4	analytical	analytical	ADJ
brj-24227	435	5	analysis	analysis	NOUN
brj-24227	435	6	of	of	ADP
brj-24227	435	7	a	a	DET
brj-24227	435	8	posttensioned	posttensione	VERB
brj-24227	435	9	timber	timber	NOUN
brj-24227	435	10	frame	frame	NOUN
brj-24227	435	11	under	under	ADP
brj-24227	435	12	horizontal	horizontal	ADJ
brj-24227	435	13	loads	load	NOUN
brj-24227	435	14	,	,	PUNCT
brj-24227	435	15	”	"	PUNCT
brj-24227	435	16	engineering	engineering	NOUN
brj-24227	435	17	structures	structure	NOUN
brj-24227	435	18	113	113	NUM
brj-24227	435	19	,	,	PUNCT
brj-24227	435	20	16	16	NUM
brj-24227	435	21	-	-	SYM
brj-24227	435	22	25	25	NUM
brj-24227	435	23	.	.	PUNCT
brj-24227	436	1	doi	doi	NOUN
brj-24227	436	2	:	:	PUNCT
brj-24227	436	3	10.1016	10.1016	NUM
brj-24227	436	4	/	/	SYM
brj-24227	436	5	j.engstruct.2016.01.029	j.engstruct.2016.01.029	PROPN
brj-24227	436	6	xu	xu	PROPN
brj-24227	436	7	,	,	PUNCT
brj-24227	436	8	b.	b.	PROPN
brj-24227	436	9	h.	h.	PROPN
brj-24227	436	10	,	,	PUNCT
brj-24227	436	11	taazount	taazount	NOUN
brj-24227	436	12	,	,	PUNCT
brj-24227	436	13	m.	m.	NOUN
brj-24227	436	14	,	,	PUNCT
brj-24227	436	15	bouchaïr	bouchaïr	NOUN
brj-24227	436	16	,	,	PUNCT
brj-24227	436	17	a.	a.	NOUN
brj-24227	436	18	,	,	PUNCT
brj-24227	436	19	and	and	CCONJ
brj-24227	436	20	racher	racher	NOUN
brj-24227	436	21	,	,	PUNCT
brj-24227	436	22	p.	p.	NOUN
brj-24227	436	23	(	(	PUNCT
brj-24227	436	24	2009	2009	NUM
brj-24227	436	25	)	)	PUNCT
brj-24227	436	26	.	.	PUNCT
brj-24227	437	1	“	"	PUNCT
brj-24227	437	2	numerical	numerical	PROPN
brj-24227	437	3	3d	3d	PROPN
brj-24227	437	4	finite	finite	PROPN
brj-24227	437	5	element	element	NOUN
brj-24227	437	6	modelling	modelling	NOUN
brj-24227	437	7	and	and	CCONJ
brj-24227	437	8	experimental	experimental	ADJ
brj-24227	437	9	tests	test	NOUN
brj-24227	437	10	for	for	ADP
brj-24227	437	11	dowel	dowel	NOUN
brj-24227	437	12	-	-	PUNCT
brj-24227	437	13	type	type	NOUN
brj-24227	437	14	timber	timber	NOUN
brj-24227	437	15	joints	joint	NOUN
brj-24227	437	16	,	,	PUNCT
brj-24227	437	17	”	"	PUNCT
brj-24227	437	18	construction	construction	NOUN
brj-24227	437	19	and	and	CCONJ
brj-24227	437	20	building	building	NOUN
brj-24227	437	21	materials	material	NOUN
brj-24227	437	22	23(9	23(9	NUM
brj-24227	437	23	)	)	PUNCT
brj-24227	437	24	,	,	PUNCT
brj-24227	437	25	3043	3043	NUM
brj-24227	437	26	-	-	SYM
brj-24227	437	27	3052	3052	NUM
brj-24227	437	28	.	.	PUNCT
brj-24227	438	1	doi	doi	NOUN
brj-24227	438	2	:	:	PUNCT
brj-24227	438	3	10.1016	10.1016	NUM
brj-24227	438	4	/	/	SYM
brj-24227	438	5	j.conbuildmat.2009.04.006	j.conbuildmat.2009.04.006	PROPN
brj-24227	438	6	yang	yang	PROPN
brj-24227	438	7	,	,	PUNCT
brj-24227	438	8	h.	h.	PROPN
brj-24227	438	9	,	,	PUNCT
brj-24227	438	10	liu	liu	PROPN
brj-24227	438	11	,	,	PUNCT
brj-24227	438	12	w.	w.	PROPN
brj-24227	438	13	,	,	PUNCT
brj-24227	438	14	and	and	CCONJ
brj-24227	438	15	ren	ren	PROPN
brj-24227	438	16	,	,	PUNCT
brj-24227	438	17	x.	x.	NOUN
brj-24227	438	18	(	(	PUNCT
brj-24227	438	19	2016	2016	NUM
brj-24227	438	20	)	)	PUNCT
brj-24227	438	21	.	.	PUNCT
brj-24227	439	1	“	"	PUNCT
brj-24227	439	2	a	a	DET
brj-24227	439	3	component	component	NOUN
brj-24227	439	4	method	method	NOUN
brj-24227	439	5	for	for	ADP
brj-24227	439	6	moment	moment	NOUN
brj-24227	439	7	-	-	PUNCT
brj-24227	439	8	resistant	resistant	ADJ
brj-24227	439	9	glulam	glulam	NOUN
brj-24227	439	10	beam	beam	NOUN
brj-24227	439	11	–	–	PUNCT
brj-24227	439	12	column	column	NOUN
brj-24227	439	13	connections	connection	NOUN
brj-24227	439	14	with	with	ADP
brj-24227	439	15	glued	glue	VERB
brj-24227	439	16	-	-	PUNCT
brj-24227	439	17	in	in	ADP
brj-24227	439	18	steel	steel	NOUN
brj-24227	439	19	rods	rod	NOUN
brj-24227	439	20	,	,	PUNCT
brj-24227	439	21	”	"	PUNCT
brj-24227	439	22	engineering	engineering	NOUN
brj-24227	439	23	structures	structure	NOUN
brj-24227	439	24	115	115	NUM
brj-24227	439	25	,	,	PUNCT
brj-24227	439	26	42	42	NUM
brj-24227	439	27	-	-	SYM
brj-24227	439	28	54	54	NUM
brj-24227	439	29	.	.	PUNCT
brj-24227	440	1	doi	doi	NOUN
brj-24227	440	2	:	:	PUNCT
brj-24227	440	3	10.1016	10.1016	NUM
brj-24227	440	4	/	/	SYM
brj-24227	440	5	j.engstruct.2016.02.024	j.engstruct.2016.02.024	VERB
brj-24227	440	6	peer	peer	NOUN
brj-24227	440	7	-	-	PUNCT
brj-24227	440	8	reviewed	review	VERB
brj-24227	440	9	article	article	NOUN
brj-24227	440	10	bioresources.cnr.ncsu.edu	bioresources.cnr.ncsu.edu	X
brj-24227	440	11	celik	celik	VERB
brj-24227	440	12	et	et	PROPN
brj-24227	440	13	al	al	PROPN
brj-24227	440	14	.	.	PROPN
brj-24227	441	1	(	(	PUNCT
brj-24227	441	2	2025	2025	NUM
brj-24227	441	3	)	)	PUNCT
brj-24227	441	4	.	.	PUNCT
brj-24227	442	1	“	"	PUNCT
brj-24227	442	2	timber	timber	NOUN
brj-24227	442	3	structure	structure	NOUN
brj-24227	442	4	model	model	NOUN
brj-24227	442	5	options	option	NOUN
brj-24227	442	6	,	,	PUNCT
brj-24227	442	7	”	"	PUNCT
brj-24227	442	8	bioresources	bioresource	NOUN
brj-24227	442	9	20(2	20(2	NUM
brj-24227	442	10	)	)	PUNCT
brj-24227	442	11	,	,	PUNCT
brj-24227	442	12	3587	3587	NUM
brj-24227	442	13	-	-	SYM
brj-24227	442	14	3603	3603	NUM
brj-24227	442	15	.	.	PUNCT
brj-24227	443	1	3603	3603	NUM
brj-24227	443	2	zakic	zakic	PROPN
brj-24227	443	3	,	,	PUNCT
brj-24227	443	4	b.	b.	PROPN
brj-24227	443	5	(	(	PUNCT
brj-24227	443	6	2003	2003	NUM
brj-24227	443	7	)	)	PUNCT
brj-24227	443	8	.	.	PUNCT
brj-24227	444	1	plasticity	plasticity	NOUN
brj-24227	444	2	in	in	ADP
brj-24227	444	3	wood	wood	NOUN
brj-24227	444	4	.	.	PUNCT
brj-24227	445	1	ph.d	ph.d	PROPN
brj-24227	445	2	.	.	PUNCT
brj-24227	446	1	dissertation	dissertation	NOUN
brj-24227	446	2	,	,	PUNCT
brj-24227	446	3	serbian	serbian	ADJ
brj-24227	446	4	academy	academy	NOUN
brj-24227	446	5	of	of	ADP
brj-24227	446	6	sciences	sciences	PROPN
brj-24227	446	7	and	and	CCONJ
brj-24227	446	8	arts	art	NOUN
brj-24227	446	9	,	,	PUNCT
brj-24227	446	10	belgrade	belgrade	PROPN
brj-24227	446	11	,	,	PUNCT
brj-24227	446	12	serbia	serbia	PROPN
brj-24227	446	13	.	.	PUNCT
brj-24227	447	1	article	article	PROPN
brj-24227	447	2	submitted	submit	VERB
brj-24227	447	3	:	:	PUNCT
brj-24227	447	4	november	november	PROPN
brj-24227	447	5	26	26	NUM
brj-24227	447	6	,	,	PUNCT
brj-24227	447	7	2024	2024	NUM
brj-24227	447	8	;	;	PUNCT
brj-24227	447	9	peer	peer	NOUN
brj-24227	447	10	review	review	NOUN
brj-24227	447	11	completed	complete	VERB
brj-24227	447	12	:	:	PUNCT
brj-24227	447	13	december	december	PROPN
brj-24227	447	14	20	20	NUM
brj-24227	447	15	,	,	PUNCT
brj-24227	447	16	2024	2024	NUM
brj-24227	447	17	;	;	PUNCT
brj-24227	447	18	revised	revise	VERB
brj-24227	447	19	version	version	NOUN
brj-24227	447	20	received	receive	VERB
brj-24227	447	21	:	:	PUNCT
brj-24227	447	22	january	january	PROPN
brj-24227	447	23	6	6	NUM
brj-24227	447	24	,	,	PUNCT
brj-24227	447	25	2025	2025	NUM
brj-24227	447	26	;	;	PUNCT
brj-24227	447	27	accepted	accept	VERB
brj-24227	447	28	:	:	PUNCT
brj-24227	447	29	february	february	PROPN
brj-24227	447	30	26	26	NUM
brj-24227	447	31	,	,	PUNCT
brj-24227	447	32	2025	2025	NUM
brj-24227	447	33	;	;	PUNCT
brj-24227	447	34	published	publish	VERB
brj-24227	447	35	:	:	PUNCT
brj-24227	447	36	march	march	PROPN
brj-24227	447	37	26	26	NUM
brj-24227	447	38	,	,	PUNCT
brj-24227	447	39	2025	2025	NUM
brj-24227	447	40	.	.	PUNCT
brj-24227	448	1	doi	doi	NOUN
brj-24227	448	2	:	:	PUNCT
brj-24227	448	3	10.15376	10.15376	NUM
brj-24227	448	4	/	/	SYM
brj-24227	448	5	biores.20.2.3587	biores.20.2.3587	NOUN
brj-24227	448	6	-	-	PUNCT
brj-24227	448	7	3603	3603	NUM