id	sid	tid	token	lemma	pos
fis-4053	1	1	microsoft	microsoft	PROPN
fis-4053	1	2	word	word	PROPN
fis-4053	1	3	numero_64_art_12_4053.docx	numero_64_art_12_4053.docx	NOUN
fis-4053	1	4	h.	h.	PROPN
fis-4053	1	5	zine	zine	PROPN
fis-4053	1	6	laabidine	laabidine	VERB
fis-4053	1	7	et	et	PROPN
fis-4053	1	8	alii	alii	PROPN
fis-4053	1	9	,	,	PUNCT
fis-4053	1	10	frattura	frattura	PROPN
fis-4053	1	11	ed	ed	PROPN
fis-4053	1	12	integrità	integrità	PROPN
fis-4053	1	13	strutturale	strutturale	PROPN
fis-4053	1	14	,	,	PUNCT
fis-4053	1	15	64	64	NUM
fis-4053	1	16	(	(	PUNCT
fis-4053	1	17	2023	2023	NUM
fis-4053	1	18	)	)	PUNCT
fis-4053	1	19	186	186	NUM
fis-4053	1	20	-	-	SYM
fis-4053	1	21	203	203	NUM
fis-4053	1	22	;	;	PUNCT
fis-4053	1	23	doi	doi	NOUN
fis-4053	1	24	:	:	PUNCT
fis-4053	1	25	10.3221	10.3221	NUM
fis-4053	1	26	/	/	SYM
fis-4053	1	27	igf	igf	PROPN
fis-4053	1	28	-	-	PUNCT
fis-4053	1	29	esis.64.12	esis.64.12	PROPN
fis-4053	1	30	186	186	NUM
fis-4053	1	31	the	the	DET
fis-4053	1	32	influence	influence	NOUN
fis-4053	1	33	of	of	ADP
fis-4053	1	34	notch	notch	ADJ
fis-4053	1	35	connection	connection	NOUN
fis-4053	1	36	location	location	NOUN
fis-4053	1	37	on	on	ADP
fis-4053	1	38	the	the	DET
fis-4053	1	39	short	short	ADJ
fis-4053	1	40	-	-	PUNCT
fis-4053	1	41	term	term	NOUN
fis-4053	1	42	behaviour	behaviour	NOUN
fis-4053	1	43	of	of	ADP
fis-4053	1	44	timber	timber	NOUN
fis-4053	1	45	-	-	PUNCT
fis-4053	1	46	concrete	concrete	ADJ
fis-4053	1	47	composite	composite	ADJ
fis-4053	1	48	beams	beam	NOUN
fis-4053	1	49	,	,	PUNCT
fis-4053	1	50	modelling	modelling	NOUN
fis-4053	1	51	of	of	ADP
fis-4053	1	52	tcc	tcc	PROPN
fis-4053	1	53	beams	beam	NOUN
fis-4053	1	54	and	and	CCONJ
fis-4053	1	55	research	research	NOUN
fis-4053	1	56	for	for	ADP
fis-4053	1	57	optimal	optimal	ADJ
fis-4053	1	58	locations	location	NOUN
fis-4053	1	59	,	,	PUNCT
fis-4053	1	60	a	a	DET
fis-4053	1	61	numerical	numerical	PROPN
fis-4053	1	62	study	study	PROPN
fis-4053	1	63	hedmessaoud	hedmessaoud	PROPN
fis-4053	1	64	zine	zine	PROPN
fis-4053	1	65	laabidine	laabidine	NOUN
fis-4053	1	66	faculty	faculty	NOUN
fis-4053	1	67	of	of	ADP
fis-4053	1	68	sciences	science	NOUN
fis-4053	1	69	and	and	CCONJ
fis-4053	1	70	applied	apply	VERB
fis-4053	1	71	sciences	science	NOUN
fis-4053	1	72	,	,	PUNCT
fis-4053	1	73	department	department	NOUN
fis-4053	1	74	of	of	ADP
fis-4053	1	75	civil	civil	ADJ
fis-4053	1	76	engineering	engineering	NOUN
fis-4053	1	77	,	,	PUNCT
fis-4053	1	78	larbi	larbi	PROPN
fis-4053	1	79	ben	ben	PROPN
fis-4053	1	80	m’hidi	m’hidi	PROPN
fis-4053	1	81	university	university	PROPN
fis-4053	1	82	,	,	PUNCT
fis-4053	1	83	oum	oum	PROPN
fis-4053	1	84	el	el	PROPN
fis-4053	1	85	bouaghi	bouaghi	PROPN
fis-4053	1	86	,	,	PUNCT
fis-4053	1	87	algeria	algeria	PROPN
fis-4053	1	88	.	.	PUNCT
fis-4053	2	1	ali.zinelaabidine@gmail.com	ali.zinelaabidine@gmail.com	PROPN
fis-4053	2	2	boudaoud	boudaoud	PROPN
fis-4053	2	3	zeineddine	zeineddine	PROPN
fis-4053	2	4	,	,	PUNCT
fis-4053	2	5	ferhoune	ferhoune	PROPN
fis-4053	2	6	noureddine	noureddine	ADP
fis-4053	2	7	laboratoire	laboratoire	PROPN
fis-4053	2	8	de	de	X
fis-4053	2	9	développement	développement	PROPN
fis-4053	2	10	durable	durable	PROPN
fis-4053	2	11	et	et	PROPN
fis-4053	2	12	protection	protection	PROPN
fis-4053	2	13	de	de	X
fis-4053	2	14	l'environnement	l'environnement	PROPN
fis-4053	2	15	,	,	PUNCT
fis-4053	2	16	larbi	larbi	PROPN
fis-4053	2	17	ben	ben	PROPN
fis-4053	2	18	m’hidi	m’hidi	PROPN
fis-4053	2	19	university	university	PROPN
fis-4053	2	20	,	,	PUNCT
fis-4053	2	21	oum	oum	PROPN
fis-4053	2	22	el	el	PROPN
fis-4053	2	23	bouaghi	bouaghi	PROPN
fis-4053	2	24	,	,	PUNCT
fis-4053	2	25	algeria	algeria	PROPN
fis-4053	2	26	.	.	PUNCT
fis-4053	3	1	zboudaoud@yahoo.fr	zboudaoud@yahoo.fr	PROPN
fis-4053	3	2	,	,	PUNCT
fis-4053	3	3	ferhoune.noureddin@gmail.com	ferhoune.noureddin@gmail.com	X
fis-4053	3	4	abstract	abstract	ADJ
fis-4053	3	5	.	.	PUNCT
fis-4053	4	1	timber	timber	NOUN
fis-4053	4	2	-	-	PUNCT
fis-4053	4	3	concrete	concrete	ADJ
fis-4053	4	4	composite	composite	ADJ
fis-4053	4	5	beams	beam	NOUN
fis-4053	4	6	,	,	PUNCT
fis-4053	4	7	known	know	VERB
fis-4053	4	8	as	as	ADP
fis-4053	4	9	tcc	tcc	PROPN
fis-4053	4	10	beams	beam	NOUN
fis-4053	4	11	,	,	PUNCT
fis-4053	4	12	have	have	AUX
fis-4053	4	13	been	be	AUX
fis-4053	4	14	widely	widely	ADV
fis-4053	4	15	used	use	VERB
fis-4053	4	16	in	in	ADP
fis-4053	4	17	rehabilitation	rehabilitation	NOUN
fis-4053	4	18	or	or	CCONJ
fis-4053	4	19	in	in	ADP
fis-4053	4	20	new	new	ADJ
fis-4053	4	21	buildings	building	NOUN
fis-4053	4	22	where	where	SCONJ
fis-4053	4	23	several	several	ADJ
fis-4053	4	24	types	type	NOUN
fis-4053	4	25	of	of	ADP
fis-4053	4	26	connections	connection	NOUN
fis-4053	4	27	are	be	AUX
fis-4053	4	28	commonly	commonly	ADV
fis-4053	4	29	inserted	insert	VERB
fis-4053	4	30	to	to	PART
fis-4053	4	31	ensure	ensure	VERB
fis-4053	4	32	partial	partial	ADJ
fis-4053	4	33	composite	composite	ADJ
fis-4053	4	34	action	action	NOUN
fis-4053	4	35	between	between	ADP
fis-4053	4	36	the	the	DET
fis-4053	4	37	timber	timber	NOUN
fis-4053	4	38	joist	joist	NOUN
fis-4053	4	39	and	and	CCONJ
fis-4053	4	40	the	the	DET
fis-4053	4	41	concrete	concrete	ADJ
fis-4053	4	42	slab	slab	NOUN
fis-4053	4	43	.	.	PUNCT
fis-4053	5	1	the	the	DET
fis-4053	5	2	notched	notch	VERB
fis-4053	5	3	connections	connection	NOUN
fis-4053	5	4	represent	represent	VERB
fis-4053	5	5	an	an	DET
fis-4053	5	6	effective	effective	ADJ
fis-4053	5	7	system	system	NOUN
fis-4053	5	8	due	due	ADP
fis-4053	5	9	to	to	ADP
fis-4053	5	10	their	their	PRON
fis-4053	5	11	strength	strength	NOUN
fis-4053	5	12	and	and	CCONJ
fis-4053	5	13	ductility	ductility	NOUN
fis-4053	5	14	and	and	CCONJ
fis-4053	5	15	it	it	PRON
fis-4053	5	16	is	be	AUX
fis-4053	5	17	simple	simple	ADJ
fis-4053	5	18	to	to	PART
fis-4053	5	19	cut	cut	VERB
fis-4053	5	20	from	from	ADP
fis-4053	5	21	timber	timber	NOUN
fis-4053	5	22	joists	joist	NOUN
fis-4053	5	23	.	.	PUNCT
fis-4053	6	1	as	as	ADP
fis-4053	6	2	a	a	DET
fis-4053	6	3	result	result	NOUN
fis-4053	6	4	,	,	PUNCT
fis-4053	6	5	a	a	DET
fis-4053	6	6	small	small	ADJ
fis-4053	6	7	number	number	NOUN
fis-4053	6	8	is	be	AUX
fis-4053	6	9	needed	need	VERB
fis-4053	6	10	for	for	ADP
fis-4053	6	11	the	the	DET
fis-4053	6	12	composite	composite	ADJ
fis-4053	6	13	beam	beam	NOUN
fis-4053	6	14	to	to	PART
fis-4053	6	15	achieve	achieve	VERB
fis-4053	6	16	high	high	ADJ
fis-4053	6	17	performance	performance	NOUN
fis-4053	6	18	in	in	ADP
fis-4053	6	19	terms	term	NOUN
fis-4053	6	20	of	of	ADP
fis-4053	6	21	bending	bend	VERB
fis-4053	6	22	stiffness	stiffness	NOUN
fis-4053	6	23	and	and	CCONJ
fis-4053	6	24	load	load	NOUN
fis-4053	6	25	-	-	PUNCT
fis-4053	6	26	carrying	carry	VERB
fis-4053	6	27	capacity	capacity	NOUN
fis-4053	6	28	.	.	PUNCT
fis-4053	7	1	this	this	DET
fis-4053	7	2	paper	paper	NOUN
fis-4053	7	3	aims	aim	VERB
fis-4053	7	4	to	to	PART
fis-4053	7	5	develop	develop	VERB
fis-4053	7	6	a	a	DET
fis-4053	7	7	fe	fe	NOUN
fis-4053	7	8	model	model	NOUN
fis-4053	7	9	for	for	ADP
fis-4053	7	10	tcc	tcc	PROPN
fis-4053	7	11	beams	beam	NOUN
fis-4053	7	12	with	with	ADP
fis-4053	7	13	notched	notch	VERB
fis-4053	7	14	connections	connection	NOUN
fis-4053	7	15	.	.	PUNCT
fis-4053	8	1	it	it	PRON
fis-4053	8	2	considers	consider	VERB
fis-4053	8	3	realistic	realistic	ADJ
fis-4053	8	4	interactions	interaction	NOUN
fis-4053	8	5	between	between	ADP
fis-4053	8	6	different	different	ADJ
fis-4053	8	7	components	component	NOUN
fis-4053	8	8	.	.	PUNCT
fis-4053	9	1	the	the	DET
fis-4053	9	2	developed	develop	VERB
fis-4053	9	3	fe	fe	NOUN
fis-4053	9	4	model	model	NOUN
fis-4053	9	5	can	can	AUX
fis-4053	9	6	satisfactorily	satisfactorily	ADV
fis-4053	9	7	predict	predict	VERB
fis-4053	9	8	the	the	DET
fis-4053	9	9	full	full	ADJ
fis-4053	9	10	range	range	NOUN
fis-4053	9	11	load	load	NOUN
fis-4053	9	12	-	-	PUNCT
fis-4053	9	13	midspan	midspan	NOUN
fis-4053	9	14	deflection	deflection	NOUN
fis-4053	9	15	curves	curve	NOUN
fis-4053	9	16	and	and	CCONJ
fis-4053	9	17	the	the	DET
fis-4053	9	18	failure	failure	NOUN
fis-4053	9	19	mechanisms	mechanism	NOUN
fis-4053	9	20	.	.	PUNCT
fis-4053	10	1	the	the	DET
fis-4053	10	2	predictions	prediction	NOUN
fis-4053	10	3	agree	agree	VERB
fis-4053	10	4	very	very	ADV
fis-4053	10	5	well	well	ADV
fis-4053	10	6	with	with	ADP
fis-4053	10	7	the	the	DET
fis-4053	10	8	experimental	experimental	ADJ
fis-4053	10	9	results	result	NOUN
fis-4053	10	10	reported	report	VERB
fis-4053	10	11	in	in	ADP
fis-4053	10	12	the	the	DET
fis-4053	10	13	literature	literature	NOUN
fis-4053	10	14	,	,	PUNCT
fis-4053	10	15	including	include	VERB
fis-4053	10	16	the	the	DET
fis-4053	10	17	stiffness	stiffness	NOUN
fis-4053	10	18	and	and	CCONJ
fis-4053	10	19	the	the	DET
fis-4053	10	20	load	load	NOUN
fis-4053	10	21	-	-	PUNCT
fis-4053	10	22	carrying	carry	VERB
fis-4053	10	23	capacity	capacity	NOUN
fis-4053	10	24	.	.	PUNCT
fis-4053	11	1	after	after	ADP
fis-4053	11	2	the	the	DET
fis-4053	11	3	validation	validation	NOUN
fis-4053	11	4	,	,	PUNCT
fis-4053	11	5	a	a	DET
fis-4053	11	6	numeric	numeric	ADJ
fis-4053	11	7	study	study	NOUN
fis-4053	11	8	was	be	AUX
fis-4053	11	9	established	establish	VERB
fis-4053	11	10	,	,	PUNCT
fis-4053	11	11	it	it	PRON
fis-4053	11	12	aimed	aim	VERB
fis-4053	11	13	to	to	PART
fis-4053	11	14	research	research	VERB
fis-4053	11	15	the	the	DET
fis-4053	11	16	optimal	optimal	ADJ
fis-4053	11	17	location	location	NOUN
fis-4053	11	18	of	of	ADP
fis-4053	11	19	a	a	DET
fis-4053	11	20	notch	notch	ADJ
fis-4053	11	21	connection	connection	NOUN
fis-4053	11	22	between	between	ADP
fis-4053	11	23	different	different	ADJ
fis-4053	11	24	proposed	propose	VERB
fis-4053	11	25	locations	location	NOUN
fis-4053	11	26	,	,	PUNCT
fis-4053	11	27	to	to	PART
fis-4053	11	28	figure	figure	VERB
fis-4053	11	29	out	out	ADP
fis-4053	11	30	which	which	DET
fis-4053	11	31	place	place	NOUN
fis-4053	11	32	must	must	AUX
fis-4053	11	33	be	be	AUX
fis-4053	11	34	installed	instal	VERB
fis-4053	11	35	to	to	PART
fis-4053	11	36	ensure	ensure	VERB
fis-4053	11	37	high	high	ADJ
fis-4053	11	38	performance	performance	NOUN
fis-4053	11	39	of	of	ADP
fis-4053	11	40	the	the	DET
fis-4053	11	41	tcc	tcc	PROPN
fis-4053	11	42	beams	beam	NOUN
fis-4053	11	43	.	.	PUNCT
fis-4053	12	1	as	as	ADP
fis-4053	12	2	a	a	DET
fis-4053	12	3	result	result	NOUN
fis-4053	12	4	of	of	ADP
fis-4053	12	5	this	this	DET
fis-4053	12	6	study	study	NOUN
fis-4053	12	7	,	,	PUNCT
fis-4053	12	8	the	the	DET
fis-4053	12	9	notch	notch	NOUN
fis-4053	12	10	installed	instal	VERB
fis-4053	12	11	at	at	ADP
fis-4053	12	12	location	location	NOUN
fis-4053	12	13	p3000	p3000	PROPN
fis-4053	12	14	was	be	AUX
fis-4053	12	15	found	find	VERB
fis-4053	12	16	to	to	PART
fis-4053	12	17	be	be	AUX
fis-4053	12	18	the	the	DET
fis-4053	12	19	optimal	optimal	ADJ
fis-4053	12	20	location	location	NOUN
fis-4053	12	21	to	to	PART
fis-4053	12	22	assure	assure	VERB
fis-4053	12	23	the	the	DET
fis-4053	12	24	highest	high	ADJ
fis-4053	12	25	bending	bending	NOUN
fis-4053	12	26	stiffness	stiffness	NOUN
fis-4053	12	27	.	.	PUNCT
fis-4053	13	1	while	while	SCONJ
fis-4053	13	2	the	the	DET
fis-4053	13	3	maximum	maximum	ADJ
fis-4053	13	4	carrying	carrying	NOUN
fis-4053	13	5	capacity	capacity	NOUN
fis-4053	13	6	was	be	AUX
fis-4053	13	7	achieved	achieve	VERB
fis-4053	13	8	at	at	ADP
fis-4053	13	9	location	location	NOUN
fis-4053	13	10	p3750	p3750	NOUN
fis-4053	13	11	.	.	PUNCT
fis-4053	14	1	keywords	keyword	NOUN
fis-4053	14	2	.	.	PUNCT
fis-4053	15	1	timber	timber	NOUN
fis-4053	15	2	-	-	PUNCT
fis-4053	15	3	concrete	concrete	NOUN
fis-4053	15	4	composite	composite	NOUN
fis-4053	15	5	,	,	PUNCT
fis-4053	15	6	notch	notch	ADJ
fis-4053	15	7	connection	connection	NOUN
fis-4053	15	8	,	,	PUNCT
fis-4053	15	9	notch	notch	NOUN
fis-4053	15	10	location	location	NOUN
fis-4053	15	11	,	,	PUNCT
fis-4053	15	12	optimal	optimal	ADJ
fis-4053	15	13	study	study	NOUN
fis-4053	15	14	,	,	PUNCT
fis-4053	15	15	optimal	optimal	ADJ
fis-4053	15	16	location	location	NOUN
fis-4053	15	17	,	,	PUNCT
fis-4053	15	18	finite	finite	ADJ
fis-4053	15	19	element	element	NOUN
fis-4053	15	20	analysis	analysis	NOUN
fis-4053	15	21	.	.	PUNCT
fis-4053	16	1	citation	citation	NOUN
fis-4053	16	2	:	:	PUNCT
fis-4053	16	3	zine	zine	NOUN
fis-4053	16	4	laabidine	laabidine	NOUN
fis-4053	16	5	,	,	PUNCT
fis-4053	16	6	h.	h.	PROPN
fis-4053	16	7	,	,	PUNCT
fis-4053	16	8	zeineddine	zeineddine	PROPN
fis-4053	16	9	,	,	PUNCT
fis-4053	16	10	b.	b.	PROPN
fis-4053	16	11	,	,	PUNCT
fis-4053	16	12	noureddine	noureddine	PROPN
fis-4053	16	13	,	,	PUNCT
fis-4053	16	14	f.	f.	PROPN
fis-4053	16	15	,	,	PUNCT
fis-4053	16	16	the	the	DET
fis-4053	16	17	influence	influence	NOUN
fis-4053	16	18	of	of	ADP
fis-4053	16	19	notch	notch	ADJ
fis-4053	16	20	connection	connection	NOUN
fis-4053	16	21	location	location	NOUN
fis-4053	16	22	on	on	ADP
fis-4053	16	23	the	the	DET
fis-4053	16	24	short	short	ADJ
fis-4053	16	25	-	-	PUNCT
fis-4053	16	26	term	term	NOUN
fis-4053	16	27	behaviour	behaviour	NOUN
fis-4053	16	28	of	of	ADP
fis-4053	16	29	timber	timber	NOUN
fis-4053	16	30	-	-	PUNCT
fis-4053	16	31	concrete	concrete	ADJ
fis-4053	16	32	composite	composite	ADJ
fis-4053	16	33	beams	beam	NOUN
fis-4053	16	34	,	,	PUNCT
fis-4053	16	35	modelling	modelling	NOUN
fis-4053	16	36	of	of	ADP
fis-4053	16	37	tcc	tcc	PROPN
fis-4053	16	38	beams	beam	NOUN
fis-4053	16	39	and	and	CCONJ
fis-4053	16	40	research	research	NOUN
fis-4053	16	41	for	for	ADP
fis-4053	16	42	optimal	optimal	ADJ
fis-4053	16	43	locations	location	NOUN
fis-4053	16	44	,	,	PUNCT
fis-4053	16	45	a	a	DET
fis-4053	16	46	numerical	numerical	ADJ
fis-4053	16	47	study	study	NOUN
fis-4053	16	48	,	,	PUNCT
fis-4053	16	49	frattura	frattura	PROPN
fis-4053	16	50	ed	ed	PROPN
fis-4053	16	51	integrità	integrità	PROPN
fis-4053	16	52	strutturale	strutturale	PROPN
fis-4053	16	53	,	,	PUNCT
fis-4053	16	54	64	64	NUM
fis-4053	16	55	(	(	PUNCT
fis-4053	16	56	2023	2023	NUM
fis-4053	16	57	)	)	PUNCT
fis-4053	16	58	186	186	NUM
fis-4053	16	59	-	-	SYM
fis-4053	16	60	203	203	NUM
fis-4053	16	61	.	.	PUNCT
fis-4053	16	62	received	receive	VERB
fis-4053	16	63	:	:	PUNCT
fis-4053	16	64	20.12.2022	20.12.2022	NUM
fis-4053	16	65	accepted	accept	VERB
fis-4053	16	66	:	:	PUNCT
fis-4053	16	67	12.02.2023	12.02.2023	NUM
fis-4053	16	68	online	online	ADV
fis-4053	16	69	first	first	ADV
fis-4053	16	70	:	:	PUNCT
fis-4053	16	71	27.02.2023	27.02.2023	NUM
fis-4053	16	72	published	publish	VERB
fis-4053	16	73	:	:	PUNCT
fis-4053	16	74	01.04.2023	01.04.2023	X
fis-4053	16	75	copyright	copyright	NOUN
fis-4053	16	76	:	:	PUNCT
fis-4053	16	77	©	©	PROPN
fis-4053	16	78	2023	2023	NUM
fis-4053	16	79	this	this	PRON
fis-4053	16	80	is	be	AUX
fis-4053	16	81	an	an	DET
fis-4053	16	82	open	open	ADJ
fis-4053	16	83	access	access	NOUN
fis-4053	16	84	article	article	NOUN
fis-4053	16	85	under	under	ADP
fis-4053	16	86	the	the	DET
fis-4053	16	87	terms	term	NOUN
fis-4053	16	88	of	of	ADP
fis-4053	16	89	the	the	DET
fis-4053	16	90	cc	cc	NOUN
fis-4053	16	91	-	-	PUNCT
fis-4053	16	92	by	by	ADP
fis-4053	16	93	4.0	4.0	NUM
fis-4053	16	94	,	,	PUNCT
fis-4053	16	95	which	which	PRON
fis-4053	16	96	permits	permit	VERB
fis-4053	16	97	unrestricted	unrestricted	ADJ
fis-4053	16	98	use	use	NOUN
fis-4053	16	99	,	,	PUNCT
fis-4053	16	100	distribution	distribution	NOUN
fis-4053	16	101	,	,	PUNCT
fis-4053	16	102	and	and	CCONJ
fis-4053	16	103	reproduction	reproduction	NOUN
fis-4053	16	104	in	in	ADP
fis-4053	16	105	any	any	DET
fis-4053	16	106	medium	medium	NOUN
fis-4053	16	107	,	,	PUNCT
fis-4053	16	108	provided	provide	VERB
fis-4053	16	109	the	the	DET
fis-4053	16	110	original	original	ADJ
fis-4053	16	111	author	author	NOUN
fis-4053	16	112	and	and	CCONJ
fis-4053	16	113	source	source	NOUN
fis-4053	16	114	are	be	AUX
fis-4053	16	115	credited	credit	VERB
fis-4053	16	116	.	.	PUNCT
fis-4053	17	1	https://youtu.be/u8j_y2bnl_g	https://youtu.be/u8j_y2bnl_g	PROPN
fis-4053	17	2	h.	h.	PROPN
fis-4053	17	3	zine	zine	PROPN
fis-4053	17	4	laabidine	laabidine	VERB
fis-4053	17	5	et	et	PROPN
fis-4053	17	6	alii	alii	PROPN
fis-4053	17	7	,	,	PUNCT
fis-4053	17	8	frattura	frattura	PROPN
fis-4053	17	9	ed	ed	PROPN
fis-4053	17	10	integrità	integrità	PROPN
fis-4053	17	11	strutturale	strutturale	PROPN
fis-4053	17	12	,	,	PUNCT
fis-4053	17	13	64	64	NUM
fis-4053	17	14	(	(	PUNCT
fis-4053	17	15	2023	2023	NUM
fis-4053	17	16	)	)	PUNCT
fis-4053	17	17	186	186	NUM
fis-4053	17	18	-	-	SYM
fis-4053	17	19	203	203	NUM
fis-4053	17	20	;	;	PUNCT
fis-4053	17	21	doi	doi	NOUN
fis-4053	17	22	:	:	PUNCT
fis-4053	17	23	10.3221	10.3221	NUM
fis-4053	17	24	/	/	SYM
fis-4053	17	25	igf	igf	PROPN
fis-4053	17	26	-	-	PUNCT
fis-4053	17	27	esis.64.12	esis.64.12	PROPN
fis-4053	17	28	187	187	NUM
fis-4053	17	29	introduction	introduction	NOUN
fis-4053	17	30	imber	imber	PROPN
fis-4053	17	31	-	-	PUNCT
fis-4053	17	32	concrete	concrete	ADJ
fis-4053	17	33	composite	composite	ADJ
fis-4053	17	34	beams	beam	NOUN
fis-4053	17	35	are	be	AUX
fis-4053	17	36	composed	compose	VERB
fis-4053	17	37	of	of	ADP
fis-4053	17	38	timber	timber	NOUN
fis-4053	17	39	joists	joist	NOUN
fis-4053	17	40	topped	top	VERB
fis-4053	17	41	with	with	ADP
fis-4053	17	42	a	a	DET
fis-4053	17	43	concrete	concrete	ADJ
fis-4053	17	44	slab	slab	NOUN
fis-4053	17	45	,	,	PUNCT
fis-4053	17	46	linked	link	VERB
fis-4053	17	47	with	with	ADP
fis-4053	17	48	a	a	DET
fis-4053	17	49	connection	connection	NOUN
fis-4053	17	50	system	system	NOUN
fis-4053	17	51	to	to	PART
fis-4053	17	52	form	form	VERB
fis-4053	17	53	a	a	DET
fis-4053	17	54	single	single	ADJ
fis-4053	17	55	composite	composite	ADJ
fis-4053	17	56	structural	structural	ADJ
fis-4053	17	57	element	element	NOUN
fis-4053	17	58	called	call	VERB
fis-4053	17	59	"	"	PUNCT
fis-4053	17	60	composite	composite	ADJ
fis-4053	17	61	beam	beam	NOUN
fis-4053	17	62	"	"	PUNCT
fis-4053	17	63	,	,	PUNCT
fis-4053	17	64	to	to	PART
fis-4053	17	65	benefit	benefit	VERB
fis-4053	17	66	from	from	ADP
fis-4053	17	67	the	the	DET
fis-4053	17	68	qualities	quality	NOUN
fis-4053	17	69	of	of	ADP
fis-4053	17	70	each	each	DET
fis-4053	17	71	material	material	NOUN
fis-4053	17	72	,	,	PUNCT
fis-4053	17	73	the	the	DET
fis-4053	17	74	compressive	compressive	ADJ
fis-4053	17	75	strength	strength	NOUN
fis-4053	17	76	and	and	CCONJ
fis-4053	17	77	the	the	DET
fis-4053	17	78	high	high	ADJ
fis-4053	17	79	stiffness	stiffness	NOUN
fis-4053	17	80	of	of	ADP
fis-4053	17	81	concrete	concrete	NOUN
fis-4053	17	82	,	,	PUNCT
fis-4053	17	83	and	and	CCONJ
fis-4053	17	84	the	the	DET
fis-4053	17	85	tensile	tensile	NOUN
fis-4053	17	86	strength	strength	NOUN
fis-4053	17	87	of	of	ADP
fis-4053	17	88	timber	timber	NOUN
fis-4053	17	89	[	[	X
fis-4053	17	90	1–4	1–4	NOUN
fis-4053	17	91	]	]	X
fis-4053	17	92	.	.	PUNCT
fis-4053	18	1	the	the	DET
fis-4053	18	2	use	use	NOUN
fis-4053	18	3	of	of	ADP
fis-4053	18	4	shear	shear	NOUN
fis-4053	18	5	connectors	connector	NOUN
fis-4053	18	6	,	,	PUNCT
fis-4053	18	7	having	have	VERB
fis-4053	18	8	sufficient	sufficient	ADJ
fis-4053	18	9	rigidity	rigidity	NOUN
fis-4053	18	10	to	to	PART
fis-4053	18	11	limit	limit	VERB
fis-4053	18	12	sliding	slide	VERB
fis-4053	18	13	at	at	ADP
fis-4053	18	14	the	the	DET
fis-4053	18	15	timber	timber	NOUN
fis-4053	18	16	-	-	PUNCT
fis-4053	18	17	concrete	concrete	NOUN
fis-4053	18	18	interface	interface	NOUN
fis-4053	18	19	and	and	CCONJ
fis-4053	18	20	to	to	PART
fis-4053	18	21	allow	allow	VERB
fis-4053	18	22	it	it	PRON
fis-4053	18	23	to	to	PART
fis-4053	18	24	oppose	oppose	VERB
fis-4053	18	25	the	the	DET
fis-4053	18	26	shearing	shearing	NOUN
fis-4053	18	27	forces	force	NOUN
fis-4053	18	28	generated	generate	VERB
fis-4053	18	29	by	by	ADP
fis-4053	18	30	external	external	ADJ
fis-4053	18	31	forces	force	NOUN
fis-4053	18	32	,	,	PUNCT
fis-4053	18	33	will	will	AUX
fis-4053	18	34	help	help	VERB
fis-4053	18	35	to	to	PART
fis-4053	18	36	develop	develop	VERB
fis-4053	18	37	a	a	DET
fis-4053	18	38	composite	composite	ADJ
fis-4053	18	39	action	action	NOUN
fis-4053	18	40	[	[	X
fis-4053	18	41	5	5	NUM
fis-4053	18	42	]	]	PUNCT
fis-4053	18	43	.	.	PUNCT
fis-4053	19	1	the	the	DET
fis-4053	19	2	behaviour	behaviour	NOUN
fis-4053	19	3	of	of	ADP
fis-4053	19	4	tcc	tcc	PROPN
fis-4053	19	5	beams	beam	NOUN
fis-4053	19	6	in	in	ADP
fis-4053	19	7	large	large	ADJ
fis-4053	19	8	per	per	NOUN
fis-4053	19	9	cent	cent	NOUN
fis-4053	19	10	depends	depend	VERB
fis-4053	19	11	on	on	ADP
fis-4053	19	12	the	the	DET
fis-4053	19	13	performance	performance	NOUN
fis-4053	19	14	of	of	ADP
fis-4053	19	15	connections	connection	NOUN
fis-4053	19	16	at	at	ADP
fis-4053	19	17	the	the	DET
fis-4053	19	18	timber	timber	NOUN
fis-4053	19	19	-	-	PUNCT
fis-4053	19	20	concrete	concrete	NOUN
fis-4053	19	21	interface	interface	NOUN
fis-4053	19	22	[	[	X
fis-4053	19	23	6	6	NUM
fis-4053	19	24	]	]	PUNCT
fis-4053	19	25	.	.	PUNCT
fis-4053	20	1	consequently	consequently	ADV
fis-4053	20	2	,	,	PUNCT
fis-4053	20	3	the	the	DET
fis-4053	20	4	behaviour	behaviour	NOUN
fis-4053	20	5	of	of	ADP
fis-4053	20	6	a	a	DET
fis-4053	20	7	composite	composite	ADJ
fis-4053	20	8	beam	beam	NOUN
fis-4053	20	9	is	be	AUX
fis-4053	20	10	limited	limit	VERB
fis-4053	20	11	between	between	ADP
fis-4053	20	12	perfect	perfect	ADJ
fis-4053	20	13	behaviour	behaviour	NOUN
fis-4053	20	14	which	which	PRON
fis-4053	20	15	corresponds	correspond	VERB
fis-4053	20	16	to	to	ADP
fis-4053	20	17	beams	beam	NOUN
fis-4053	20	18	with	with	ADP
fis-4053	20	19	perfect	perfect	ADJ
fis-4053	20	20	adhesion	adhesion	NOUN
fis-4053	20	21	between	between	ADP
fis-4053	20	22	the	the	DET
fis-4053	20	23	timber	timber	NOUN
fis-4053	20	24	joist	joist	NOUN
fis-4053	20	25	and	and	CCONJ
fis-4053	20	26	the	the	DET
fis-4053	20	27	concrete	concrete	ADJ
fis-4053	20	28	slab	slab	NOUN
fis-4053	20	29	,	,	PUNCT
fis-4053	20	30	and	and	CCONJ
fis-4053	20	31	another	another	PRON
fis-4053	20	32	without	without	ADP
fis-4053	20	33	connection	connection	NOUN
fis-4053	20	34	,	,	PUNCT
fis-4053	20	35	where	where	SCONJ
fis-4053	20	36	each	each	DET
fis-4053	20	37	one	one	NOUN
fis-4053	20	38	can	can	AUX
fis-4053	20	39	slide	slide	VERB
fis-4053	20	40	freely	freely	ADV
fis-4053	20	41	when	when	SCONJ
fis-4053	20	42	the	the	DET
fis-4053	20	43	composite	composite	ADJ
fis-4053	20	44	beam	beam	NOUN
fis-4053	20	45	is	be	AUX
fis-4053	20	46	subjected	subject	VERB
fis-4053	20	47	to	to	ADP
fis-4053	20	48	bending	bend	VERB
fis-4053	20	49	[	[	X
fis-4053	20	50	7	7	NUM
fis-4053	20	51	]	]	PUNCT
fis-4053	20	52	.	.	PUNCT
fis-4053	21	1	the	the	DET
fis-4053	21	2	geometric	geometric	ADJ
fis-4053	21	3	properties	property	NOUN
fis-4053	21	4	of	of	ADP
fis-4053	21	5	this	this	DET
fis-4053	21	6	composite	composite	ADJ
fis-4053	21	7	system	system	NOUN
fis-4053	21	8	will	will	AUX
fis-4053	21	9	increase	increase	VERB
fis-4053	21	10	the	the	DET
fis-4053	21	11	strength	strength	NOUN
fis-4053	21	12	of	of	ADP
fis-4053	21	13	the	the	DET
fis-4053	21	14	beam	beam	NOUN
fis-4053	21	15	,	,	PUNCT
fis-4053	21	16	improve	improve	VERB
fis-4053	21	17	its	its	PRON
fis-4053	21	18	bending	bend	VERB
fis-4053	21	19	stiffness	stiffness	NOUN
fis-4053	21	20	and	and	CCONJ
fis-4053	21	21	significantly	significantly	ADV
fis-4053	21	22	reduce	reduce	VERB
fis-4053	21	23	deflection	deflection	NOUN
fis-4053	21	24	under	under	ADP
fis-4053	21	25	service	service	NOUN
fis-4053	21	26	loads	load	NOUN
fis-4053	21	27	[	[	X
fis-4053	21	28	3	3	NUM
fis-4053	21	29	]	]	PUNCT
fis-4053	21	30	,	,	PUNCT
fis-4053	21	31	compared	compare	VERB
fis-4053	21	32	to	to	ADP
fis-4053	21	33	a	a	DET
fis-4053	21	34	system	system	NOUN
fis-4053	21	35	without	without	ADP
fis-4053	21	36	composite	composite	ADJ
fis-4053	21	37	action	action	NOUN
fis-4053	21	38	,	,	PUNCT
fis-4053	21	39	the	the	DET
fis-4053	21	40	behaviour	behaviour	NOUN
fis-4053	21	41	of	of	ADP
fis-4053	21	42	a	a	DET
fis-4053	21	43	composite	composite	ADJ
fis-4053	21	44	system	system	NOUN
fis-4053	21	45	highly	highly	ADV
fis-4053	21	46	depends	depend	VERB
fis-4053	21	47	on	on	ADP
fis-4053	21	48	the	the	DET
fis-4053	21	49	stiffness	stiffness	NOUN
fis-4053	21	50	of	of	ADP
fis-4053	21	51	its	its	PRON
fis-4053	21	52	connection	connection	NOUN
fis-4053	21	53	[	[	X
fis-4053	21	54	8	8	NUM
fis-4053	21	55	]	]	PUNCT
fis-4053	21	56	.	.	PUNCT
fis-4053	22	1	the	the	DET
fis-4053	22	2	notched	notch	VERB
fis-4053	22	3	connections	connection	NOUN
fis-4053	22	4	are	be	AUX
fis-4053	22	5	made	make	VERB
fis-4053	22	6	of	of	ADP
fis-4053	22	7	a	a	DET
fis-4053	22	8	cut	cut	NOUN
fis-4053	22	9	in	in	ADP
fis-4053	22	10	the	the	DET
fis-4053	22	11	beam	beam	NOUN
fis-4053	22	12	and	and	CCONJ
fis-4053	22	13	filled	fill	VERB
fis-4053	22	14	with	with	ADP
fis-4053	22	15	concrete	concrete	NOUN
fis-4053	22	16	during	during	ADP
fis-4053	22	17	the	the	DET
fis-4053	22	18	pouring	pouring	NOUN
fis-4053	22	19	of	of	ADP
fis-4053	22	20	the	the	DET
fis-4053	22	21	slab	slab	NOUN
fis-4053	23	1	[	[	X
fis-4053	23	2	7,9	7,9	NUM
fis-4053	23	3	]	]	PUNCT
fis-4053	23	4	.	.	PUNCT
fis-4053	24	1	the	the	DET
fis-4053	24	2	mode	mode	NOUN
fis-4053	24	3	of	of	ADP
fis-4053	24	4	failure	failure	NOUN
fis-4053	24	5	of	of	ADP
fis-4053	24	6	a	a	DET
fis-4053	24	7	notch	notch	NOUN
fis-4053	24	8	alone	alone	ADV
fis-4053	24	9	is	be	AUX
fis-4053	24	10	brittle	brittle	ADJ
fis-4053	24	11	[	[	X
fis-4053	24	12	6,10	6,10	NUM
fis-4053	24	13	]	]	PUNCT
fis-4053	24	14	,	,	PUNCT
fis-4053	24	15	which	which	PRON
fis-4053	24	16	corresponds	correspond	VERB
fis-4053	24	17	to	to	ADP
fis-4053	24	18	the	the	DET
fis-4053	24	19	mode	mode	NOUN
fis-4053	24	20	of	of	ADP
fis-4053	24	21	failure	failure	NOUN
fis-4053	24	22	of	of	ADP
fis-4053	24	23	concrete	concrete	ADJ
fis-4053	24	24	and	and	CCONJ
fis-4053	24	25	timber	timber	NOUN
fis-4053	24	26	in	in	ADP
fis-4053	24	27	shear	shear	NOUN
fis-4053	24	28	.	.	PUNCT
fis-4053	25	1	for	for	ADP
fis-4053	25	2	that	that	DET
fis-4053	25	3	reason	reason	NOUN
fis-4053	25	4	,	,	PUNCT
fis-4053	25	5	it	it	PRON
fis-4053	25	6	is	be	AUX
fis-4053	25	7	common	common	ADJ
fis-4053	25	8	practice	practice	NOUN
fis-4053	25	9	to	to	PART
fis-4053	25	10	couple	couple	VERB
fis-4053	25	11	a	a	DET
fis-4053	25	12	transverse	transverse	NOUN
fis-4053	25	13	notch	notch	NOUN
fis-4053	25	14	with	with	ADP
fis-4053	25	15	a	a	DET
fis-4053	25	16	lag	lag	NOUN
fis-4053	25	17	screw	screw	NOUN
fis-4053	25	18	to	to	PART
fis-4053	25	19	ensure	ensure	VERB
fis-4053	25	20	ductility	ductility	NOUN
fis-4053	25	21	and	and	CCONJ
fis-4053	25	22	avoid	avoid	VERB
fis-4053	25	23	separation	separation	NOUN
fis-4053	25	24	and	and	CCONJ
fis-4053	25	25	brittle	brittle	ADJ
fis-4053	25	26	failure	failure	NOUN
fis-4053	25	27	[	[	X
fis-4053	25	28	11	11	NUM
fis-4053	25	29	]	]	PUNCT
fis-4053	25	30	.	.	PUNCT
fis-4053	26	1	previous	previous	ADJ
fis-4053	26	2	works	work	NOUN
fis-4053	26	3	have	have	AUX
fis-4053	26	4	studied	study	VERB
fis-4053	26	5	rectangular	rectangular	ADJ
fis-4053	26	6	and	and	CCONJ
fis-4053	26	7	triangular	triangular	VERB
fis-4053	26	8	notch	notch	NOUN
fis-4053	26	9	connections	connection	NOUN
fis-4053	26	10	that	that	PRON
fis-4053	26	11	are	be	AUX
fis-4053	26	12	typically	typically	ADV
fis-4053	26	13	known	know	VERB
fis-4053	26	14	for	for	ADP
fis-4053	26	15	their	their	PRON
fis-4053	26	16	high	high	ADJ
fis-4053	26	17	stiffness	stiffness	NOUN
fis-4053	26	18	and	and	CCONJ
fis-4053	26	19	strength	strength	NOUN
fis-4053	26	20	[	[	X
fis-4053	26	21	12	12	NUM
fis-4053	26	22	]	]	PUNCT
fis-4053	26	23	.	.	PUNCT
fis-4053	27	1	a	a	DET
fis-4053	27	2	notch	notch	NOUN
fis-4053	27	3	's	's	PART
fis-4053	27	4	design	design	NOUN
fis-4053	27	5	depends	depend	VERB
fis-4053	27	6	on	on	ADP
fis-4053	27	7	the	the	DET
fis-4053	27	8	dimensions	dimension	NOUN
fis-4053	27	9	and	and	CCONJ
fis-4053	27	10	load	load	NOUN
fis-4053	27	11	of	of	ADP
fis-4053	27	12	a	a	DET
fis-4053	27	13	tcc	tcc	PROPN
fis-4053	27	14	beam	beam	NOUN
fis-4053	27	15	.	.	PUNCT
fis-4053	28	1	a	a	DET
fis-4053	28	2	notch	notch	NOUN
fis-4053	28	3	can	can	AUX
fis-4053	28	4	be	be	AUX
fis-4053	28	5	reinforced	reinforce	VERB
fis-4053	28	6	with	with	ADP
fis-4053	28	7	steel	steel	NOUN
fis-4053	28	8	fasteners	fastener	NOUN
fis-4053	28	9	,	,	PUNCT
fis-4053	28	10	screws	screw	NOUN
fis-4053	28	11	or	or	CCONJ
fis-4053	28	12	studs	stud	NOUN
fis-4053	28	13	to	to	PART
fis-4053	28	14	increase	increase	VERB
fis-4053	28	15	shear	shear	NOUN
fis-4053	28	16	capacity	capacity	NOUN
fis-4053	28	17	and	and	CCONJ
fis-4053	28	18	minimise	minimise	NOUN
fis-4053	28	19	uplift	uplift	VERB
fis-4053	28	20	[	[	X
fis-4053	28	21	5	5	NUM
fis-4053	28	22	]	]	PUNCT
fis-4053	28	23	.	.	PUNCT
fis-4053	29	1	because	because	SCONJ
fis-4053	29	2	of	of	ADP
fis-4053	29	3	its	its	PRON
fis-4053	29	4	high	high	ADJ
fis-4053	29	5	performance	performance	NOUN
fis-4053	29	6	,	,	PUNCT
fis-4053	29	7	precisely	precisely	ADV
fis-4053	29	8	the	the	DET
fis-4053	29	9	high	high	ADJ
fis-4053	29	10	ductility[5	ductility[5	NOUN
fis-4053	29	11	]	]	PUNCT
fis-4053	29	12	and	and	CCONJ
fis-4053	29	13	strength	strength	NOUN
fis-4053	29	14	and	and	CCONJ
fis-4053	29	15	it	it	PRON
fis-4053	29	16	is	be	AUX
fis-4053	29	17	simple	simple	ADJ
fis-4053	29	18	to	to	PART
fis-4053	29	19	cut	cut	VERB
fis-4053	29	20	from	from	ADP
fis-4053	29	21	timber	timber	NOUN
fis-4053	29	22	joist	joist	NOUN
fis-4053	30	1	[	[	X
fis-4053	30	2	13	13	NUM
fis-4053	30	3	]	]	PUNCT
fis-4053	30	4	,	,	PUNCT
fis-4053	30	5	so	so	CCONJ
fis-4053	30	6	a	a	DET
fis-4053	30	7	small	small	ADJ
fis-4053	30	8	number	number	NOUN
fis-4053	30	9	is	be	AUX
fis-4053	30	10	needed	need	VERB
fis-4053	30	11	for	for	ADP
fis-4053	30	12	the	the	DET
fis-4053	30	13	composite	composite	ADJ
fis-4053	30	14	beam	beam	NOUN
fis-4053	30	15	,	,	PUNCT
fis-4053	30	16	the	the	DET
fis-4053	30	17	rectangular	rectangular	ADJ
fis-4053	30	18	notch	notch	NOUN
fis-4053	30	19	is	be	AUX
fis-4053	30	20	considered	consider	VERB
fis-4053	30	21	an	an	DET
fis-4053	30	22	effective	effective	ADJ
fis-4053	30	23	connection	connection	NOUN
fis-4053	30	24	system	system	NOUN
fis-4053	30	25	to	to	PART
fis-4053	30	26	select	select	VERB
fis-4053	30	27	for	for	ADP
fis-4053	30	28	a	a	DET
fis-4053	30	29	tcc	tcc	PROPN
fis-4053	30	30	beam	beam	NOUN
fis-4053	30	31	[	[	X
fis-4053	30	32	12	12	NUM
fis-4053	30	33	]	]	PUNCT
fis-4053	30	34	.	.	PUNCT
fis-4053	31	1	the	the	DET
fis-4053	31	2	factors	factor	NOUN
fis-4053	31	3	that	that	PRON
fis-4053	31	4	influence	influence	VERB
fis-4053	31	5	the	the	DET
fis-4053	31	6	performance	performance	NOUN
fis-4053	31	7	of	of	ADP
fis-4053	31	8	this	this	DET
fis-4053	31	9	type	type	NOUN
fis-4053	31	10	of	of	ADP
fis-4053	31	11	connection	connection	NOUN
fis-4053	31	12	are	be	AUX
fis-4053	31	13	the	the	DET
fis-4053	31	14	geometry	geometry	NOUN
fis-4053	31	15	and	and	CCONJ
fis-4053	31	16	dimensions	dimension	NOUN
fis-4053	31	17	of	of	ADP
fis-4053	31	18	the	the	DET
fis-4053	31	19	notch	notch	NOUN
fis-4053	31	20	,	,	PUNCT
fis-4053	31	21	particularly	particularly	ADV
fis-4053	31	22	its	its	PRON
fis-4053	31	23	length	length	NOUN
fis-4053	31	24	,	,	PUNCT
fis-4053	31	25	the	the	DET
fis-4053	31	26	geometry	geometry	NOUN
fis-4053	31	27	and	and	CCONJ
fis-4053	31	28	property	property	NOUN
fis-4053	31	29	of	of	ADP
fis-4053	31	30	the	the	DET
fis-4053	31	31	reinforcement	reinforcement	NOUN
fis-4053	31	32	,	,	PUNCT
fis-4053	31	33	and	and	CCONJ
fis-4053	31	34	its	its	PRON
fis-4053	31	35	depth	depth	NOUN
fis-4053	31	36	of	of	ADP
fis-4053	31	37	penetration	penetration	NOUN
fis-4053	31	38	into	into	ADP
fis-4053	31	39	the	the	DET
fis-4053	31	40	beam	beam	NOUN
fis-4053	31	41	.	.	PUNCT
fis-4053	32	1	a	a	DET
fis-4053	32	2	longer	long	ADJ
fis-4053	32	3	notch	notch	NOUN
fis-4053	32	4	will	will	AUX
fis-4053	32	5	increase	increase	VERB
fis-4053	32	6	the	the	DET
fis-4053	32	7	stiffness	stiffness	NOUN
fis-4053	32	8	and	and	CCONJ
fis-4053	32	9	strength	strength	NOUN
fis-4053	32	10	of	of	ADP
fis-4053	32	11	the	the	DET
fis-4053	32	12	connection	connection	NOUN
fis-4053	32	13	,	,	PUNCT
fis-4053	32	14	while	while	SCONJ
fis-4053	32	15	rebars	rebar	NOUN
fis-4053	32	16	or	or	CCONJ
fis-4053	32	17	lag	lag	NOUN
fis-4053	32	18	screws	screw	NOUN
fis-4053	32	19	will	will	AUX
fis-4053	32	20	provide	provide	VERB
fis-4053	32	21	plastic	plastic	NOUN
fis-4053	32	22	sliding	sliding	NOUN
fis-4053	32	23	and	and	CCONJ
fis-4053	32	24	ductility	ductility	NOUN
fis-4053	33	1	[	[	X
fis-4053	33	2	7	7	NUM
fis-4053	33	3	]	]	PUNCT
fis-4053	33	4	.	.	PUNCT
fis-4053	34	1	study	study	NOUN
fis-4053	34	2	objective	objective	NOUN
fis-4053	34	3	he	he	PRON
fis-4053	34	4	common	common	ADJ
fis-4053	34	5	idea	idea	NOUN
fis-4053	34	6	in	in	ADP
fis-4053	34	7	the	the	DET
fis-4053	34	8	design	design	NOUN
fis-4053	34	9	of	of	ADP
fis-4053	34	10	tcc	tcc	PROPN
fis-4053	34	11	beams	beam	NOUN
fis-4053	34	12	is	be	AUX
fis-4053	34	13	to	to	PART
fis-4053	34	14	concentrate	concentrate	VERB
fis-4053	34	15	the	the	DET
fis-4053	34	16	connections	connection	NOUN
fis-4053	34	17	near	near	ADP
fis-4053	34	18	the	the	DET
fis-4053	34	19	supports	support	NOUN
fis-4053	34	20	where	where	SCONJ
fis-4053	34	21	the	the	DET
fis-4053	34	22	shear	shear	NOUN
fis-4053	34	23	is	be	AUX
fis-4053	34	24	higher	high	ADJ
fis-4053	34	25	.	.	PUNCT
fis-4053	35	1	this	this	PRON
fis-4053	35	2	prevents	prevent	VERB
fis-4053	35	3	sliding	slide	VERB
fis-4053	35	4	between	between	ADP
fis-4053	35	5	the	the	DET
fis-4053	35	6	timber	timber	NOUN
fis-4053	35	7	joist	joist	NOUN
fis-4053	35	8	and	and	CCONJ
fis-4053	35	9	the	the	DET
fis-4053	35	10	concrete	concrete	ADJ
fis-4053	35	11	slab	slab	NOUN
fis-4053	35	12	.	.	PUNCT
fis-4053	36	1	their	their	PRON
fis-4053	36	2	spacing	spacing	NOUN
fis-4053	36	3	gradually	gradually	ADV
fis-4053	36	4	increases	increase	VERB
fis-4053	36	5	up	up	ADP
fis-4053	36	6	to	to	ADP
fis-4053	36	7	the	the	DET
fis-4053	36	8	centre	centre	NOUN
fis-4053	36	9	of	of	ADP
fis-4053	36	10	the	the	DET
fis-4053	36	11	beam	beam	NOUN
fis-4053	36	12	as	as	SCONJ
fis-4053	36	13	the	the	DET
fis-4053	36	14	shearing	shearing	NOUN
fis-4053	36	15	force	force	NOUN
fis-4053	36	16	decreases	decrease	VERB
fis-4053	36	17	[	[	X
fis-4053	36	18	8	8	NUM
fis-4053	36	19	]	]	PUNCT
fis-4053	36	20	.	.	PUNCT
fis-4053	37	1	the	the	DET
fis-4053	37	2	common	common	ADJ
fis-4053	37	3	practice	practice	NOUN
fis-4053	37	4	of	of	ADP
fis-4053	37	5	this	this	DET
fis-4053	37	6	idea	idea	NOUN
fis-4053	37	7	is	be	AUX
fis-4053	37	8	to	to	PART
fis-4053	37	9	place	place	VERB
fis-4053	37	10	a	a	DET
fis-4053	37	11	notch	notch	ADJ
fis-4053	37	12	connection	connection	NOUN
fis-4053	37	13	at	at	ADP
fis-4053	37	14	the	the	DET
fis-4053	37	15	most	most	ADV
fis-4053	37	16	extreme	extreme	ADJ
fis-4053	37	17	point	point	NOUN
fis-4053	37	18	possible	possible	ADJ
fis-4053	37	19	to	to	PART
fis-4053	37	20	ensure	ensure	VERB
fis-4053	37	21	high	high	ADJ
fis-4053	37	22	bending	bend	VERB
fis-4053	37	23	stiffness	stiffness	NOUN
fis-4053	37	24	and	and	CCONJ
fis-4053	37	25	hence	hence	ADV
fis-4053	37	26	a	a	DET
fis-4053	37	27	high	high	ADJ
fis-4053	37	28	composite	composite	ADJ
fis-4053	37	29	action	action	NOUN
fis-4053	37	30	of	of	ADP
fis-4053	37	31	the	the	DET
fis-4053	37	32	tcc	tcc	PROPN
fis-4053	37	33	beam	beam	NOUN
fis-4053	37	34	.	.	PUNCT
fis-4053	38	1	however	however	ADV
fis-4053	38	2	,	,	PUNCT
fis-4053	38	3	this	this	DET
fis-4053	38	4	idea	idea	NOUN
fis-4053	38	5	does	do	AUX
fis-4053	38	6	not	not	PART
fis-4053	38	7	take	take	VERB
fis-4053	38	8	the	the	DET
fis-4053	38	9	strength	strength	NOUN
fis-4053	38	10	of	of	ADP
fis-4053	38	11	the	the	DET
fis-4053	38	12	connection	connection	NOUN
fis-4053	38	13	into	into	ADP
fis-4053	38	14	account	account	NOUN
fis-4053	38	15	.	.	PUNCT
fis-4053	39	1	this	this	PRON
fis-4053	39	2	exposes	expose	VERB
fis-4053	39	3	the	the	DET
fis-4053	39	4	notch	notch	NOUN
fis-4053	39	5	at	at	ADP
fis-4053	39	6	this	this	DET
fis-4053	39	7	extreme	extreme	ADJ
fis-4053	39	8	location	location	NOUN
fis-4053	39	9	to	to	ADP
fis-4053	39	10	high	high	ADJ
fis-4053	39	11	shear	shear	NOUN
fis-4053	39	12	forces	force	NOUN
fis-4053	39	13	,	,	PUNCT
fis-4053	39	14	which	which	PRON
fis-4053	39	15	can	can	AUX
fis-4053	39	16	exceed	exceed	VERB
fis-4053	39	17	the	the	DET
fis-4053	39	18	notch	notch	ADJ
fis-4053	39	19	connection	connection	NOUN
fis-4053	39	20	capacity	capacity	NOUN
fis-4053	39	21	and	and	CCONJ
fis-4053	39	22	result	result	VERB
fis-4053	39	23	in	in	ADP
fis-4053	39	24	the	the	DET
fis-4053	39	25	loss	loss	NOUN
fis-4053	39	26	of	of	ADP
fis-4053	39	27	the	the	DET
fis-4053	39	28	composite	composite	ADJ
fis-4053	39	29	action	action	NOUN
fis-4053	39	30	entirely	entirely	ADV
fis-4053	39	31	.	.	PUNCT
fis-4053	40	1	the	the	DET
fis-4053	40	2	study	study	NOUN
fis-4053	40	3	of	of	ADP
fis-4053	40	4	composite	composite	ADJ
fis-4053	40	5	beams	beam	NOUN
fis-4053	40	6	,	,	PUNCT
fis-4053	40	7	with	with	ADP
fis-4053	40	8	real	real	ADJ
fis-4053	40	9	dimensions	dimension	NOUN
fis-4053	40	10	based	base	VERB
fis-4053	40	11	on	on	ADP
fis-4053	40	12	laboratory	laboratory	NOUN
fis-4053	40	13	tests	test	NOUN
fis-4053	40	14	,	,	PUNCT
fis-4053	40	15	is	be	AUX
fis-4053	40	16	often	often	ADV
fis-4053	40	17	expensive	expensive	ADJ
fis-4053	40	18	and	and	CCONJ
fis-4053	40	19	takes	take	VERB
fis-4053	40	20	time	time	NOUN
fis-4053	40	21	,	,	PUNCT
fis-4053	40	22	especially	especially	ADV
fis-4053	40	23	in	in	ADP
fis-4053	40	24	large	large	ADJ
fis-4053	40	25	studies	study	NOUN
fis-4053	40	26	including	include	VERB
fis-4053	40	27	multiple	multiple	ADJ
fis-4053	40	28	numbers	number	NOUN
fis-4053	40	29	of	of	ADP
fis-4053	40	30	parameters	parameter	NOUN
fis-4053	40	31	,	,	PUNCT
fis-4053	40	32	while	while	SCONJ
fis-4053	40	33	resorting	resort	VERB
fis-4053	40	34	to	to	ADP
fis-4053	40	35	finite	finite	VERB
fis-4053	40	36	element	element	NOUN
fis-4053	40	37	analysis	analysis	NOUN
fis-4053	40	38	gives	give	VERB
fis-4053	40	39	an	an	DET
fis-4053	40	40	alternative	alternative	ADJ
fis-4053	40	41	tool	tool	NOUN
fis-4053	40	42	to	to	PART
fis-4053	40	43	study	study	VERB
fis-4053	40	44	these	these	DET
fis-4053	40	45	systems	system	NOUN
fis-4053	40	46	.	.	PUNCT
fis-4053	41	1	this	this	DET
fis-4053	41	2	work	work	NOUN
fis-4053	41	3	aims	aim	VERB
fis-4053	41	4	to	to	PART
fis-4053	41	5	establish	establish	VERB
fis-4053	41	6	a	a	DET
fis-4053	41	7	finite	finite	ADJ
fis-4053	41	8	element	element	NOUN
fis-4053	41	9	model	model	NOUN
fis-4053	41	10	using	use	VERB
fis-4053	41	11	abaqus	abaqus	NOUN
fis-4053	41	12	software	software	NOUN
fis-4053	41	13	to	to	PART
fis-4053	41	14	predict	predict	VERB
fis-4053	41	15	the	the	DET
fis-4053	41	16	short	short	ADJ
fis-4053	41	17	-	-	PUNCT
fis-4053	41	18	term	term	NOUN
fis-4053	41	19	bending	bend	VERB
fis-4053	41	20	-	-	PUNCT
fis-4053	41	21	mid	mid	ADJ
fis-4053	41	22	-	-	ADJ
fis-4053	41	23	span	span	NOUN
fis-4053	41	24	deflection	deflection	NOUN
fis-4053	41	25	behaviour	behaviour	NOUN
fis-4053	41	26	of	of	ADP
fis-4053	41	27	timber	timber	NOUN
fis-4053	41	28	-	-	PUNCT
fis-4053	41	29	concrete	concrete	ADJ
fis-4053	41	30	composite	composite	ADJ
fis-4053	41	31	beams	beam	NOUN
fis-4053	41	32	with	with	ADP
fis-4053	41	33	notched	notch	VERB
fis-4053	41	34	connections	connection	NOUN
fis-4053	41	35	.	.	PUNCT
fis-4053	42	1	after	after	ADP
fis-4053	42	2	that	that	PRON
fis-4053	42	3	,	,	PUNCT
fis-4053	42	4	a	a	DET
fis-4053	42	5	numerical	numerical	ADJ
fis-4053	42	6	study	study	NOUN
fis-4053	42	7	was	be	AUX
fis-4053	42	8	conducted	conduct	VERB
fis-4053	42	9	using	use	VERB
fis-4053	42	10	the	the	DET
fis-4053	42	11	validated	validated	ADJ
fis-4053	42	12	model	model	NOUN
fis-4053	42	13	to	to	PART
fis-4053	42	14	investigate	investigate	VERB
fis-4053	42	15	the	the	DET
fis-4053	42	16	effect	effect	NOUN
fis-4053	42	17	of	of	ADP
fis-4053	42	18	the	the	DET
fis-4053	42	19	notch	notch	ADJ
fis-4053	42	20	location	location	NOUN
fis-4053	42	21	and	and	CCONJ
fis-4053	42	22	search	search	NOUN
fis-4053	42	23	for	for	ADP
fis-4053	42	24	a	a	DET
fis-4053	42	25	suitable	suitable	ADJ
fis-4053	42	26	location	location	NOUN
fis-4053	42	27	.	.	PUNCT
fis-4053	43	1	this	this	PRON
fis-4053	43	2	will	will	AUX
fis-4053	43	3	provide	provide	VERB
fis-4053	43	4	maximal	maximal	ADJ
fis-4053	43	5	performance	performance	NOUN
fis-4053	43	6	in	in	ADP
fis-4053	43	7	terms	term	NOUN
fis-4053	43	8	of	of	ADP
fis-4053	43	9	stiffness	stiffness	NOUN
fis-4053	43	10	and	and	CCONJ
fis-4053	43	11	strength	strength	NOUN
fis-4053	43	12	for	for	ADP
fis-4053	43	13	the	the	DET
fis-4053	43	14	tcc	tcc	PROPN
fis-4053	43	15	beam	beam	NOUN
fis-4053	43	16	.	.	PUNCT
fis-4053	44	1	description	description	NOUN
fis-4053	44	2	of	of	ADP
fis-4053	44	3	the	the	DET
fis-4053	44	4	experimental	experimental	ADJ
fis-4053	44	5	program	program	NOUN
fis-4053	44	6	total	total	NOUN
fis-4053	44	7	of	of	ADP
fis-4053	44	8	eleven	eleven	NUM
fis-4053	44	9	tcc	tcc	PROPN
fis-4053	44	10	beams	beam	NOUN
fis-4053	44	11	were	be	AUX
fis-4053	44	12	designed	design	VERB
fis-4053	44	13	for	for	ADP
fis-4053	44	14	8	8	NUM
fis-4053	44	15	and	and	CCONJ
fis-4053	44	16	10	10	NUM
fis-4053	44	17	m	m	NOUN
fis-4053	44	18	spans	span	NOUN
fis-4053	44	19	,	,	PUNCT
fis-4053	44	20	constructed	construct	VERB
fis-4053	44	21	and	and	CCONJ
fis-4053	44	22	tested	test	VERB
fis-4053	44	23	to	to	PART
fis-4053	44	24	collapse	collapse	VERB
fis-4053	44	25	under	under	ADP
fis-4053	44	26	4	4	NUM
fis-4053	44	27	-	-	PUNCT
fis-4053	44	28	point	point	NOUN
fis-4053	44	29	bending	bend	VERB
fis-4053	44	30	loads	load	NOUN
fis-4053	44	31	,	,	PUNCT
fis-4053	44	32	as	as	SCONJ
fis-4053	44	33	shown	show	VERB
fis-4053	44	34	in	in	ADP
fis-4053	44	35	fig	fig	NOUN
fis-4053	44	36	.	.	PUNCT
fis-4053	45	1	1	1	X
fis-4053	45	2	.	.	X
fis-4053	45	3	t	t	PROPN
fis-4053	45	4	t	t	PROPN
fis-4053	45	5	a	a	DET
fis-4053	45	6	h.	h.	PROPN
fis-4053	45	7	zine	zine	PROPN
fis-4053	45	8	laabidine	laabidine	NOUN
fis-4053	45	9	et	et	PROPN
fis-4053	45	10	alii	alii	PROPN
fis-4053	45	11	,	,	PUNCT
fis-4053	45	12	frattura	frattura	PROPN
fis-4053	45	13	ed	ed	PROPN
fis-4053	45	14	integrità	integrità	PROPN
fis-4053	45	15	strutturale	strutturale	PROPN
fis-4053	45	16	,	,	PUNCT
fis-4053	45	17	64	64	NUM
fis-4053	45	18	(	(	PUNCT
fis-4053	45	19	2023	2023	NUM
fis-4053	45	20	)	)	PUNCT
fis-4053	45	21	186	186	NUM
fis-4053	45	22	-	-	SYM
fis-4053	45	23	203	203	NUM
fis-4053	45	24	;	;	PUNCT
fis-4053	45	25	doi	doi	NOUN
fis-4053	45	26	:	:	PUNCT
fis-4053	45	27	10.3221	10.3221	NUM
fis-4053	45	28	/	/	SYM
fis-4053	45	29	igf	igf	PROPN
fis-4053	45	30	-	-	PUNCT
fis-4053	45	31	esis.64.12	esis.64.12	PROPN
fis-4053	45	32	188	188	NUM
fis-4053	45	33	all	all	DET
fis-4053	45	34	the	the	DET
fis-4053	45	35	beams	beam	NOUN
fis-4053	45	36	are	be	AUX
fis-4053	45	37	composed	compose	VERB
fis-4053	45	38	of	of	ADP
fis-4053	45	39	a	a	DET
fis-4053	45	40	laminated	laminated	ADJ
fis-4053	45	41	veneer	veneer	NOUN
fis-4053	45	42	lumber	lumber	NOUN
fis-4053	45	43	(	(	PUNCT
fis-4053	45	44	lvl	lvl	NOUN
fis-4053	45	45	)	)	PUNCT
fis-4053	45	46	timber	timber	NOUN
fis-4053	45	47	joist	joist	NOUN
fis-4053	45	48	of	of	ADP
fis-4053	45	49	63	63	NUM
fis-4053	45	50	mm	mm	NOUN
fis-4053	45	51	width	width	NOUN
fis-4053	45	52	and	and	CCONJ
fis-4053	45	53	400	400	NUM
fis-4053	45	54	mm	mm	NOUN
fis-4053	45	55	high	high	ADJ
fis-4053	45	56	,	,	PUNCT
fis-4053	45	57	topped	top	VERB
fis-4053	45	58	with	with	ADP
fis-4053	45	59	a	a	DET
fis-4053	45	60	concrete	concrete	ADJ
fis-4053	45	61	slab	slab	NOUN
fis-4053	45	62	of	of	ADP
fis-4053	45	63	65	65	NUM
fis-4053	45	64	mm	mm	NOUN
fis-4053	45	65	depth	depth	NOUN
fis-4053	45	66	and	and	CCONJ
fis-4053	45	67	600	600	NUM
fis-4053	45	68	mm	mm	NOUN
fis-4053	45	69	width	width	NOUN
fis-4053	45	70	,	,	PUNCT
fis-4053	45	71	separated	separate	VERB
fis-4053	45	72	by	by	ADP
fis-4053	45	73	an	an	DET
fis-4053	45	74	oriented	orient	VERB
fis-4053	45	75	osb	osb	PROPN
fis-4053	45	76	plywood	plywood	NOUN
fis-4053	45	77	interlayer	interlayer	NOUN
fis-4053	45	78	as	as	ADP
fis-4053	45	79	a	a	DET
fis-4053	45	80	lost	lose	VERB
fis-4053	45	81	framework	framework	NOUN
fis-4053	46	1	[	[	X
fis-4053	46	2	11,14	11,14	NUM
fis-4053	46	3	]	]	PUNCT
fis-4053	46	4	.	.	PUNCT
fis-4053	47	1	the	the	DET
fis-4053	47	2	beams	beam	NOUN
fis-4053	47	3	a1	a1	PROPN
fis-4053	47	4	,	,	PUNCT
fis-4053	47	5	b2	b2	NOUN
fis-4053	47	6	,	,	PUNCT
fis-4053	47	7	c1	c1	NOUN
fis-4053	47	8	,	,	PUNCT
fis-4053	47	9	e1	e1	PROPN
fis-4053	47	10	,	,	PUNCT
fis-4053	47	11	f1	f1	NOUN
fis-4053	47	12	and	and	CCONJ
fis-4053	47	13	g1	g1	NOUN
fis-4053	47	14	are	be	AUX
fis-4053	47	15	tested	test	VERB
fis-4053	47	16	to	to	PART
fis-4053	47	17	collapse	collapse	VERB
fis-4053	47	18	point	point	NOUN
fis-4053	47	19	while	while	SCONJ
fis-4053	47	20	the	the	DET
fis-4053	47	21	beams	beam	NOUN
fis-4053	47	22	b1	b1	VERB
fis-4053	47	23	,	,	PUNCT
fis-4053	47	24	c2	c2	PROPN
fis-4053	47	25	and	and	CCONJ
fis-4053	47	26	d1	d1	PROPN
fis-4053	47	27	were	be	AUX
fis-4053	47	28	not	not	PART
fis-4053	47	29	tested	test	VERB
fis-4053	47	30	for	for	ADP
fis-4053	47	31	full	full	ADJ
fis-4053	47	32	destruction	destruction	NOUN
fis-4053	48	1	[	[	X
fis-4053	48	2	11,14	11,14	NUM
fis-4053	48	3	]	]	PUNCT
fis-4053	48	4	.	.	PUNCT
fis-4053	49	1	the	the	DET
fis-4053	49	2	beam	beam	NOUN
fis-4053	49	3	g1	g1	PROPN
fis-4053	49	4	was	be	AUX
fis-4053	49	5	a	a	DET
fis-4053	49	6	reference	reference	NOUN
fis-4053	49	7	beam	beam	NOUN
fis-4053	49	8	and	and	CCONJ
fis-4053	49	9	the	the	DET
fis-4053	49	10	metal	metal	NOUN
fis-4053	49	11	plate	plate	NOUN
fis-4053	49	12	connections	connection	NOUN
fis-4053	49	13	installed	instal	VERB
fis-4053	49	14	in	in	ADP
fis-4053	49	15	the	the	DET
fis-4053	49	16	beam	beam	NOUN
fis-4053	49	17	f1	f1	PROPN
fis-4053	49	18	require	require	VERB
fis-4053	49	19	a	a	DET
fis-4053	49	20	full	full	ADJ
fis-4053	49	21	section	section	NOUN
fis-4053	49	22	.	.	PUNCT
fis-4053	50	1	therefore	therefore	ADV
fis-4053	50	2	,	,	PUNCT
fis-4053	50	3	these	these	DET
fis-4053	50	4	two	two	NUM
fis-4053	50	5	beams	beam	NOUN
fis-4053	50	6	are	be	AUX
fis-4053	50	7	constructed	construct	VERB
fis-4053	50	8	with	with	ADP
fis-4053	50	9	a	a	DET
fis-4053	50	10	double	double	ADJ
fis-4053	50	11	lvl	lvl	NOUN
fis-4053	50	12	joist	joist	NOUN
fis-4053	50	13	and	and	CCONJ
fis-4053	50	14	1200	1200	NUM
fis-4053	50	15	mm	mm	NUM
fis-4053	50	16	wide	wide	ADJ
fis-4053	50	17	concrete	concrete	ADJ
fis-4053	50	18	flange	flange	NOUN
fis-4053	50	19	,	,	PUNCT
fis-4053	50	20	while	while	SCONJ
fis-4053	50	21	the	the	DET
fis-4053	50	22	rest	rest	NOUN
fis-4053	50	23	were	be	AUX
fis-4053	50	24	constructed	construct	VERB
fis-4053	50	25	with	with	ADP
fis-4053	50	26	reduced	reduce	VERB
fis-4053	50	27	sectional	sectional	ADJ
fis-4053	50	28	geometry	geometry	NOUN
fis-4053	50	29	made	make	VERB
fis-4053	50	30	of	of	ADP
fis-4053	50	31	a	a	DET
fis-4053	50	32	single	single	ADJ
fis-4053	50	33	lvl	lvl	NOUN
fis-4053	50	34	joist	joist	NOUN
fis-4053	50	35	of	of	ADP
fis-4053	50	36	63	63	NUM
fis-4053	50	37	mm	mm	NOUN
fis-4053	50	38	width	width	NOUN
fis-4053	50	39	and	and	CCONJ
fis-4053	50	40	600	600	NUM
fis-4053	50	41	mm	mm	NOUN
fis-4053	50	42	wide	wide	ADJ
fis-4053	50	43	concrete	concrete	ADJ
fis-4053	50	44	flange	flange	NOUN
fis-4053	50	45	as	as	SCONJ
fis-4053	50	46	shown	show	VERB
fis-4053	50	47	in	in	ADP
fis-4053	50	48	fig	fig	NOUN
fis-4053	50	49	.	.	PUNCT
fis-4053	51	1	2	2	NUM
fis-4053	52	1	[	[	X
fis-4053	52	2	11,14	11,14	NUM
fis-4053	52	3	]	]	PUNCT
fis-4053	52	4	.	.	PUNCT
fis-4053	53	1	figure	figure	NOUN
fis-4053	53	2	1	1	NUM
fis-4053	53	3	:	:	SYM
fis-4053	53	4	four	four	NUM
fis-4053	53	5	-	-	PUNCT
fis-4053	53	6	point	point	NOUN
fis-4053	53	7	bending	bend	VERB
fis-4053	53	8	test	test	NOUN
fis-4053	53	9	of	of	ADP
fis-4053	53	10	a	a	DET
fis-4053	53	11	tcc	tcc	PROPN
fis-4053	53	12	beam	beam	NOUN
fis-4053	53	13	(	(	PUNCT
fis-4053	53	14	dimensions	dimension	NOUN
fis-4053	53	15	in	in	ADP
fis-4053	53	16	mm)[14	mm)[14	PROPN
fis-4053	53	17	]	]	PUNCT
fis-4053	53	18	.	.	PUNCT
fis-4053	54	1	figure	figure	NOUN
fis-4053	54	2	2	2	NUM
fis-4053	54	3	:	:	PUNCT
fis-4053	54	4	the	the	DET
fis-4053	54	5	cross	cross	NOUN
fis-4053	54	6	-	-	NOUN
fis-4053	54	7	section	section	NOUN
fis-4053	54	8	of	of	ADP
fis-4053	54	9	the	the	DET
fis-4053	54	10	tested	test	VERB
fis-4053	54	11	tcc	tcc	PROPN
fis-4053	54	12	beams	beam	NOUN
fis-4053	54	13	:	:	PUNCT
fis-4053	54	14	(	(	PUNCT
fis-4053	54	15	a	a	X
fis-4053	54	16	)	)	PUNCT
fis-4053	54	17	f1	f1	NOUN
fis-4053	54	18	and	and	CCONJ
fis-4053	54	19	g1	g1	NOUN
fis-4053	54	20	,	,	PUNCT
fis-4053	54	21	(	(	PUNCT
fis-4053	54	22	b	b	X
fis-4053	54	23	)	)	PUNCT
fis-4053	54	24	the	the	DET
fis-4053	54	25	reduced	reduced	ADJ
fis-4053	54	26	section	section	NOUN
fis-4053	54	27	of	of	ADP
fis-4053	54	28	the	the	DET
fis-4053	54	29	rest	rest	NOUN
fis-4053	54	30	(	(	PUNCT
fis-4053	54	31	dimensions	dimension	NOUN
fis-4053	54	32	in	in	ADP
fis-4053	54	33	mm	mm	PROPN
fis-4053	54	34	)	)	PUNCT
fis-4053	55	1	[	[	X
fis-4053	55	2	14	14	NUM
fis-4053	55	3	]	]	PUNCT
fis-4053	55	4	.	.	PUNCT
fis-4053	56	1	the	the	DET
fis-4053	56	2	connections	connection	NOUN
fis-4053	56	3	type	type	NOUN
fis-4053	56	4	include	include	VERB
fis-4053	56	5	notches	notch	NOUN
fis-4053	56	6	cut	cut	VERB
fis-4053	56	7	in	in	ADP
fis-4053	56	8	the	the	DET
fis-4053	56	9	timber	timber	NOUN
fis-4053	56	10	and	and	CCONJ
fis-4053	56	11	reinforced	reinforce	VERB
fis-4053	56	12	with	with	ADP
fis-4053	56	13	a	a	DET
fis-4053	56	14	coach	coach	NOUN
fis-4053	56	15	screw	screw	NOUN
fis-4053	56	16	of	of	ADP
fis-4053	56	17	16	16	NUM
fis-4053	56	18	mm	mm	NOUN
fis-4053	56	19	diameter	diameter	NOUN
fis-4053	56	20	(	(	PUNCT
fis-4053	56	21	rectangular	rectangular	ADJ
fis-4053	56	22	notches	notch	NOUN
fis-4053	56	23	of	of	ADP
fis-4053	56	24	150	150	NUM
fis-4053	56	25	mm	mm	NOUN
fis-4053	56	26	and	and	CCONJ
fis-4053	56	27	300	300	NUM
fis-4053	56	28	mm	mm	NOUN
fis-4053	56	29	long	long	ADJ
fis-4053	56	30	)	)	PUNCT
fis-4053	56	31	and	and	CCONJ
fis-4053	56	32	triangular	triangular	NOUN
fis-4053	56	33	notch	notch	NOUN
fis-4053	56	34	,	,	PUNCT
fis-4053	56	35	and	and	CCONJ
fis-4053	56	36	modified	modify	VERB
fis-4053	56	37	toothed	toothed	ADJ
fis-4053	56	38	metal	metal	NOUN
fis-4053	56	39	plates	plate	NOUN
fis-4053	56	40	pressed	press	VERB
fis-4053	56	41	on	on	ADP
fis-4053	56	42	the	the	DET
fis-4053	56	43	edge	edge	NOUN
fis-4053	56	44	of	of	ADP
fis-4053	56	45	the	the	DET
fis-4053	56	46	lvl	lvl	NOUN
fis-4053	56	47	joists	joist	NOUN
fis-4053	56	48	,	,	PUNCT
fis-4053	56	49	abbreviated	abbreviate	VERB
fis-4053	56	50	r150	r150	PROPN
fis-4053	56	51	,	,	PUNCT
fis-4053	56	52	r300	r300	PROPN
fis-4053	56	53	,	,	PUNCT
fis-4053	56	54	t	t	PROPN
fis-4053	56	55	and	and	CCONJ
fis-4053	56	56	p	p	NOUN
fis-4053	56	57	respectively	respectively	ADV
fis-4053	56	58	,	,	PUNCT
fis-4053	56	59	fig	fig	NOUN
fis-4053	56	60	.	.	PUNCT
fis-4053	57	1	3	3	NUM
fis-4053	57	2	presents	present	VERB
fis-4053	57	3	these	these	DET
fis-4053	57	4	four	four	NUM
fis-4053	57	5	connections	connection	NOUN
fis-4053	57	6	.	.	PUNCT
fis-4053	58	1	figure	figure	VERB
fis-4053	58	2	3	3	NUM
fis-4053	58	3	:	:	PUNCT
fis-4053	58	4	different	different	ADJ
fis-4053	58	5	connections	connection	NOUN
fis-4053	58	6	:	:	PUNCT
fis-4053	58	7	r150	r150	PROPN
fis-4053	58	8	,	,	PUNCT
fis-4053	58	9	t	t	PROPN
fis-4053	58	10	,	,	PUNCT
fis-4053	58	11	r300	r300	PROPN
fis-4053	58	12	and	and	CCONJ
fis-4053	58	13	p	p	NOUN
fis-4053	58	14	adopted	adopt	VERB
fis-4053	58	15	in	in	ADP
fis-4053	58	16	the	the	DET
fis-4053	58	17	experimental	experimental	ADJ
fis-4053	58	18	program	program	NOUN
fis-4053	58	19	by	by	ADP
fis-4053	58	20	yeoh	yeoh	PROPN
fis-4053	59	1	[	[	X
fis-4053	59	2	14	14	NUM
fis-4053	59	3	]	]	PUNCT
fis-4053	59	4	.	.	PUNCT
fis-4053	60	1	h.	h.	PROPN
fis-4053	60	2	zine	zine	PROPN
fis-4053	60	3	laabidine	laabidine	NOUN
fis-4053	60	4	et	et	PROPN
fis-4053	60	5	alii	alii	PROPN
fis-4053	60	6	,	,	PUNCT
fis-4053	60	7	frattura	frattura	PROPN
fis-4053	60	8	ed	ed	PROPN
fis-4053	60	9	integrità	integrità	PROPN
fis-4053	60	10	strutturale	strutturale	PROPN
fis-4053	60	11	,	,	PUNCT
fis-4053	60	12	64	64	NUM
fis-4053	60	13	(	(	PUNCT
fis-4053	60	14	2023	2023	NUM
fis-4053	60	15	)	)	PUNCT
fis-4053	60	16	186	186	NUM
fis-4053	60	17	-	-	SYM
fis-4053	60	18	203	203	NUM
fis-4053	60	19	;	;	PUNCT
fis-4053	60	20	doi	doi	NOUN
fis-4053	60	21	:	:	PUNCT
fis-4053	60	22	10.3221	10.3221	NUM
fis-4053	60	23	/	/	SYM
fis-4053	60	24	igf	igf	PROPN
fis-4053	60	25	-	-	PUNCT
fis-4053	60	26	esis.64.12	esis.64.12	PROPN
fis-4053	60	27	189	189	NUM
fis-4053	60	28	the	the	DET
fis-4053	60	29	concrete	concrete	ADJ
fis-4053	60	30	compressive	compressive	ADJ
fis-4053	60	31	strength	strength	NOUN
fis-4053	60	32	of	of	ADP
fis-4053	60	33	the	the	DET
fis-4053	60	34	tested	test	VERB
fis-4053	60	35	tcc	tcc	PROPN
fis-4053	60	36	beams	beam	NOUN
fis-4053	60	37	are	be	AUX
fis-4053	60	38	mentioned	mention	VERB
fis-4053	60	39	in	in	ADP
fis-4053	60	40	tab	tab	NOUN
fis-4053	60	41	.	.	PUNCT
fis-4053	61	1	1	1	NUM
fis-4053	61	2	:	:	PUNCT
fis-4053	61	3	n	n	CCONJ
fis-4053	61	4	°	°	CCONJ
fis-4053	61	5	beam	beam	NOUN
fis-4053	61	6	concrete	concrete	ADJ
fis-4053	61	7	compressive	compressive	ADJ
fis-4053	61	8	strength	strength	NOUN
fis-4053	61	9	at	at	ADP
fis-4053	61	10	test	test	NOUN
fis-4053	61	11	f’c	f’c	PROPN
fis-4053	61	12	(	(	PUNCT
fis-4053	61	13	mpa	mpa	PROPN
fis-4053	61	14	)	)	PUNCT
fis-4053	61	15	1	1	NUM
fis-4053	61	16	a1,b1,c2	a1,b1,c2	NOUN
fis-4053	61	17	58	58	NUM
fis-4053	61	18	2	2	NUM
fis-4053	61	19	c1	c1	NOUN
fis-4053	61	20	,	,	PUNCT
fis-4053	61	21	d1,f1	d1,f1	PROPN
fis-4053	61	22	54.4	54.4	NUM
fis-4053	61	23	3	3	NUM
fis-4053	61	24	g1	g1	NOUN
fis-4053	61	25	48.2	48.2	NUM
fis-4053	61	26	4	4	NUM
fis-4053	61	27	b2	b2	NOUN
fis-4053	61	28	38.8	38.8	NUM
fis-4053	61	29	table	table	NOUN
fis-4053	61	30	1	1	NUM
fis-4053	61	31	:	:	PUNCT
fis-4053	61	32	concrete	concrete	ADJ
fis-4053	61	33	compressive	compressive	ADJ
fis-4053	61	34	strength	strength	NOUN
fis-4053	61	35	of	of	ADP
fis-4053	61	36	the	the	DET
fis-4053	61	37	tested	test	VERB
fis-4053	61	38	tcc	tcc	PROPN
fis-4053	61	39	beams[14	beams[14	PROPN
fis-4053	61	40	]	]	PUNCT
fis-4053	61	41	.	.	PUNCT
fis-4053	62	1	the	the	DET
fis-4053	62	2	design	design	NOUN
fis-4053	62	3	of	of	ADP
fis-4053	62	4	the	the	DET
fis-4053	62	5	tested	test	VERB
fis-4053	62	6	tcc	tcc	PROPN
fis-4053	62	7	beams	beam	NOUN
fis-4053	62	8	including	include	VERB
fis-4053	62	9	the	the	DET
fis-4053	62	10	geometry	geometry	NOUN
fis-4053	62	11	,	,	PUNCT
fis-4053	62	12	the	the	DET
fis-4053	62	13	type	type	NOUN
fis-4053	62	14	and	and	CCONJ
fis-4053	62	15	the	the	DET
fis-4053	62	16	configuration	configuration	NOUN
fis-4053	62	17	of	of	ADP
fis-4053	62	18	the	the	DET
fis-4053	62	19	connections	connection	NOUN
fis-4053	62	20	are	be	AUX
fis-4053	62	21	illustrated	illustrate	VERB
fis-4053	62	22	in	in	ADP
fis-4053	62	23	fig	fig	NOUN
fis-4053	62	24	.	.	PUNCT
fis-4053	63	1	4	4	NUM
fis-4053	63	2	:	:	PUNCT
fis-4053	63	3	figure	figure	VERB
fis-4053	63	4	4	4	NUM
fis-4053	63	5	:	:	PUNCT
fis-4053	63	6	the	the	DET
fis-4053	63	7	design	design	NOUN
fis-4053	63	8	of	of	ADP
fis-4053	63	9	the	the	DET
fis-4053	63	10	tested	test	VERB
fis-4053	63	11	tcc	tcc	PROPN
fis-4053	63	12	beams	beam	NOUN
fis-4053	63	13	(	(	PUNCT
fis-4053	63	14	dimensions	dimension	NOUN
fis-4053	63	15	in	in	ADP
fis-4053	63	16	mm	mm	PROPN
fis-4053	63	17	)	)	PUNCT
fis-4053	64	1	[	[	X
fis-4053	64	2	14	14	NUM
fis-4053	64	3	]	]	PUNCT
fis-4053	64	4	.	.	PUNCT
fis-4053	65	1	finite	finite	PROPN
fis-4053	65	2	element	element	PROPN
fis-4053	65	3	model	model	NOUN
fis-4053	65	4	establishment	establishment	NOUN
fis-4053	65	5	geometry	geometry	NOUN
fis-4053	65	6	three	three	NUM
fis-4053	65	7	-	-	PUNCT
fis-4053	65	8	dimensional	dimensional	ADJ
fis-4053	65	9	(	(	PUNCT
fis-4053	65	10	3d	3d	NOUN
fis-4053	65	11	)	)	PUNCT
fis-4053	65	12	model	model	NOUN
fis-4053	65	13	was	be	AUX
fis-4053	65	14	built	build	VERB
fis-4053	65	15	in	in	ADP
fis-4053	65	16	abaqus	abaqus	NOUN
fis-4053	65	17	for	for	ADP
fis-4053	65	18	the	the	DET
fis-4053	65	19	eight	eight	NUM
fis-4053	65	20	tcc	tcc	NOUN
fis-4053	65	21	beams	beam	NOUN
fis-4053	65	22	shown	show	VERB
fis-4053	65	23	in	in	ADP
fis-4053	65	24	fig	fig	NOUN
fis-4053	65	25	.	.	PUNCT
fis-4053	66	1	4	4	NUM
fis-4053	66	2	,	,	PUNCT
fis-4053	66	3	this	this	DET
fis-4053	66	4	software	software	NOUN
fis-4053	66	5	was	be	AUX
fis-4053	66	6	selected	select	VERB
fis-4053	66	7	for	for	ADP
fis-4053	66	8	this	this	DET
fis-4053	66	9	research	research	NOUN
fis-4053	66	10	work	work	NOUN
fis-4053	66	11	because	because	SCONJ
fis-4053	66	12	of	of	ADP
fis-4053	66	13	its	its	PRON
fis-4053	66	14	high	high	ADJ
fis-4053	66	15	performance	performance	NOUN
fis-4053	66	16	and	and	CCONJ
fis-4053	66	17	precision	precision	NOUN
fis-4053	66	18	.	.	PUNCT
fis-4053	67	1	it	it	PRON
fis-4053	67	2	is	be	AUX
fis-4053	67	3	capable	capable	ADJ
fis-4053	67	4	of	of	ADP
fis-4053	67	5	modelling	model	VERB
fis-4053	67	6	non	non	ADJ
fis-4053	67	7	-	-	ADJ
fis-4053	67	8	metal	metal	ADJ
fis-4053	67	9	materials	material	NOUN
fis-4053	67	10	as	as	ADV
fis-4053	67	11	well	well	ADV
fis-4053	67	12	as	as	ADP
fis-4053	67	13	reinforced	reinforce	VERB
fis-4053	67	14	concrete	concrete	NOUN
fis-4053	67	15	with	with	ADP
fis-4053	67	16	a	a	DET
fis-4053	67	17	nonlinear	nonlinear	ADJ
fis-4053	67	18	response	response	NOUN
fis-4053	67	19	.	.	PUNCT
fis-4053	68	1	furthermore	furthermore	ADV
fis-4053	68	2	,	,	PUNCT
fis-4053	68	3	it	it	PRON
fis-4053	68	4	is	be	AUX
fis-4053	68	5	capable	capable	ADJ
fis-4053	68	6	of	of	ADP
fis-4053	68	7	predicting	predict	VERB
fis-4053	68	8	and	and	CCONJ
fis-4053	68	9	displaying	display	VERB
fis-4053	68	10	cracking	cracking	NOUN
fis-4053	68	11	and	and	CCONJ
fis-4053	68	12	crushing	crush	VERB
fis-4053	68	13	patterns	pattern	NOUN
fis-4053	68	14	[	[	X
fis-4053	68	15	15	15	NUM
fis-4053	68	16	]	]	PUNCT
fis-4053	68	17	.	.	PUNCT
fis-4053	69	1	the	the	DET
fis-4053	69	2	geometry	geometry	NOUN
fis-4053	69	3	,	,	PUNCT
fis-4053	69	4	material	material	NOUN
fis-4053	69	5	characteristics	characteristic	NOUN
fis-4053	69	6	,	,	PUNCT
fis-4053	69	7	loading	loading	NOUN
fis-4053	69	8	,	,	PUNCT
fis-4053	69	9	and	and	CCONJ
fis-4053	69	10	boundary	boundary	ADJ
fis-4053	69	11	conditions	condition	NOUN
fis-4053	69	12	of	of	ADP
fis-4053	69	13	the	the	DET
fis-4053	69	14	fe	fe	NOUN
fis-4053	69	15	models	model	NOUN
fis-4053	69	16	are	be	AUX
fis-4053	69	17	similar	similar	ADJ
fis-4053	69	18	to	to	ADP
fis-4053	69	19	those	those	PRON
fis-4053	69	20	of	of	ADP
fis-4053	69	21	the	the	DET
fis-4053	69	22	tested	test	VERB
fis-4053	69	23	beams	beam	NOUN
fis-4053	69	24	previously	previously	ADV
fis-4053	69	25	described	describe	VERB
fis-4053	69	26	in	in	ADP
fis-4053	69	27	the	the	DET
fis-4053	69	28	experimental	experimental	ADJ
fis-4053	69	29	part	part	NOUN
fis-4053	69	30	(	(	PUNCT
fis-4053	69	31	fig.4	fig.4	PROPN
fis-4053	69	32	)	)	PUNCT
fis-4053	69	33	.	.	PUNCT
fis-4053	70	1	due	due	ADP
fis-4053	70	2	to	to	ADP
fis-4053	70	3	the	the	DET
fis-4053	70	4	symmetry	symmetry	NOUN
fis-4053	70	5	of	of	ADP
fis-4053	70	6	geometry	geometry	NOUN
fis-4053	70	7	,	,	PUNCT
fis-4053	70	8	loading	loading	NOUN
fis-4053	70	9	and	and	CCONJ
fis-4053	70	10	boundary	boundary	ADJ
fis-4053	70	11	conditions	condition	NOUN
fis-4053	70	12	,	,	PUNCT
fis-4053	70	13	only	only	ADV
fis-4053	70	14	one	one	NUM
fis-4053	70	15	-	-	PUNCT
fis-4053	70	16	half	half	NOUN
fis-4053	70	17	of	of	ADP
fis-4053	70	18	the	the	DET
fis-4053	70	19	tcc	tcc	PROPN
fis-4053	70	20	beams	beam	NOUN
fis-4053	70	21	were	be	AUX
fis-4053	70	22	modelled	model	VERB
fis-4053	70	23	with	with	ADP
fis-4053	70	24	an	an	DET
fis-4053	70	25	(	(	PUNCT
fis-4053	70	26	ox	ox	NOUN
fis-4053	70	27	)	)	PUNCT
fis-4053	70	28	symmetry	symmetry	NOUN
fis-4053	70	29	plan	plan	NOUN
fis-4053	70	30	considered	consider	VERB
fis-4053	70	31	at	at	ADP
fis-4053	70	32	the	the	DET
fis-4053	70	33	mid	mid	NOUN
fis-4053	70	34	-	-	NOUN
fis-4053	70	35	span	span	NOUN
fis-4053	70	36	of	of	ADP
fis-4053	70	37	the	the	DET
fis-4053	70	38	composite	composite	ADJ
fis-4053	70	39	beam	beam	NOUN
fis-4053	70	40	,	,	PUNCT
fis-4053	70	41	except	except	SCONJ
fis-4053	70	42	for	for	ADP
fis-4053	70	43	beam	beam	NOUN
fis-4053	70	44	f1	f1	NOUN
fis-4053	70	45	which	which	PRON
fis-4053	70	46	is	be	AUX
fis-4053	70	47	modelled	model	VERB
fis-4053	70	48	with	with	ADP
fis-4053	70	49	two	two	NUM
fis-4053	70	50	plans	plan	NOUN
fis-4053	70	51	of	of	ADP
fis-4053	70	52	symmetry	symmetry	NOUN
fis-4053	70	53	.	.	PUNCT
fis-4053	71	1	the	the	DET
fis-4053	71	2	numerical	numerical	ADJ
fis-4053	71	3	models	model	NOUN
fis-4053	71	4	of	of	ADP
fis-4053	71	5	the	the	DET
fis-4053	71	6	tcc	tcc	PROPN
fis-4053	71	7	beam	beam	NOUN
fis-4053	71	8	consist	consist	NOUN
fis-4053	71	9	of	of	ADP
fis-4053	71	10	five	five	NUM
fis-4053	71	11	components	component	NOUN
fis-4053	71	12	,	,	PUNCT
fis-4053	71	13	which	which	PRON
fis-4053	71	14	are	be	AUX
fis-4053	71	15	:	:	PUNCT
fis-4053	71	16	one	one	NUM
fis-4053	71	17	-	-	PUNCT
fis-4053	71	18	half	half	NOUN
fis-4053	71	19	of	of	ADP
fis-4053	71	20	the	the	DET
fis-4053	71	21	concrete	concrete	ADJ
fis-4053	71	22	slab	slab	NOUN
fis-4053	71	23	,	,	PUNCT
fis-4053	71	24	one	one	NUM
fis-4053	71	25	-	-	PUNCT
fis-4053	71	26	half	half	NOUN
fis-4053	71	27	of	of	ADP
fis-4053	71	28	the	the	DET
fis-4053	71	29	lvl	lvl	ADJ
fis-4053	71	30	timber	timber	NOUN
fis-4053	71	31	beam	beam	NOUN
fis-4053	71	32	,	,	PUNCT
fis-4053	71	33	one	one	NUM
fis-4053	71	34	-	-	PUNCT
fis-4053	71	35	half	half	NOUN
fis-4053	71	36	of	of	ADP
fis-4053	71	37	the	the	DET
fis-4053	71	38	osb	osb	PROPN
fis-4053	71	39	plywood	plywood	NOUN
fis-4053	71	40	,	,	PUNCT
fis-4053	71	41	the	the	DET
fis-4053	71	42	reinforcement	reinforcement	NOUN
fis-4053	71	43	rebars	rebar	NOUN
fis-4053	71	44	,	,	PUNCT
fis-4053	71	45	and	and	CCONJ
fis-4053	71	46	one	one	NUM
fis-4053	71	47	rolling	rolling	ADJ
fis-4053	71	48	support	support	NOUN
fis-4053	71	49	.	.	PUNCT
fis-4053	72	1	the	the	DET
fis-4053	72	2	lvl	lvl	ADJ
fis-4053	72	3	joist	joist	NOUN
fis-4053	72	4	and	and	CCONJ
fis-4053	72	5	the	the	DET
fis-4053	72	6	concrete	concrete	ADJ
fis-4053	72	7	slab	slab	NOUN
fis-4053	72	8	are	be	AUX
fis-4053	72	9	simulated	simulate	VERB
fis-4053	72	10	as	as	ADP
fis-4053	72	11	independent	independent	ADJ
fis-4053	72	12	solid	solid	ADJ
fis-4053	72	13	3d	3d	NUM
fis-4053	72	14	objects	object	NOUN
fis-4053	72	15	because	because	SCONJ
fis-4053	72	16	of	of	ADP
fis-4053	72	17	the	the	DET
fis-4053	72	18	complicated	complicated	ADJ
fis-4053	72	19	geometry	geometry	NOUN
fis-4053	72	20	and	and	CCONJ
fis-4053	72	21	the	the	DET
fis-4053	72	22	cuts	cut	NOUN
fis-4053	72	23	into	into	ADP
fis-4053	72	24	the	the	DET
fis-4053	72	25	timber	timber	NOUN
fis-4053	72	26	beams	beam	NOUN
fis-4053	72	27	.	.	PUNCT
fis-4053	73	1	the	the	DET
fis-4053	73	2	installed	instal	VERB
fis-4053	73	3	plywood	plywood	NOUN
fis-4053	73	4	osb	osb	PROPN
fis-4053	73	5	interlayer	interlayer	NOUN
fis-4053	73	6	as	as	ADP
fis-4053	73	7	a	a	DET
fis-4053	73	8	separation	separation	NOUN
fis-4053	73	9	between	between	ADP
fis-4053	73	10	the	the	DET
fis-4053	73	11	concrete	concrete	ADJ
fis-4053	73	12	slab	slab	NOUN
fis-4053	73	13	and	and	CCONJ
fis-4053	73	14	the	the	DET
fis-4053	73	15	lvl	lvl	NOUN
fis-4053	73	16	joist	joist	NOUN
fis-4053	73	17	as	as	ADP
fis-4053	73	18	a	a	DET
fis-4053	73	19	lost	lose	VERB
fis-4053	73	20	framework	framework	NOUN
fis-4053	73	21	is	be	AUX
fis-4053	73	22	also	also	ADV
fis-4053	73	23	simulated	simulate	VERB
fis-4053	73	24	as	as	ADP
fis-4053	73	25	a	a	DET
fis-4053	73	26	solid	solid	ADJ
fis-4053	73	27	3d	3d	NUM
fis-4053	73	28	object	object	NOUN
fis-4053	73	29	of	of	ADP
fis-4053	73	30	17	17	NUM
fis-4053	73	31	mm	mm	NUM
fis-4053	73	32	depth	depth	NOUN
fis-4053	73	33	.	.	PUNCT
fis-4053	74	1	a	a	DET
fis-4053	74	2	h.	h.	PROPN
fis-4053	74	3	zine	zine	PROPN
fis-4053	74	4	laabidine	laabidine	NOUN
fis-4053	74	5	et	et	PROPN
fis-4053	74	6	alii	alii	PROPN
fis-4053	74	7	,	,	PUNCT
fis-4053	74	8	frattura	frattura	PROPN
fis-4053	74	9	ed	ed	PROPN
fis-4053	74	10	integrità	integrità	PROPN
fis-4053	74	11	strutturale	strutturale	PROPN
fis-4053	74	12	,	,	PUNCT
fis-4053	74	13	64	64	NUM
fis-4053	74	14	(	(	PUNCT
fis-4053	74	15	2023	2023	NUM
fis-4053	74	16	)	)	PUNCT
fis-4053	74	17	186	186	NUM
fis-4053	74	18	-	-	SYM
fis-4053	74	19	203	203	NUM
fis-4053	74	20	;	;	PUNCT
fis-4053	74	21	doi	doi	NOUN
fis-4053	74	22	:	:	PUNCT
fis-4053	74	23	10.3221	10.3221	NUM
fis-4053	74	24	/	/	SYM
fis-4053	74	25	igf	igf	PROPN
fis-4053	74	26	-	-	PUNCT
fis-4053	74	27	esis.64.12	esis.64.12	PROPN
fis-4053	74	28	190	190	NUM
fis-4053	74	29	both	both	DET
fis-4053	74	30	the	the	DET
fis-4053	74	31	reinforcements	reinforcement	NOUN
fis-4053	74	32	and	and	CCONJ
fis-4053	74	33	the	the	DET
fis-4053	74	34	screw	screw	ADJ
fis-4053	74	35	connectors	connector	NOUN
fis-4053	74	36	are	be	AUX
fis-4053	74	37	embedded	embed	VERB
fis-4053	74	38	in	in	ADP
fis-4053	74	39	the	the	DET
fis-4053	74	40	concrete	concrete	ADJ
fis-4053	74	41	slab	slab	NOUN
fis-4053	74	42	,	,	PUNCT
fis-4053	74	43	so	so	SCONJ
fis-4053	74	44	the	the	DET
fis-4053	74	45	“	"	PUNCT
fis-4053	74	46	embedded	embed	VERB
fis-4053	74	47	region	region	NOUN
fis-4053	74	48	”	"	PUNCT
fis-4053	74	49	option	option	NOUN
fis-4053	74	50	was	be	AUX
fis-4053	74	51	chosen	choose	VERB
fis-4053	74	52	.	.	PUNCT
fis-4053	75	1	all	all	DET
fis-4053	75	2	parts	part	NOUN
fis-4053	75	3	of	of	ADP
fis-4053	75	4	the	the	DET
fis-4053	75	5	tcc	tcc	PROPN
fis-4053	75	6	beam	beam	NOUN
fis-4053	75	7	models	model	NOUN
fis-4053	75	8	were	be	AUX
fis-4053	75	9	assembled	assemble	VERB
fis-4053	75	10	in	in	ADP
fis-4053	75	11	their	their	PRON
fis-4053	75	12	proper	proper	ADJ
fis-4053	75	13	locations	location	NOUN
fis-4053	75	14	.	.	PUNCT
fis-4053	76	1	all	all	DET
fis-4053	76	2	the	the	DET
fis-4053	76	3	contacts	contact	NOUN
fis-4053	76	4	between	between	ADP
fis-4053	76	5	the	the	DET
fis-4053	76	6	components	component	NOUN
fis-4053	76	7	are	be	AUX
fis-4053	76	8	defined	define	VERB
fis-4053	76	9	as	as	ADP
fis-4053	76	10	“	"	PUNCT
fis-4053	76	11	normal	normal	ADJ
fis-4053	76	12	contacts	contact	NOUN
fis-4053	76	13	”	"	PUNCT
fis-4053	76	14	,	,	PUNCT
fis-4053	76	15	which	which	PRON
fis-4053	76	16	is	be	AUX
fis-4053	76	17	defined	define	VERB
fis-4053	76	18	by	by	ADP
fis-4053	76	19	the	the	DET
fis-4053	76	20	“	"	PUNCT
fis-4053	76	21	hard	hard	ADJ
fis-4053	76	22	contact	contact	NOUN
fis-4053	76	23	”	"	PUNCT
fis-4053	76	24	option	option	NOUN
fis-4053	76	25	,	,	PUNCT
fis-4053	76	26	while	while	SCONJ
fis-4053	76	27	“	"	PUNCT
fis-4053	76	28	penalty	penalty	NOUN
fis-4053	76	29	”	"	PUNCT
fis-4053	76	30	was	be	AUX
fis-4053	76	31	selected	select	VERB
fis-4053	76	32	for	for	ADP
fis-4053	76	33	tangential	tangential	ADJ
fis-4053	76	34	behaviour	behaviour	NOUN
fis-4053	76	35	with	with	ADP
fis-4053	76	36	different	different	ADJ
fis-4053	76	37	friction	friction	NOUN
fis-4053	76	38	coefficients	coefficient	NOUN
fis-4053	76	39	.	.	PUNCT
fis-4053	77	1	a	a	DET
fis-4053	77	2	loading	loading	NOUN
fis-4053	77	3	displacement	displacement	NOUN
fis-4053	77	4	was	be	AUX
fis-4053	77	5	imposed	impose	VERB
fis-4053	77	6	at	at	ADP
fis-4053	77	7	a	a	DET
fis-4053	77	8	reference	reference	NOUN
fis-4053	77	9	point	point	NOUN
fis-4053	77	10	coupled	couple	VERB
fis-4053	77	11	to	to	ADP
fis-4053	77	12	the	the	DET
fis-4053	77	13	load	load	NOUN
fis-4053	77	14	application	application	NOUN
fis-4053	77	15	surface	surface	NOUN
fis-4053	77	16	at	at	ADP
fis-4053	77	17	the	the	DET
fis-4053	77	18	third	third	ADJ
fis-4053	77	19	span	span	NOUN
fis-4053	77	20	of	of	ADP
fis-4053	77	21	the	the	DET
fis-4053	77	22	tcc	tcc	PROPN
fis-4053	77	23	beam	beam	NOUN
fis-4053	77	24	.	.	PUNCT
fis-4053	78	1	while	while	SCONJ
fis-4053	78	2	the	the	DET
fis-4053	78	3	loading	loading	NOUN
fis-4053	78	4	force	force	NOUN
fis-4053	78	5	is	be	AUX
fis-4053	78	6	obtained	obtain	VERB
fis-4053	78	7	by	by	ADP
fis-4053	78	8	measuring	measure	VERB
fis-4053	78	9	the	the	DET
fis-4053	78	10	reaction	reaction	NOUN
fis-4053	78	11	force	force	NOUN
fis-4053	78	12	at	at	ADP
fis-4053	78	13	the	the	DET
fis-4053	78	14	same	same	ADJ
fis-4053	78	15	point	point	NOUN
fis-4053	78	16	.	.	PUNCT
fis-4053	79	1	this	this	DET
fis-4053	79	2	procedure	procedure	NOUN
fis-4053	79	3	enables	enable	VERB
fis-4053	79	4	the	the	DET
fis-4053	79	5	model	model	NOUN
fis-4053	79	6	to	to	PART
fis-4053	79	7	capture	capture	VERB
fis-4053	79	8	the	the	DET
fis-4053	79	9	maximum	maximum	ADJ
fis-4053	79	10	force	force	NOUN
fis-4053	79	11	registered	register	VERB
fis-4053	79	12	in	in	ADP
fis-4053	79	13	the	the	DET
fis-4053	79	14	bending	bend	VERB
fis-4053	79	15	process	process	NOUN
fis-4053	79	16	.	.	PUNCT
fis-4053	80	1	the	the	DET
fis-4053	80	2	mid	mid	ADJ
fis-4053	80	3	-	-	ADJ
fis-4053	80	4	span	span	NOUN
fis-4053	80	5	deflection	deflection	NOUN
fis-4053	80	6	was	be	AUX
fis-4053	80	7	extracted	extract	VERB
fis-4053	80	8	from	from	ADP
fis-4053	80	9	a	a	DET
fis-4053	80	10	reference	reference	NOUN
fis-4053	80	11	point	point	NOUN
fis-4053	80	12	set	set	VERB
fis-4053	80	13	at	at	ADP
fis-4053	80	14	mid	mid	NOUN
fis-4053	80	15	-	-	NOUN
fis-4053	80	16	span	span	NOUN
fis-4053	80	17	as	as	SCONJ
fis-4053	80	18	shown	show	VERB
fis-4053	80	19	in	in	ADP
fis-4053	80	20	fig	fig	NOUN
fis-4053	80	21	.	.	PUNCT
fis-4053	81	1	5	5	X
fis-4053	81	2	.	.	X
fis-4053	81	3	figure	figure	NOUN
fis-4053	81	4	5	5	NUM
fis-4053	81	5	:	:	PUNCT
fis-4053	81	6	the	the	DET
fis-4053	81	7	modelled	model	VERB
fis-4053	81	8	tcc	tcc	PROPN
fis-4053	81	9	beam	beam	NOUN
fis-4053	81	10	with	with	ADP
fis-4053	81	11	different	different	ADJ
fis-4053	81	12	components	component	NOUN
fis-4053	81	13	and	and	CCONJ
fis-4053	81	14	boundary	boundary	ADJ
fis-4053	81	15	conditions	condition	NOUN
fis-4053	81	16	.	.	PUNCT
fis-4053	82	1	mesh	mesh	VERB
fis-4053	82	2	the	the	DET
fis-4053	82	3	concrete	concrete	ADJ
fis-4053	82	4	slab	slab	NOUN
fis-4053	82	5	,	,	PUNCT
fis-4053	82	6	the	the	DET
fis-4053	82	7	lvl	lvl	NOUN
fis-4053	82	8	beam	beam	NOUN
fis-4053	82	9	,	,	PUNCT
fis-4053	82	10	the	the	DET
fis-4053	82	11	osb	osb	PROPN
fis-4053	82	12	plate	plate	NOUN
fis-4053	82	13	and	and	CCONJ
fis-4053	82	14	the	the	DET
fis-4053	82	15	screw	screw	ADJ
fis-4053	82	16	connectors	connector	NOUN
fis-4053	82	17	were	be	AUX
fis-4053	82	18	modelled	model	VERB
fis-4053	82	19	using	use	VERB
fis-4053	82	20	the	the	DET
fis-4053	82	21	8	8	NUM
fis-4053	82	22	-	-	PUNCT
fis-4053	82	23	node	node	ADJ
fis-4053	82	24	linear	linear	ADJ
fis-4053	82	25	brick	brick	NOUN
fis-4053	82	26	element	element	NOUN
fis-4053	82	27	with	with	ADP
fis-4053	82	28	reduced	reduced	ADJ
fis-4053	82	29	integration	integration	NOUN
fis-4053	82	30	“	"	PUNCT
fis-4053	82	31	c3d8r	c3d8r	NUM
fis-4053	82	32	”	"	PUNCT
fis-4053	82	33	.	.	PUNCT
fis-4053	83	1	the	the	DET
fis-4053	83	2	element	element	NOUN
fis-4053	83	3	has	have	VERB
fis-4053	83	4	the	the	DET
fis-4053	83	5	potential	potential	NOUN
fis-4053	83	6	to	to	PART
fis-4053	83	7	be	be	AUX
fis-4053	83	8	used	use	VERB
fis-4053	83	9	in	in	ADP
fis-4053	83	10	a	a	DET
fis-4053	83	11	wide	wide	ADJ
fis-4053	83	12	range	range	NOUN
fis-4053	83	13	of	of	ADP
fis-4053	83	14	nonlinear	nonlinear	ADJ
fis-4053	83	15	analyses	analysis	NOUN
fis-4053	83	16	including	include	VERB
fis-4053	83	17	plasticity	plasticity	NOUN
fis-4053	83	18	,	,	PUNCT
fis-4053	83	19	contact	contact	NOUN
fis-4053	83	20	,	,	PUNCT
fis-4053	83	21	large	large	ADJ
fis-4053	83	22	displacements	displacement	NOUN
fis-4053	83	23	,	,	PUNCT
fis-4053	83	24	and	and	CCONJ
fis-4053	83	25	failure	failure	NOUN
fis-4053	83	26	[	[	X
fis-4053	83	27	16	16	NUM
fis-4053	83	28	]	]	PUNCT
fis-4053	83	29	.	.	PUNCT
fis-4053	84	1	the	the	DET
fis-4053	84	2	concrete	concrete	ADJ
fis-4053	84	3	reinforcement	reinforcement	NOUN
fis-4053	84	4	was	be	AUX
fis-4053	84	5	modelled	model	VERB
fis-4053	84	6	using	use	VERB
fis-4053	84	7	the	the	DET
fis-4053	84	8	truss	truss	ADJ
fis-4053	84	9	element	element	NOUN
fis-4053	84	10	t3d2	t3d2	ADP
fis-4053	84	11	,	,	PUNCT
fis-4053	84	12	which	which	PRON
fis-4053	84	13	is	be	AUX
fis-4053	84	14	a	a	DET
fis-4053	84	15	linear	linear	ADJ
fis-4053	84	16	element	element	NOUN
fis-4053	84	17	with	with	ADP
fis-4053	84	18	two	two	NUM
fis-4053	84	19	nodes	node	NOUN
fis-4053	84	20	.	.	PUNCT
fis-4053	85	1	in	in	ADP
fis-4053	85	2	order	order	NOUN
fis-4053	85	3	to	to	PART
fis-4053	85	4	reduce	reduce	VERB
fis-4053	85	5	computational	computational	ADJ
fis-4053	85	6	effort	effort	NOUN
fis-4053	85	7	,	,	PUNCT
fis-4053	85	8	a	a	DET
fis-4053	85	9	finer	fine	ADJ
fis-4053	85	10	mesh	mesh	NOUN
fis-4053	85	11	was	be	AUX
fis-4053	85	12	applied	apply	VERB
fis-4053	85	13	to	to	ADP
fis-4053	85	14	the	the	DET
fis-4053	85	15	notch	notch	ADJ
fis-4053	85	16	connection	connection	NOUN
fis-4053	85	17	and	and	CCONJ
fis-4053	85	18	the	the	DET
fis-4053	85	19	surrounding	surround	VERB
fis-4053	85	20	lvl	lvl	NOUN
fis-4053	85	21	region	region	NOUN
fis-4053	85	22	.	.	PUNCT
fis-4053	86	1	for	for	ADP
fis-4053	86	2	the	the	DET
fis-4053	86	3	rest	rest	NOUN
fis-4053	86	4	of	of	ADP
fis-4053	86	5	the	the	DET
fis-4053	86	6	model	model	NOUN
fis-4053	86	7	,	,	PUNCT
fis-4053	86	8	a	a	DET
fis-4053	86	9	reasonable	reasonable	ADJ
fis-4053	86	10	mesh	mesh	NOUN
fis-4053	86	11	was	be	AUX
fis-4053	86	12	used	use	VERB
fis-4053	86	13	.	.	PUNCT
fis-4053	87	1	the	the	DET
fis-4053	87	2	general	general	ADJ
fis-4053	87	3	view	view	NOUN
fis-4053	87	4	of	of	ADP
fis-4053	87	5	finite	finite	ADJ
fis-4053	87	6	element	element	NOUN
fis-4053	87	7	mesh	mesh	NOUN
fis-4053	87	8	of	of	ADP
fis-4053	87	9	the	the	DET
fis-4053	87	10	simulated	simulate	VERB
fis-4053	87	11	tcc	tcc	PROPN
fis-4053	87	12	beams	beam	NOUN
fis-4053	87	13	is	be	AUX
fis-4053	87	14	presented	present	VERB
fis-4053	87	15	in	in	ADP
fis-4053	87	16	figs	fig	NOUN
fis-4053	87	17	.	.	PUNCT
fis-4053	88	1	6	6	NUM
fis-4053	88	2	-	-	SYM
fis-4053	88	3	7	7	NUM
fis-4053	88	4	.	.	PUNCT
fis-4053	89	1	a	a	DET
fis-4053	89	2	precise	precise	ADJ
fis-4053	89	3	view	view	NOUN
fis-4053	89	4	of	of	ADP
fis-4053	89	5	the	the	DET
fis-4053	89	6	connectors	connector	NOUN
fis-4053	89	7	where	where	SCONJ
fis-4053	89	8	a	a	DET
fis-4053	89	9	finer	fine	ADJ
fis-4053	89	10	mesh	mesh	NOUN
fis-4053	89	11	is	be	AUX
fis-4053	89	12	applied	apply	VERB
fis-4053	89	13	is	be	AUX
fis-4053	89	14	shown	show	VERB
fis-4053	89	15	in	in	ADP
fis-4053	89	16	fig	fig	NOUN
fis-4053	89	17	.	.	PUNCT
fis-4053	90	1	8	8	X
fis-4053	90	2	.	.	X
fis-4053	90	3	figure	figure	VERB
fis-4053	90	4	6	6	NUM
fis-4053	90	5	:	:	PUNCT
fis-4053	90	6	mesh	mesh	NOUN
fis-4053	90	7	of	of	ADP
fis-4053	90	8	the	the	DET
fis-4053	90	9	simulated	simulate	VERB
fis-4053	90	10	tcc	tcc	PROPN
fis-4053	90	11	beams	beam	NOUN
fis-4053	90	12	with	with	ADP
fis-4053	90	13	reduction	reduction	NOUN
fis-4053	90	14	section	section	NOUN
fis-4053	90	15	:	:	PUNCT
fis-4053	90	16	a1	a1	NOUN
fis-4053	90	17	,	,	PUNCT
fis-4053	90	18	b1	b1	NOUN
fis-4053	90	19	,	,	PUNCT
fis-4053	90	20	b2	b2	NOUN
fis-4053	90	21	,	,	PUNCT
fis-4053	90	22	c1	c1	PROPN
fis-4053	90	23	and	and	CCONJ
fis-4053	90	24	c2	c2	PROPN
fis-4053	90	25	.	.	PUNCT
fis-4053	91	1	h.	h.	PROPN
fis-4053	91	2	zine	zine	PROPN
fis-4053	91	3	laabidine	laabidine	NOUN
fis-4053	91	4	et	et	PROPN
fis-4053	91	5	alii	alii	PROPN
fis-4053	91	6	,	,	PUNCT
fis-4053	91	7	frattura	frattura	PROPN
fis-4053	91	8	ed	ed	PROPN
fis-4053	91	9	integrità	integrità	PROPN
fis-4053	91	10	strutturale	strutturale	PROPN
fis-4053	91	11	,	,	PUNCT
fis-4053	91	12	64	64	NUM
fis-4053	91	13	(	(	PUNCT
fis-4053	91	14	2023	2023	NUM
fis-4053	91	15	)	)	PUNCT
fis-4053	91	16	186	186	NUM
fis-4053	91	17	-	-	SYM
fis-4053	91	18	203	203	NUM
fis-4053	91	19	;	;	PUNCT
fis-4053	91	20	doi	doi	NOUN
fis-4053	91	21	:	:	PUNCT
fis-4053	91	22	10.3221	10.3221	NUM
fis-4053	91	23	/	/	SYM
fis-4053	91	24	igf	igf	PROPN
fis-4053	91	25	-	-	PUNCT
fis-4053	91	26	esis.64.12	esis.64.12	PROPN
fis-4053	91	27	191	191	NUM
fis-4053	91	28	figure	figure	NOUN
fis-4053	91	29	7	7	NUM
fis-4053	91	30	:	:	PUNCT
fis-4053	91	31	mesh	mesh	NOUN
fis-4053	91	32	of	of	ADP
fis-4053	91	33	the	the	DET
fis-4053	91	34	simulated	simulate	VERB
fis-4053	91	35	tcc	tcc	PROPN
fis-4053	91	36	beams	beam	NOUN
fis-4053	91	37	with	with	ADP
fis-4053	91	38	full	full	ADJ
fis-4053	91	39	section	section	NOUN
fis-4053	91	40	:	:	PUNCT
fis-4053	91	41	g1	g1	PROPN
fis-4053	91	42	and	and	CCONJ
fis-4053	91	43	f1	f1	PROPN
fis-4053	91	44	.	.	PUNCT
fis-4053	92	1	figure	figure	NOUN
fis-4053	92	2	8	8	NUM
fis-4053	92	3	:	:	PUNCT
fis-4053	92	4	modelling	modelling	NOUN
fis-4053	92	5	of	of	ADP
fis-4053	92	6	r300	r300	NUM
fis-4053	92	7	rectangular	rectangular	ADJ
fis-4053	92	8	notch	notch	NOUN
fis-4053	92	9	,	,	PUNCT
fis-4053	92	10	r150	r150	PROPN
fis-4053	92	11	rectangular	rectangular	ADJ
fis-4053	92	12	notch	notch	NOUN
fis-4053	92	13	and	and	CCONJ
fis-4053	92	14	triangular	triangular	NOUN
fis-4053	92	15	notch	notch	ADJ
fis-4053	92	16	with	with	ADP
fis-4053	92	17	embedded	embed	VERB
fis-4053	92	18	screw	screw	NOUN
fis-4053	92	19	of	of	ADP
fis-4053	92	20	16	16	NUM
fis-4053	92	21	mm	mm	NOUN
fis-4053	92	22	diameter	diameter	NOUN
fis-4053	92	23	and	and	CCONJ
fis-4053	92	24	toothed	toothed	ADJ
fis-4053	92	25	metal	metal	NOUN
fis-4053	92	26	plate	plate	NOUN
fis-4053	92	27	connection	connection	NOUN
fis-4053	92	28	.	.	PUNCT
fis-4053	93	1	materials	material	NOUN
fis-4053	93	2	constitutive	constitutive	ADJ
fis-4053	93	3	models	model	NOUN
fis-4053	93	4	the	the	DET
fis-4053	93	5	lvl	lvl	NOUN
fis-4053	93	6	timber	timber	NOUN
fis-4053	93	7	is	be	AUX
fis-4053	93	8	simulated	simulate	VERB
fis-4053	93	9	as	as	ADP
fis-4053	93	10	an	an	DET
fis-4053	93	11	orthotropic	orthotropic	ADJ
fis-4053	93	12	material	material	NOUN
fis-4053	93	13	,	,	PUNCT
fis-4053	93	14	the	the	DET
fis-4053	93	15	constitutive	constitutive	ADJ
fis-4053	93	16	relationship	relationship	NOUN
fis-4053	93	17	for	for	ADP
fis-4053	93	18	three	three	NUM
fis-4053	93	19	-	-	PUNCT
fis-4053	93	20	dimensional	dimensional	ADJ
fis-4053	93	21	orthotropic	orthotropic	ADJ
fis-4053	93	22	linear	linear	NOUN
fis-4053	93	23	elasticity	elasticity	NOUN
fis-4053	93	24	is	be	AUX
fis-4053	93	25	given	give	VERB
fis-4053	93	26	by	by	ADP
fis-4053	93	27	eqn	eqn	NOUN
fis-4053	93	28	.	.	PUNCT
fis-4053	94	1	1	1	NUM
fis-4053	94	2	:	:	PUNCT
fis-4053	94	3			NOUN
fis-4053	94	4			NUM
fis-4053	94	5			PROPN
fis-4053	94	6			PROPN
fis-4053	94	7			PROPN
fis-4053	94	8			NOUN
fis-4053	94	9			PROPN
fis-4053	94	10			PROPN
fis-4053	94	11			PROPN
fis-4053	94	12			NOUN
fis-4053	94	13			PROPN
fis-4053	94	14			NOUN
fis-4053	94	15			PROPN
fis-4053	94	16			NOUN
fis-4053	94	17			PUNCT
fis-4053	94	18			X
fis-4053	94	19			ADP
fis-4053	95	1			NOUN
fis-4053	95	2			NOUN
fis-4053	96	1			NUM
fis-4053	96	2			NUM
fis-4053	96	3			NUM
fis-4053	96	4			NUM
fis-4053	96	5			NUM
fis-4053	96	6			NUM
fis-4053	96	7			NUM
fis-4053	96	8			NUM
fis-4053	96	9			NUM
fis-4053	96	10			NUM
fis-4053	96	11			NUM
fis-4053	96	12			NUM
fis-4053	96	13			NUM
fis-4053	96	14			PRON
fis-4053	96	15			NOUN
fis-4053	96	16			INTJ
fis-4053	97	1			NUM
fis-4053	97	2			NOUN
fis-4053	97	3			NUM
fis-4053	97	4			NUM
fis-4053	97	5			NUM
fis-4053	97	6			NUM
fis-4053	97	7			NUM
fis-4053	97	8			NUM
fis-4053	97	9			NUM
fis-4053	97	10			NUM
fis-4053	97	11			NUM
fis-4053	97	12			NUM
fis-4053	97	13			NUM
fis-4053	97	14			NUM
fis-4053	97	15			NUM
fis-4053	97	16			NUM
fis-4053	97	17			PRON
fis-4053	97	18			PROPN
fis-4053	97	19			PROPN
fis-4053	98	1			PROPN
fis-4053	98	2			PROPN
fis-4053	98	3			NUM
fis-4053	98	4	3121	3121	NUM
fis-4053	98	5	11	11	NUM
fis-4053	98	6	22	22	NUM
fis-4053	98	7	22	22	NUM
fis-4053	98	8	3212	3212	NUM
fis-4053	98	9	11	11	NUM
fis-4053	98	10	1122	1122	NUM
fis-4053	98	11	22	22	NUM
fis-4053	98	12	22	22	NUM
fis-4053	98	13	22	22	NUM
fis-4053	98	14	222321	222321	NUM
fis-4053	98	15	33	33	NUM
fis-4053	98	16	3311	3311	NUM
fis-4053	98	17	22	22	NUM
fis-4053	98	18	33	33	NUM
fis-4053	98	19	12	12	NUM
fis-4053	98	20	12	12	NUM
fis-4053	98	21	2313	2313	NUM
fis-4053	98	22	13	13	NUM
fis-4053	98	23	12	12	NUM
fis-4053	98	24	12	12	NUM
fis-4053	98	25	13	13	NUM
fis-4053	98	26	12	12	NUM
fis-4053	98	27	1	1	NUM
fis-4053	98	28	0	0	NUM
fis-4053	98	29	0	0	NUM
fis-4053	98	30	0	0	NUM
fis-4053	98	31	1	1	NUM
fis-4053	98	32	0	0	NUM
fis-4053	98	33	0	0	NUM
fis-4053	98	34	0	0	NUM
fis-4053	98	35	1	1	NUM
fis-4053	98	36	0	0	NUM
fis-4053	98	37	0	0	NUM
fis-4053	98	38	0	0	NUM
fis-4053	98	39	2	2	NUM
fis-4053	98	40	1	1	NUM
fis-4053	98	41	0	0	NUM
fis-4053	98	42	0	0	NUM
fis-4053	98	43	0	0	NUM
fis-4053	98	44	0	0	NUM
fis-4053	98	45	0	0	NUM
fis-4053	98	46	2	2	NUM
fis-4053	98	47	12	12	NUM
fis-4053	98	48	0	0	NUM
fis-4053	98	49	0	0	NUM
fis-4053	98	50	0	0	NUM
fis-4053	98	51	0	0	NUM
fis-4053	98	52	0	0	NUM
fis-4053	98	53	1	1	NUM
fis-4053	98	54	0	0	NUM
fis-4053	98	55	0	0	NUM
fis-4053	98	56	0	0	NUM
fis-4053	98	57	0	0	NUM
fis-4053	98	58	0	0	NUM
fis-4053	98	59	e	e	NOUN
fis-4053	98	60	e	e	X
fis-4053	98	61	e	e	X
fis-4053	98	62	e	e	X
fis-4053	98	63	e	e	X
fis-4053	98	64	e	e	X
fis-4053	98	65	e	e	X
fis-4053	98	66	e	e	X
fis-4053	98	67	e	e	X
fis-4053	98	68	g	g	PROPN
fis-4053	98	69	g	g	PROPN
fis-4053	98	70	g	g	PROPN
fis-4053	98	71	(	(	PUNCT
fis-4053	98	72	1	1	NUM
fis-4053	98	73	)	)	PUNCT
fis-4053	98	74	h.	h.	NOUN
fis-4053	98	75	zine	zine	PROPN
fis-4053	98	76	laabidine	laabidine	NOUN
fis-4053	98	77	et	et	PROPN
fis-4053	98	78	alii	alii	PROPN
fis-4053	98	79	,	,	PUNCT
fis-4053	98	80	frattura	frattura	PROPN
fis-4053	98	81	ed	ed	PROPN
fis-4053	98	82	integrità	integrità	PROPN
fis-4053	98	83	strutturale	strutturale	PROPN
fis-4053	98	84	,	,	PUNCT
fis-4053	98	85	64	64	NUM
fis-4053	98	86	(	(	PUNCT
fis-4053	98	87	2023	2023	NUM
fis-4053	98	88	)	)	PUNCT
fis-4053	98	89	186	186	NUM
fis-4053	98	90	-	-	SYM
fis-4053	98	91	203	203	NUM
fis-4053	98	92	;	;	PUNCT
fis-4053	98	93	doi	doi	NOUN
fis-4053	98	94	:	:	PUNCT
fis-4053	98	95	10.3221	10.3221	NUM
fis-4053	98	96	/	/	SYM
fis-4053	98	97	igf	igf	PROPN
fis-4053	98	98	-	-	PUNCT
fis-4053	98	99	esis.64.12	esis.64.12	PROPN
fis-4053	98	100	192	192	NUM
fis-4053	98	101	while	while	NOUN
fis-4053	98	102	:	:	PUNCT
fis-4053	98	103	eii	eii	PROPN
fis-4053	98	104	is	be	AUX
fis-4053	98	105	modulus	modulus	NOUN
fis-4053	98	106	of	of	ADP
fis-4053	98	107	elasticity	elasticity	NOUN
fis-4053	98	108	in	in	ADP
fis-4053	98	109	i	i	PROPN
fis-4053	98	110	direction	direction	NOUN
fis-4053	98	111	.	.	PUNCT
fis-4053	99	1	νij	νij	PROPN
fis-4053	99	2	is	be	AUX
fis-4053	99	3	poison‘s	poison‘s	PROPN
fis-4053	99	4	ratio	ratio	NOUN
fis-4053	99	5	of	of	ADP
fis-4053	99	6	orthotropic	orthotropic	ADJ
fis-4053	99	7	material	material	NOUN
fis-4053	99	8	.	.	PUNCT
fis-4053	100	1	gij	gij	PROPN
fis-4053	100	2	is	be	AUX
fis-4053	100	3	shear	shear	ADJ
fis-4053	100	4	modulus	modulus	NOUN
fis-4053	100	5	in	in	ADP
fis-4053	100	6	plane	plane	NOUN
fis-4053	100	7	with	with	ADP
fis-4053	100	8	normal	normal	ADJ
fis-4053	100	9	of	of	ADP
fis-4053	100	10	i	i	PRON
fis-4053	100	11	and	and	CCONJ
fis-4053	100	12	in	in	ADP
fis-4053	100	13	the	the	DET
fis-4053	100	14	j	j	PROPN
fis-4053	100	15	direction	direction	NOUN
fis-4053	100	16	.	.	PUNCT
fis-4053	101	1	σij	σij	NOUN
fis-4053	101	2	is	be	AUX
fis-4053	101	3	normal	normal	ADJ
fis-4053	101	4	stress	stress	NOUN
fis-4053	101	5	in	in	ADP
fis-4053	101	6	i	i	PRON
fis-4053	101	7	direction	direction	NOUN
fis-4053	101	8	.	.	PUNCT
fis-4053	102	1	τij	τij	NOUN
fis-4053	102	2	is	be	AUX
fis-4053	102	3	shear	shear	ADJ
fis-4053	102	4	stress	stress	NOUN
fis-4053	102	5	in	in	ADP
fis-4053	102	6	plane	plane	NOUN
fis-4053	102	7	with	with	ADP
fis-4053	102	8	normal	normal	ADJ
fis-4053	102	9	of	of	ADP
fis-4053	102	10	i	i	PRON
fis-4053	102	11	and	and	CCONJ
fis-4053	102	12	in	in	ADP
fis-4053	102	13	the	the	DET
fis-4053	102	14	direction	direction	NOUN
fis-4053	102	15	of	of	ADP
fis-4053	102	16	j.	j.	PROPN
fis-4053	102	17	εij	εij	PROPN
fis-4053	102	18	is	be	AUX
fis-4053	102	19	strain	strain	NOUN
fis-4053	102	20	vector	vector	NOUN
fis-4053	102	21	.	.	PUNCT
fis-4053	103	1	for	for	ADP
fis-4053	103	2	this	this	DET
fis-4053	103	3	numerical	numerical	ADJ
fis-4053	103	4	study	study	NOUN
fis-4053	103	5	,	,	PUNCT
fis-4053	103	6	a	a	DET
fis-4053	103	7	realistic	realistic	ADJ
fis-4053	103	8	parameters	parameter	NOUN
fis-4053	103	9	of	of	ADP
fis-4053	103	10	the	the	DET
fis-4053	103	11	orthotropic	orthotropic	ADJ
fis-4053	103	12	behaviour	behaviour	NOUN
fis-4053	103	13	of	of	ADP
fis-4053	103	14	the	the	DET
fis-4053	103	15	timber	timber	NOUN
fis-4053	103	16	lvl	lvl	NOUN
fis-4053	103	17	are	be	AUX
fis-4053	103	18	adopted	adopt	VERB
fis-4053	103	19	and	and	CCONJ
fis-4053	103	20	mentioned	mention	VERB
fis-4053	103	21	in	in	ADP
fis-4053	103	22	tab	tab	NOUN
fis-4053	103	23	.2	.2	NUM
fis-4053	104	1	[	[	X
fis-4053	104	2	17	17	NUM
fis-4053	104	3	]	]	SYM
fis-4053	104	4	:	:	PUNCT
fis-4053	104	5	e11	e11	PROPN
fis-4053	104	6	e22	e22	PROPN
fis-4053	104	7	e33	e33	PROPN
fis-4053	104	8	ν12	ν12	PROPN
fis-4053	104	9	ν13	ν13	PROPN
fis-4053	104	10	ν23	ν23	PROPN
fis-4053	104	11	g12	g12	PROPN
fis-4053	104	12	g13	g13	PROPN
fis-4053	104	13	g23	g23	PROPN
fis-4053	104	14	12000	12000	NUM
fis-4053	104	15	485	485	NUM
fis-4053	104	16	280	280	NUM
fis-4053	104	17	0.0464	0.0464	NUM
fis-4053	104	18	0.365	0.365	NUM
fis-4053	104	19	0.309	0.309	NUM
fis-4053	104	20	600	600	NUM
fis-4053	104	21	600	600	NUM
fis-4053	104	22	24	24	NUM
fis-4053	104	23	table	table	NOUN
fis-4053	104	24	2	2	NUM
fis-4053	104	25	:	:	PUNCT
fis-4053	104	26	timber	timber	NOUN
fis-4053	104	27	lvl	lvl	NOUN
fis-4053	104	28	elastic	elastic	ADJ
fis-4053	104	29	orthotropic	orthotropic	ADJ
fis-4053	104	30	parameters	parameter	NOUN
fis-4053	104	31	[	[	X
fis-4053	104	32	17	17	NUM
fis-4053	104	33	]	]	PUNCT
fis-4053	104	34	.	.	PUNCT
fis-4053	105	1	the	the	DET
fis-4053	105	2	tensile	tensile	NOUN
fis-4053	105	3	strength	strength	NOUN
fis-4053	105	4	is	be	AUX
fis-4053	105	5	33.4	33.4	NUM
fis-4053	105	6	mpa	mpa	NOUN
fis-4053	105	7	,	,	PUNCT
fis-4053	105	8	and	and	CCONJ
fis-4053	105	9	the	the	DET
fis-4053	105	10	shear	shear	NOUN
fis-4053	105	11	strength	strength	NOUN
fis-4053	105	12	is	be	AUX
fis-4053	105	13	5.3	5.3	NUM
fis-4053	105	14	mpa	mpa	NOUN
fis-4053	106	1	[	[	X
fis-4053	106	2	18	18	NUM
fis-4053	106	3	]	]	PUNCT
fis-4053	106	4	.	.	PUNCT
fis-4053	107	1	for	for	ADP
fis-4053	107	2	the	the	DET
fis-4053	107	3	plastic	plastic	ADJ
fis-4053	107	4	behaviour	behaviour	NOUN
fis-4053	107	5	,	,	PUNCT
fis-4053	107	6	the	the	DET
fis-4053	107	7	option	option	NOUN
fis-4053	107	8	“	"	PUNCT
fis-4053	107	9	potential	potential	NOUN
fis-4053	107	10	”	"	PUNCT
fis-4053	107	11	was	be	AUX
fis-4053	107	12	added	add	VERB
fis-4053	107	13	with	with	ADP
fis-4053	107	14	the	the	DET
fis-4053	107	15	following	follow	VERB
fis-4053	107	16	parameters	parameter	NOUN
fis-4053	107	17	:	:	PUNCT
fis-4053	107	18	0	0	NUM
fis-4053	107	19	11	11	NUM
fis-4053	107	20	eq	eq	NOUN
fis-4053	107	21	σ	σ	NOUN
fis-4053	107	22	r	r	NOUN
fis-4053	107	23	=	=	SYM
fis-4053	107	24	  	  	SPACE
fis-4053	107	25	σ	σ	PROPN
fis-4053	107	26	(	(	PUNCT
fis-4053	107	27	2	2	NUM
fis-4053	107	28	)	)	PUNCT
fis-4053	107	29	90	90	NUM
fis-4053	107	30	22	22	NUM
fis-4053	107	31	33	33	NUM
fis-4053	107	32	eq	eq	NOUN
fis-4053	107	33	σ	σ	NOUN
fis-4053	107	34	r	r	NOUN
fis-4053	107	35	=	=	NOUN
fis-4053	107	36	r	r	NOUN
fis-4053	107	37	=	=	SYM
fis-4053	107	38	σ	σ	PROPN
fis-4053	107	39	(	(	PUNCT
fis-4053	107	40	3	3	NUM
fis-4053	107	41	)	)	PUNCT
fis-4053	107	42	ν	ν	NOUN
fis-4053	107	43	12	12	NUM
fis-4053	107	44	13	13	NUM
fis-4053	107	45	23	23	NUM
fis-4053	107	46	eq	eq	NOUN
fis-4053	107	47	3σ	3σ	NUM
fis-4053	107	48	r	r	NOUN
fis-4053	107	49	=	=	NOUN
fis-4053	107	50	r	r	NOUN
fis-4053	107	51	=	=	SYM
fis-4053	107	52	r	r	NOUN
fis-4053	107	53	=	=	SYM
fis-4053	107	54	σ	σ	PROPN
fis-4053	107	55	(	(	PUNCT
fis-4053	107	56	4	4	NUM
fis-4053	107	57	)	)	PUNCT
fis-4053	107	58	while	while	SCONJ
fis-4053	107	59	σ0	σ0	NOUN
fis-4053	107	60	is	be	AUX
fis-4053	107	61	the	the	DET
fis-4053	107	62	yielding	yield	VERB
fis-4053	107	63	strength	strength	NOUN
fis-4053	107	64	in	in	ADP
fis-4053	107	65	the	the	DET
fis-4053	107	66	direction	direction	NOUN
fis-4053	107	67	parallel	parallel	ADJ
fis-4053	107	68	to	to	ADP
fis-4053	107	69	the	the	DET
fis-4053	107	70	grain	grain	NOUN
fis-4053	107	71	.	.	PUNCT
fis-4053	108	1	σ90	σ90	PROPN
fis-4053	108	2	 	 	SPACE
fis-4053	108	3	is	be	AUX
fis-4053	108	4	the	the	DET
fis-4053	108	5	yielding	yield	VERB
fis-4053	108	6	stress	stress	NOUN
fis-4053	108	7	in	in	ADP
fis-4053	108	8	the	the	DET
fis-4053	108	9	direction	direction	NOUN
fis-4053	108	10	perpendicular	perpendicular	NOUN
fis-4053	108	11	to	to	ADP
fis-4053	108	12	the	the	DET
fis-4053	108	13	grain	grain	NOUN
fis-4053	108	14	.	.	PUNCT
fis-4053	109	1	σeq	σeq	PROPN
fis-4053	109	2	 	 	SPACE
fis-4053	109	3	is	be	AUX
fis-4053	109	4	the	the	DET
fis-4053	109	5	equivalent	equivalent	ADJ
fis-4053	109	6	yielding	yield	VERB
fis-4053	109	7	strength	strength	NOUN
fis-4053	109	8	for	for	ADP
fis-4053	109	9	isotropic	isotropic	ADJ
fis-4053	109	10	behaviour	behaviour	NOUN
fis-4053	109	11	,	,	PUNCT
fis-4053	109	12	and	and	CCONJ
fis-4053	109	13	σeq	σeq	PROPN
fis-4053	109	14	is	be	AUX
fis-4053	109	15	taken	take	VERB
fis-4053	109	16	as	as	ADP
fis-4053	109	17	33.4	33.4	NUM
fis-4053	109	18	mpa	mpa	NOUN
fis-4053	109	19	in	in	ADP
fis-4053	109	20	the	the	DET
fis-4053	109	21	present	present	ADJ
fis-4053	109	22	paper	paper	NOUN
fis-4053	109	23	and	and	CCONJ
fis-4053	109	24	it	it	PRON
fis-4053	109	25	is	be	AUX
fis-4053	109	26	the	the	DET
fis-4053	109	27	reference	reference	NOUN
fis-4053	109	28	yield	yield	NOUN
fis-4053	109	29	.	.	PUNCT
fis-4053	110	1	in	in	ADP
fis-4053	110	2	this	this	DET
fis-4053	110	3	case	case	NOUN
fis-4053	110	4	,	,	PUNCT
fis-4053	110	5	it	it	PRON
fis-4053	110	6	equals	equal	VERB
fis-4053	110	7	σ0	σ0	PROPN
fis-4053	110	8	[	[	X
fis-4053	110	9	9	9	NUM
fis-4053	110	10	]	]	PUNCT
fis-4053	110	11	.	.	PUNCT
fis-4053	111	1	the	the	DET
fis-4053	111	2	osb	osb	PROPN
fis-4053	111	3	plate	plate	NOUN
fis-4053	111	4	is	be	AUX
fis-4053	111	5	simulated	simulate	VERB
fis-4053	111	6	as	as	ADP
fis-4053	111	7	an	an	DET
fis-4053	111	8	isotropic	isotropic	ADJ
fis-4053	111	9	material	material	NOUN
fis-4053	111	10	with	with	ADP
fis-4053	111	11	an	an	DET
fis-4053	111	12	elastic	elastic	ADJ
fis-4053	111	13	modulus	modulus	NOUN
fis-4053	111	14	equal	equal	ADJ
fis-4053	111	15	to	to	ADP
fis-4053	111	16	3253	3253	NUM
fis-4053	111	17	mpa	mpa	PROPN
fis-4053	111	18	[	[	X
fis-4053	111	19	19	19	NUM
fis-4053	111	20	]	]	PUNCT
fis-4053	111	21	.	.	PUNCT
fis-4053	112	1	the	the	DET
fis-4053	112	2	concrete	concrete	ADJ
fis-4053	112	3	grade	grade	NOUN
fis-4053	112	4	adopted	adopt	VERB
fis-4053	112	5	is	be	AUX
fis-4053	112	6	the	the	DET
fis-4053	112	7	same	same	ADJ
fis-4053	112	8	in	in	ADP
fis-4053	112	9	the	the	DET
fis-4053	112	10	experimental	experimental	ADJ
fis-4053	112	11	program	program	NOUN
fis-4053	112	12	with	with	ADP
fis-4053	112	13	an	an	DET
fis-4053	112	14	average	average	ADJ
fis-4053	112	15	density	density	NOUN
fis-4053	112	16	(	(	PUNCT
fis-4053	112	17	ρ	ρ	NOUN
fis-4053	112	18	)	)	PUNCT
fis-4053	112	19	of	of	ADP
fis-4053	112	20	3405	3405	NUM
fis-4053	112	21	kg	kg	NOUN
fis-4053	112	22	/	/	SYM
fis-4053	112	23	m3	m3	PROPN
fis-4053	112	24	.	.	PUNCT
fis-4053	113	1	the	the	DET
fis-4053	113	2	calculated	calculated	ADJ
fis-4053	113	3	elastic	elastic	ADJ
fis-4053	113	4	modulus	modulus	NOUN
fis-4053	113	5	depends	depend	VERB
fis-4053	113	6	on	on	ADP
fis-4053	113	7	the	the	DET
fis-4053	113	8	concrete	concrete	ADJ
fis-4053	113	9	compressive	compressive	ADJ
fis-4053	113	10	strength	strength	NOUN
fis-4053	113	11	(	(	PUNCT
fis-4053	113	12	f’c	f’c	PROPN
fis-4053	113	13	)	)	PUNCT
fis-4053	113	14	and	and	CCONJ
fis-4053	113	15	it	it	PRON
fis-4053	113	16	is	be	AUX
fis-4053	113	17	given	give	VERB
fis-4053	113	18	by	by	ADP
fis-4053	113	19	eqn	eqn	NOUN
fis-4053	113	20	.	.	PUNCT
fis-4053	114	1	5	5	NUM
fis-4053	115	1	[	[	SYM
fis-4053	115	2	11	11	NUM
fis-4053	115	3	]	]	PUNCT
fis-4053	115	4			NOUN
fis-4053	115	5			PROPN
fis-4053	115	6			PROPN
fis-4053	115	7			PROPN
fis-4053	116	1			ADJ
fis-4053	116	2			PROPN
fis-4053	116	3	c	c	VERB
fis-4053	116	4	c	c	NOUN
fis-4053	116	5	ρ	ρ	PROPN
fis-4053	116	6	e	e	NOUN
fis-4053	116	7	=(	=(	NOUN
fis-4053	116	8	3320	3320	NUM
fis-4053	116	9	f	f	NOUN
fis-4053	116	10	'	'	PUNCT
fis-4053	116	11	+6900	+6900	ADJ
fis-4053	116	12	)	)	PUNCT
fis-4053	116	13	*	*	SYM
fis-4053	116	14	2300	2300	NUM
fis-4053	116	15	(	(	PUNCT
fis-4053	116	16	5	5	X
fis-4053	116	17	)	)	PUNCT
fis-4053	116	18	its	its	PRON
fis-4053	116	19	values	value	NOUN
fis-4053	116	20	for	for	ADP
fis-4053	116	21	each	each	DET
fis-4053	116	22	tcc	tcc	PROPN
fis-4053	116	23	beam	beam	NOUN
fis-4053	116	24	is	be	AUX
fis-4053	116	25	listed	list	VERB
fis-4053	116	26	in	in	ADP
fis-4053	116	27	tab	tab	NOUN
fis-4053	116	28	.	.	PUNCT
fis-4053	117	1	3	3	NUM
fis-4053	117	2	.	.	NUM
fis-4053	117	3	n	n	CCONJ
fis-4053	117	4	°	°	NUM
fis-4053	117	5	beam	beam	PROPN
fis-4053	117	6	f’c(mpa	f’c(mpa	PROPN
fis-4053	117	7	)	)	PUNCT
fis-4053	117	8	ec	ec	PROPN
fis-4053	117	9	(	(	PUNCT
fis-4053	117	10	mpa	mpa	PROPN
fis-4053	117	11	)	)	PUNCT
fis-4053	117	12	1	1	NUM
fis-4053	117	13	a1,b1,c2	a1,b1,c2	NOUN
fis-4053	117	14	58	58	NUM
fis-4053	117	15	34413.26	34413.26	NUM
fis-4053	117	16	2	2	NUM
fis-4053	117	17	c1	c1	NOUN
fis-4053	117	18	,	,	PUNCT
fis-4053	117	19	d1,f1	d1,f1	PROPN
fis-4053	117	20	54.4	54.4	NUM
fis-4053	117	21	33560.79	33560.79	NUM
fis-4053	117	22	3	3	NUM
fis-4053	117	23	g1	g1	NOUN
fis-4053	117	24	48.2	48.2	NUM
fis-4053	117	25	32023.63	32023.63	NUM
fis-4053	117	26	4	4	NUM
fis-4053	117	27	b2	b2	NOUN
fis-4053	117	28	38.8	38.8	NUM
fis-4053	117	29	29490.20	29490.20	NUM
fis-4053	117	30	table	table	NOUN
fis-4053	117	31	3	3	NUM
fis-4053	117	32	:	:	PUNCT
fis-4053	117	33	the	the	DET
fis-4053	117	34	calculated	calculate	VERB
fis-4053	117	35	concrete	concrete	ADJ
fis-4053	117	36	elastic	elastic	ADJ
fis-4053	117	37	modulus	modulus	NOUN
fis-4053	117	38	for	for	ADP
fis-4053	117	39	each	each	DET
fis-4053	117	40	tcc	tcc	PROPN
fis-4053	117	41	beam	beam	NOUN
fis-4053	117	42	.	.	PUNCT
fis-4053	118	1	h.	h.	PROPN
fis-4053	118	2	zine	zine	PROPN
fis-4053	118	3	laabidine	laabidine	NOUN
fis-4053	118	4	et	et	PROPN
fis-4053	118	5	alii	alii	PROPN
fis-4053	118	6	,	,	PUNCT
fis-4053	118	7	frattura	frattura	PROPN
fis-4053	118	8	ed	ed	PROPN
fis-4053	118	9	integrità	integrità	PROPN
fis-4053	118	10	strutturale	strutturale	PROPN
fis-4053	118	11	,	,	PUNCT
fis-4053	118	12	64	64	NUM
fis-4053	118	13	(	(	PUNCT
fis-4053	118	14	2023	2023	NUM
fis-4053	118	15	)	)	PUNCT
fis-4053	118	16	186	186	NUM
fis-4053	118	17	-	-	SYM
fis-4053	118	18	203	203	NUM
fis-4053	118	19	;	;	PUNCT
fis-4053	118	20	doi	doi	NOUN
fis-4053	118	21	:	:	PUNCT
fis-4053	118	22	10.3221	10.3221	NUM
fis-4053	118	23	/	/	SYM
fis-4053	118	24	igf	igf	PROPN
fis-4053	118	25	-	-	PUNCT
fis-4053	118	26	esis.64.12	esis.64.12	PROPN
fis-4053	118	27	193	193	NUM
fis-4053	118	28	the	the	DET
fis-4053	118	29	concrete	concrete	ADJ
fis-4053	118	30	damaged	damage	VERB
fis-4053	118	31	plasticity	plasticity	NOUN
fis-4053	118	32	(	(	PUNCT
fis-4053	118	33	cdp	cdp	NOUN
fis-4053	118	34	)	)	PUNCT
fis-4053	118	35	available	available	ADJ
fis-4053	118	36	in	in	ADP
fis-4053	118	37	abaqus	abaqus	PROPN
fis-4053	118	38	material	material	NOUN
fis-4053	118	39	library	library	NOUN
fis-4053	118	40	was	be	AUX
fis-4053	118	41	employed	employ	VERB
fis-4053	119	1	[	[	X
fis-4053	119	2	20	20	NUM
fis-4053	119	3	]	]	PUNCT
fis-4053	119	4	.	.	PUNCT
fis-4053	120	1	the	the	DET
fis-4053	120	2	material	material	ADJ
fis-4053	120	3	dilation	dilation	NOUN
fis-4053	120	4	angle	angle	NOUN
fis-4053	120	5	(	(	PUNCT
fis-4053	120	6	ψ	ψ	NOUN
fis-4053	120	7	)	)	PUNCT
fis-4053	120	8	,	,	PUNCT
fis-4053	120	9	the	the	DET
fis-4053	120	10	eccentricity	eccentricity	NOUN
fis-4053	120	11	(	(	PUNCT
fis-4053	120	12	ε	ε	PROPN
fis-4053	120	13	)	)	PUNCT
fis-4053	120	14	,	,	PUNCT
fis-4053	120	15	the	the	DET
fis-4053	120	16	ratio	ratio	NOUN
fis-4053	120	17	of	of	ADP
fis-4053	120	18	biaxial	biaxial	ADJ
fis-4053	120	19	compressive	compressive	ADJ
fis-4053	120	20	strength	strength	NOUN
fis-4053	120	21	to	to	ADP
fis-4053	120	22	uniaxial	uniaxial	ADJ
fis-4053	120	23	compressive	compressive	ADJ
fis-4053	120	24	strength	strength	NOUN
fis-4053	120	25	(	(	PUNCT
fis-4053	120	26	fb0	fb0	NOUN
fis-4053	120	27	/	/	SYM
fis-4053	120	28	fc0	fc0	NOUN
fis-4053	120	29	)	)	PUNCT
fis-4053	120	30	and	and	CCONJ
fis-4053	120	31	tensile	tensile	VERB
fis-4053	120	32	to	to	PART
fis-4053	120	33	compressive	compressive	VERB
fis-4053	120	34	meridian	meridian	PROPN
fis-4053	120	35	ratio	ratio	NOUN
fis-4053	120	36	(	(	PUNCT
fis-4053	120	37	k	k	NOUN
fis-4053	120	38	)	)	PUNCT
fis-4053	120	39	are	be	AUX
fis-4053	120	40	mentioned	mention	VERB
fis-4053	120	41	in	in	ADP
fis-4053	120	42	tab	tab	NOUN
fis-4053	120	43	.	.	PUNCT
fis-4053	121	1	4	4	X
fis-4053	121	2	.	.	X
fis-4053	121	3	dilation	dilation	NOUN
fis-4053	121	4	angle	angle	NOUN
fis-4053	121	5	eccentricity	eccentricity	NOUN
fis-4053	121	6	fb0	fb0	PROPN
fis-4053	121	7	/	/	SYM
fis-4053	121	8	fc0	fc0	VERB
fis-4053	121	9	k	k	NOUN
fis-4053	121	10	viscosity	viscosity	NOUN
fis-4053	121	11	parameter	parameter	NOUN
fis-4053	121	12	35	35	NUM
fis-4053	121	13	0.1	0.1	NUM
fis-4053	121	14	1.16	1.16	NUM
fis-4053	121	15	0.667	0.667	NUM
fis-4053	121	16	0.01	0.01	NUM
fis-4053	121	17	table	table	NOUN
fis-4053	121	18	4	4	NUM
fis-4053	121	19	:	:	PUNCT
fis-4053	121	20	concrete	concrete	ADJ
fis-4053	121	21	damage	damage	NOUN
fis-4053	121	22	plasticity	plasticity	NOUN
fis-4053	121	23	(	(	PUNCT
fis-4053	121	24	cdp	cdp	NOUN
fis-4053	121	25	)	)	PUNCT
fis-4053	121	26	parameters	parameter	NOUN
fis-4053	121	27	adopted	adopt	VERB
fis-4053	121	28	in	in	ADP
fis-4053	121	29	the	the	DET
fis-4053	121	30	simulation	simulation	NOUN
fis-4053	121	31	.	.	PUNCT
fis-4053	122	1	an	an	DET
fis-4053	122	2	example	example	NOUN
fis-4053	122	3	of	of	ADP
fis-4053	122	4	the	the	DET
fis-4053	122	5	compressive	compressive	ADJ
fis-4053	122	6	and	and	CCONJ
fis-4053	122	7	tensile	tensile	NOUN
fis-4053	122	8	behaviour	behaviour	NOUN
fis-4053	122	9	for	for	ADP
fis-4053	122	10	a	a	DET
fis-4053	122	11	concrete	concrete	ADJ
fis-4053	122	12	grade	grade	NOUN
fis-4053	122	13	38	38	NUM
fis-4053	122	14	mpa	mpa	NOUN
fis-4053	122	15	is	be	AUX
fis-4053	122	16	shown	show	VERB
fis-4053	122	17	in	in	ADP
fis-4053	122	18	fig	fig	NOUN
fis-4053	122	19	.	.	PUNCT
fis-4053	123	1	9	9	NUM
fis-4053	123	2	:	:	PUNCT
fis-4053	123	3	figure	figure	NOUN
fis-4053	123	4	9	9	NUM
fis-4053	123	5	:	:	PUNCT
fis-4053	123	6	example	example	NOUN
fis-4053	123	7	of	of	ADP
fis-4053	123	8	the	the	DET
fis-4053	123	9	behaviour	behaviour	NOUN
fis-4053	123	10	curves	curve	NOUN
fis-4053	123	11	of	of	ADP
fis-4053	123	12	concrete	concrete	ADJ
fis-4053	123	13	grade	grade	NOUN
fis-4053	123	14	38	38	NUM
fis-4053	123	15	mpa	mpa	NOUN
fis-4053	123	16	and	and	CCONJ
fis-4053	123	17	steel	steel	NOUN
fis-4053	123	18	stress	stress	NOUN
fis-4053	123	19	-	-	PUNCT
fis-4053	123	20	strain	strain	NOUN
fis-4053	123	21	curve	curve	NOUN
fis-4053	123	22	.	.	PUNCT
fis-4053	124	1	in	in	ADP
fis-4053	124	2	order	order	NOUN
fis-4053	124	3	to	to	PART
fis-4053	124	4	model	model	VERB
fis-4053	124	5	the	the	DET
fis-4053	124	6	steel	steel	NOUN
fis-4053	124	7	,	,	PUNCT
fis-4053	124	8	a	a	DET
fis-4053	124	9	bilinear	bilinear	ADJ
fis-4053	124	10	elastoplastic	elastoplastic	ADJ
fis-4053	124	11	behaviour	behaviour	NOUN
fis-4053	124	12	law	law	NOUN
fis-4053	124	13	was	be	AUX
fis-4053	124	14	used	use	VERB
fis-4053	124	15	.	.	PUNCT
fis-4053	125	1	the	the	DET
fis-4053	125	2	stress	stress	NOUN
fis-4053	125	3	-	-	PUNCT
fis-4053	125	4	strain	strain	NOUN
fis-4053	125	5	curve	curve	NOUN
fis-4053	125	6	of	of	ADP
fis-4053	125	7	steel	steel	NOUN
fis-4053	125	8	adopted	adopt	VERB
fis-4053	125	9	in	in	ADP
fis-4053	125	10	the	the	DET
fis-4053	125	11	simulation	simulation	NOUN
fis-4053	125	12	is	be	AUX
fis-4053	125	13	given	give	VERB
fis-4053	125	14	in	in	ADP
fis-4053	125	15	fig	fig	NOUN
fis-4053	125	16	.	.	PUNCT
fis-4053	126	1	9	9	NUM
fis-4053	126	2	(	(	PUNCT
fis-4053	126	3	right	right	NOUN
fis-4053	126	4	)	)	PUNCT
fis-4053	126	5	with	with	ADP
fis-4053	126	6	a	a	DET
fis-4053	126	7	young	young	ADJ
fis-4053	126	8	modulus	modulus	NOUN
fis-4053	126	9	of	of	ADP
fis-4053	126	10	210,000	210,000	NUM
fis-4053	126	11	mpa	mpa	NOUN
fis-4053	126	12	,	,	PUNCT
fis-4053	126	13	a	a	DET
fis-4053	126	14	poisson	poisson	NOUN
fis-4053	126	15	ratio	ratio	NOUN
fis-4053	126	16	υ=0.3	υ=0.3	PROPN
fis-4053	126	17	and	and	CCONJ
fis-4053	126	18	a	a	DET
fis-4053	126	19	yield	yield	NOUN
fis-4053	126	20	limit	limit	NOUN
fis-4053	126	21	stress	stress	NOUN
fis-4053	126	22	of	of	ADP
fis-4053	126	23	400	400	NUM
fis-4053	126	24	mpa	mpa	NOUN
fis-4053	126	25	.	.	PUNCT
fis-4053	127	1	validation	validation	NOUN
fis-4053	127	2	of	of	ADP
fis-4053	127	3	the	the	DET
fis-4053	127	4	fe	fe	NOUN
fis-4053	127	5	models	model	NOUN
fis-4053	127	6	he	he	PRON
fis-4053	127	7	load	load	VERB
fis-4053	127	8	-	-	PUNCT
fis-4053	127	9	mid	mid	ADJ
fis-4053	127	10	-	-	ADJ
fis-4053	127	11	span	span	NOUN
fis-4053	127	12	deflection	deflection	NOUN
fis-4053	127	13	curves	curve	NOUN
fis-4053	127	14	of	of	ADP
fis-4053	127	15	the	the	DET
fis-4053	127	16	tcc	tcc	PROPN
fis-4053	127	17	beams	beam	NOUN
fis-4053	127	18	,	,	PUNCT
fis-4053	127	19	obtained	obtain	VERB
fis-4053	127	20	by	by	ADP
fis-4053	127	21	the	the	DET
fis-4053	127	22	numerical	numerical	ADJ
fis-4053	127	23	analysis	analysis	NOUN
fis-4053	127	24	are	be	AUX
fis-4053	127	25	displayed	display	VERB
fis-4053	127	26	and	and	CCONJ
fis-4053	127	27	validated	validated	ADJ
fis-4053	127	28	and	and	CCONJ
fis-4053	127	29	by	by	ADP
fis-4053	127	30	tests	test	NOUN
fis-4053	127	31	[	[	X
fis-4053	127	32	14	14	NUM
fis-4053	127	33	]	]	PUNCT
fis-4053	127	34	in	in	ADP
fis-4053	127	35	figs	fig	NOUN
fis-4053	127	36	.	.	PUNCT
fis-4053	128	1	10	10	NUM
fis-4053	128	2	-	-	SYM
fis-4053	128	3	12	12	NUM
fis-4053	128	4	.	.	PUNCT
fis-4053	129	1	the	the	DET
fis-4053	129	2	full	full	ADJ
fis-4053	129	3	composite	composite	NOUN
fis-4053	129	4	and	and	CCONJ
fis-4053	129	5	no	no	DET
fis-4053	129	6	composite	composite	ADJ
fis-4053	129	7	limits	limit	NOUN
fis-4053	129	8	are	be	AUX
fis-4053	129	9	also	also	ADV
fis-4053	129	10	added	add	VERB
fis-4053	129	11	.	.	PUNCT
fis-4053	130	1	figure	figure	VERB
fis-4053	130	2	10	10	NUM
fis-4053	130	3	:	:	PUNCT
fis-4053	130	4	the	the	DET
fis-4053	130	5	load	load	NOUN
fis-4053	130	6	-	-	PUNCT
fis-4053	130	7	mid	mid	ADJ
fis-4053	130	8	-	-	ADJ
fis-4053	130	9	span	span	NOUN
fis-4053	130	10	deflection	deflection	NOUN
fis-4053	130	11	curves	curve	NOUN
fis-4053	130	12	of	of	ADP
fis-4053	130	13	the	the	DET
fis-4053	130	14	modelled	model	VERB
fis-4053	130	15	tcc	tcc	PROPN
fis-4053	130	16	beams	beam	NOUN
fis-4053	130	17	with	with	ADP
fis-4053	130	18	rectangular	rectangular	ADJ
fis-4053	130	19	notch	notch	NOUN
fis-4053	130	20	connections	connection	NOUN
fis-4053	131	1	r150	r150	PROPN
fis-4053	132	1	(	(	PUNCT
fis-4053	132	2	left	leave	VERB
fis-4053	132	3	)	)	PUNCT
fis-4053	132	4	and	and	CCONJ
fis-4053	133	1	r300	r300	NUM
fis-4053	133	2	(	(	PUNCT
fis-4053	133	3	right	right	NOUN
fis-4053	133	4	)	)	PUNCT
fis-4053	133	5	compared	compare	VERB
fis-4053	133	6	with	with	ADP
fis-4053	133	7	the	the	DET
fis-4053	133	8	experimental	experimental	ADJ
fis-4053	133	9	results	result	NOUN
fis-4053	133	10	.	.	PUNCT
fis-4053	134	1	‐5	‐5	NUM
fis-4053	134	2	5	5	NUM
fis-4053	134	3	15	15	NUM
fis-4053	134	4	25	25	NUM
fis-4053	134	5	35	35	NUM
fis-4053	134	6	‐0,003	‐0,003	NOUN
fis-4053	134	7	‐0,001	‐0,001	NOUN
fis-4053	134	8	0,001	0,001	NUM
fis-4053	134	9	0,003	0,003	NUM
fis-4053	134	10	0,005	0,005	NUM
fis-4053	134	11	0,007	0,007	NUM
fis-4053	134	12	0,009	0,009	NUM
fis-4053	134	13	st	st	PROPN
fis-4053	134	14	re	re	PROPN
fis-4053	134	15	ss	ss	PROPN
fis-4053	134	16	 	 	SPACE
fis-4053	134	17	(	(	PUNCT
fis-4053	134	18	m	m	VERB
fis-4053	134	19	p	p	NOUN
fis-4053	134	20	a	a	PRON
fis-4053	134	21	)	)	PUNCT
fis-4053	134	22	strain	strain	ADJ
fis-4053	134	23	concrete	concrete	ADJ
fis-4053	134	24	 	 	SPACE
fis-4053	134	25	tensile	tensile	NOUN
fis-4053	134	26	 	 	SPACE
fis-4053	134	27	behaviour	behaviour	NOUN
fis-4053	134	28	concrete	concrete	ADJ
fis-4053	134	29	 	 	SPACE
fis-4053	134	30	compressive	compressive	NOUN
fis-4053	134	31	 	 	SPACE
fis-4053	134	32	behaviour	behaviour	NOUN
fis-4053	134	33	0	0	NUM
fis-4053	134	34	100	100	NUM
fis-4053	134	35	200	200	NUM
fis-4053	134	36	300	300	NUM
fis-4053	134	37	400	400	NUM
fis-4053	134	38	0	0	NUM
fis-4053	134	39	0,01	0,01	NUM
fis-4053	134	40	0,02	0,02	PROPN
fis-4053	134	41	0,03	0,03	PROPN
fis-4053	134	42	st	st	PROPN
fis-4053	134	43	re	re	PROPN
fis-4053	134	44	ss	ss	PROPN
fis-4053	134	45	 	 	SPACE
fis-4053	134	46	(	(	PUNCT
fis-4053	134	47	m	m	VERB
fis-4053	134	48	p	p	NOUN
fis-4053	134	49	a	a	PRON
fis-4053	134	50	)	)	PUNCT
fis-4053	134	51	strain	strain	NOUN
fis-4053	134	52	0	0	NUM
fis-4053	134	53	20	20	NUM
fis-4053	134	54	40	40	NUM
fis-4053	134	55	60	60	NUM
fis-4053	134	56	80	80	NUM
fis-4053	134	57	100	100	NUM
fis-4053	134	58	0	0	NUM
fis-4053	134	59	20	20	NUM
fis-4053	134	60	40	40	NUM
fis-4053	134	61	60	60	NUM
fis-4053	134	62	80	80	NUM
fis-4053	134	63	lo	lo	NOUN
fis-4053	134	64	ad	ad	NOUN
fis-4053	134	65	 	 	SPACE
fis-4053	134	66	(	(	PUNCT
fis-4053	134	67	kn	kn	PROPN
fis-4053	134	68	)	)	PUNCT
fis-4053	134	69	mid‐span	mid‐span	NOUN
fis-4053	134	70	 	 	SPACE
fis-4053	134	71	deflection	deflection	NOUN
fis-4053	134	72	 	 	SPACE
fis-4053	134	73	(	(	PUNCT
fis-4053	134	74	mm	mm	NOUN
fis-4053	134	75	)	)	PUNCT
fis-4053	134	76	a1	a1	PROPN
fis-4053	134	77	 	 	SPACE
fis-4053	134	78	exp	exp	NOUN
fis-4053	134	79	a1	a1	NOUN
fis-4053	134	80	 	 	SPACE
fis-4053	134	81	num	num	PROPN
fis-4053	134	82	b1	b1	PROPN
fis-4053	134	83	 	 	SPACE
fis-4053	134	84	exp	exp	NOUN
fis-4053	134	85	b1	b1	PROPN
fis-4053	134	86	 	 	SPACE
fis-4053	134	87	num	num	PROPN
fis-4053	134	88	b2	b2	NOUN
fis-4053	134	89	 	 	SPACE
fis-4053	134	90	exp	exp	NOUN
fis-4053	134	91	b2	b2	NOUN
fis-4053	134	92	 	 	SPACE
fis-4053	134	93	num	num	PROPN
fis-4053	134	94	full	full	ADJ
fis-4053	134	95	 	 	SPACE
fis-4053	134	96	composite	composite	ADJ
fis-4053	134	97	no	no	DET
fis-4053	134	98	 	 	SPACE
fis-4053	134	99	composite	composite	NOUN
fis-4053	134	100	0	0	NUM
fis-4053	134	101	10	10	NUM
fis-4053	134	102	20	20	NUM
fis-4053	134	103	30	30	NUM
fis-4053	134	104	40	40	NUM
fis-4053	134	105	50	50	NUM
fis-4053	134	106	60	60	NUM
fis-4053	134	107	70	70	NUM
fis-4053	134	108	80	80	NUM
fis-4053	134	109	0	0	NUM
fis-4053	134	110	10	10	NUM
fis-4053	134	111	20	20	NUM
fis-4053	134	112	30	30	NUM
fis-4053	134	113	40	40	NUM
fis-4053	134	114	lo	lo	NOUN
fis-4053	134	115	ad	ad	NOUN
fis-4053	134	116	  	  	SPACE
fis-4053	134	117	(	(	PUNCT
fis-4053	134	118	kn	kn	PROPN
fis-4053	134	119	)	)	PUNCT
fis-4053	134	120	mid‐span	mid‐span	NOUN
fis-4053	134	121	 	 	SPACE
fis-4053	134	122	deflection	deflection	NOUN
fis-4053	134	123	 	 	SPACE
fis-4053	134	124	(	(	PUNCT
fis-4053	134	125	mm	mm	NOUN
fis-4053	134	126	)	)	PUNCT
fis-4053	134	127	d1	d1	NOUN
fis-4053	134	128	 	 	SPACE
fis-4053	134	129	exp	exp	NOUN
fis-4053	134	130	d1	d1	NOUN
fis-4053	134	131	 	 	SPACE
fis-4053	134	132	num	num	ADJ
fis-4053	134	133	full	full	ADJ
fis-4053	134	134	 	 	SPACE
fis-4053	134	135	composite	composite	ADJ
fis-4053	134	136	no	no	PRON
fis-4053	134	137	 	 	SPACE
fis-4053	134	138	composite	composite	PROPN
fis-4053	134	139	t	t	PROPN
fis-4053	134	140	h.	h.	PROPN
fis-4053	134	141	zine	zine	PROPN
fis-4053	134	142	laabidine	laabidine	VERB
fis-4053	134	143	et	et	PROPN
fis-4053	134	144	alii	alii	PROPN
fis-4053	134	145	,	,	PUNCT
fis-4053	134	146	frattura	frattura	PROPN
fis-4053	134	147	ed	ed	PROPN
fis-4053	134	148	integrità	integrità	PROPN
fis-4053	134	149	strutturale	strutturale	PROPN
fis-4053	134	150	,	,	PUNCT
fis-4053	134	151	64	64	NUM
fis-4053	134	152	(	(	PUNCT
fis-4053	134	153	2023	2023	NUM
fis-4053	134	154	)	)	PUNCT
fis-4053	134	155	186	186	NUM
fis-4053	134	156	-	-	SYM
fis-4053	134	157	203	203	NUM
fis-4053	134	158	;	;	PUNCT
fis-4053	134	159	doi	doi	NOUN
fis-4053	134	160	:	:	PUNCT
fis-4053	134	161	10.3221	10.3221	NUM
fis-4053	134	162	/	/	SYM
fis-4053	134	163	igf	igf	PROPN
fis-4053	134	164	-	-	PUNCT
fis-4053	134	165	esis.64.12	esis.64.12	PROPN
fis-4053	134	166	194	194	NUM
fis-4053	134	167	figure	figure	NOUN
fis-4053	134	168	11	11	NUM
fis-4053	134	169	:	:	PUNCT
fis-4053	134	170	the	the	DET
fis-4053	134	171	load	load	NOUN
fis-4053	134	172	-	-	PUNCT
fis-4053	134	173	mid	mid	ADJ
fis-4053	134	174	-	-	ADJ
fis-4053	134	175	span	span	NOUN
fis-4053	134	176	deflection	deflection	NOUN
fis-4053	134	177	curves	curve	NOUN
fis-4053	134	178	of	of	ADP
fis-4053	134	179	the	the	DET
fis-4053	134	180	tcc	tcc	PROPN
fis-4053	134	181	beams	beam	NOUN
fis-4053	134	182	c1	c1	PROPN
fis-4053	134	183	and	and	CCONJ
fis-4053	134	184	c2	c2	PROPN
fis-4053	134	185	with	with	ADP
fis-4053	134	186	triangular	triangular	NOUN
fis-4053	134	187	notch	notch	NOUN
fis-4053	134	188	connections	connection	NOUN
fis-4053	134	189	compared	compare	VERB
fis-4053	134	190	with	with	ADP
fis-4053	134	191	the	the	DET
fis-4053	134	192	experimental	experimental	ADJ
fis-4053	134	193	curves	curve	NOUN
fis-4053	134	194	.	.	PUNCT
fis-4053	135	1	figure	figure	NOUN
fis-4053	135	2	12	12	NUM
fis-4053	135	3	:	:	PUNCT
fis-4053	135	4	the	the	DET
fis-4053	135	5	load	load	NOUN
fis-4053	135	6	-	-	PUNCT
fis-4053	135	7	mid	mid	ADJ
fis-4053	135	8	-	-	ADJ
fis-4053	135	9	span	span	NOUN
fis-4053	135	10	deflection	deflection	NOUN
fis-4053	135	11	curves	curve	NOUN
fis-4053	135	12	of	of	ADP
fis-4053	135	13	the	the	DET
fis-4053	135	14	tcc	tcc	PROPN
fis-4053	135	15	beams	beam	NOUN
fis-4053	135	16	f1	f1	PROPN
fis-4053	135	17	and	and	CCONJ
fis-4053	135	18	g1	g1	NOUN
fis-4053	135	19	compared	compare	VERB
fis-4053	135	20	with	with	ADP
fis-4053	135	21	the	the	DET
fis-4053	135	22	experimental	experimental	ADJ
fis-4053	135	23	curves	curve	NOUN
fis-4053	135	24	.	.	PUNCT
fis-4053	136	1	a	a	DET
fis-4053	136	2	general	general	ADJ
fis-4053	136	3	comparison	comparison	NOUN
fis-4053	136	4	of	of	ADP
fis-4053	136	5	the	the	DET
fis-4053	136	6	bending	bend	VERB
fis-4053	136	7	stiffness	stiffness	NOUN
fis-4053	136	8	ktcc	ktcc	ADV
fis-4053	136	9	and	and	CCONJ
fis-4053	136	10	the	the	DET
fis-4053	136	11	maximum	maximum	ADJ
fis-4053	136	12	load	load	NOUN
fis-4053	136	13	are	be	AUX
fis-4053	136	14	reported	report	VERB
fis-4053	136	15	in	in	ADP
fis-4053	136	16	tab	tab	NOUN
fis-4053	136	17	.	.	PUNCT
fis-4053	137	1	5	5	NUM
fis-4053	137	2	:	:	PUNCT
fis-4053	137	3	n	n	CCONJ
fis-4053	137	4	°	°	NUM
fis-4053	137	5	beam	beam	PROPN
fis-4053	137	6	fmax	fmax	PROPN
fis-4053	137	7	(	(	PUNCT
fis-4053	137	8	kn	kn	NOUN
fis-4053	137	9	)	)	PUNCT
fis-4053	137	10	error	error	NOUN
fis-4053	137	11	(	(	PUNCT
fis-4053	137	12	%	%	NOUN
fis-4053	137	13	)	)	PUNCT
fis-4053	137	14	  	  	SPACE
fis-4053	137	15	ktcc	ktcc	NOUN
fis-4053	137	16	(	(	PUNCT
fis-4053	137	17	n	n	CCONJ
fis-4053	137	18	/	/	SYM
fis-4053	137	19	mm	mm	NOUN
fis-4053	137	20	)	)	PUNCT
fis-4053	137	21	error	error	NOUN
fis-4053	137	22	(	(	PUNCT
fis-4053	137	23	%	%	INTJ
fis-4053	137	24	)	)	PUNCT
fis-4053	137	25	exp	exp	NOUN
fis-4053	137	26	fem	fem	X
fis-4053	137	27	fem	fem	PROPN
fis-4053	137	28	/	/	SYM
fis-4053	137	29	exp	exp	NOUN
fis-4053	137	30	exp	exp	NOUN
fis-4053	137	31	fem	fem	NOUN
fis-4053	137	32	anal	anal	PROPN
fis-4053	137	33	fem	fem	PROPN
fis-4053	137	34	anal	anal	PROPN
fis-4053	137	35	1	1	NUM
fis-4053	137	36	a1	a1	NOUN
fis-4053	137	37	87.3	87.3	NUM
fis-4053	137	38	87.64	87.64	NUM
fis-4053	137	39	0.39	0.39	NUM
fis-4053	137	40	1363.25	1363.25	NUM
fis-4053	137	41	1336.30	1336.30	NUM
fis-4053	137	42	1498.92	1498.92	NUM
fis-4053	137	43	-3	-3	SYM
fis-4053	137	44	%	%	NOUN
fis-4053	137	45	15	15	NUM
fis-4053	137	46	%	%	NOUN
fis-4053	137	47	2	2	NUM
fis-4053	137	48	b1	b1	NOUN
fis-4053	137	49	105	105	NUM
fis-4053	137	50	109.37	109.37	NUM
fis-4053	137	51	4.16	4.16	NUM
fis-4053	137	52	1664.48	1664.48	NUM
fis-4053	137	53	1705.59	1705.59	NUM
fis-4053	137	54	1642.05	1642.05	NUM
fis-4053	137	55	3	3	NUM
fis-4053	137	56	%	%	NOUN
fis-4053	137	57	-2	-2	NOUN
fis-4053	137	58	%	%	NOUN
fis-4053	137	59	3	3	NUM
fis-4053	137	60	b2	b2	NOUN
fis-4053	137	61	97.5	97.5	NUM
fis-4053	137	62	103.76	103.76	NUM
fis-4053	137	63	6.42	6.42	NUM
fis-4053	137	64	1520.54	1520.54	NUM
fis-4053	137	65	1449.89	1449.89	NUM
fis-4053	137	66	1609.72	1609.72	NUM
fis-4053	137	67	-7	-7	NUM
fis-4053	137	68	%	%	NOUN
fis-4053	137	69	8	8	NUM
fis-4053	137	70	%	%	NOUN
fis-4053	137	71	4	4	NUM
fis-4053	137	72	c1	c1	NOUN
fis-4053	137	73	89.7	89.7	NUM
fis-4053	137	74	120.54	120.54	NUM
fis-4053	137	75	34.38	34.38	NUM
fis-4053	137	76	1541.39	1541.39	NUM
fis-4053	137	77	1592.81	1592.81	NUM
fis-4053	137	78	1791.40	1791.40	NUM
fis-4053	137	79	5	5	NUM
fis-4053	137	80	%	%	NOUN
fis-4053	137	81	23	23	NUM
fis-4053	137	82	%	%	NOUN
fis-4053	137	83	5	5	NUM
fis-4053	137	84	c2	c2	PROPN
fis-4053	137	85	110	110	NUM
fis-4053	137	86	113.42	113.42	NUM
fis-4053	137	87	3.11	3.11	NUM
fis-4053	137	88	1647.80	1647.80	NUM
fis-4053	137	89	1696.77	1696.77	NUM
fis-4053	137	90	1797.61	1797.61	NUM
fis-4053	137	91	4	4	NUM
fis-4053	137	92	%	%	NOUN
fis-4053	137	93	13	13	NUM
fis-4053	137	94	%	%	NOUN
fis-4053	137	95	6	6	NUM
fis-4053	137	96	d1	d1	NOUN
fis-4053	137	97	80.8	80.8	NUM
fis-4053	137	98	81.82	81.82	NUM
fis-4053	137	99	1.26	1.26	NUM
fis-4053	137	100	1745.52	1745.52	NUM
fis-4053	137	101	1701.12	1701.12	NUM
fis-4053	137	102	1787.36	1787.36	NUM
fis-4053	137	103	-3	-3	PUNCT
fis-4053	137	104	%	%	NOUN
fis-4053	137	105	3	3	NUM
fis-4053	137	106	%	%	NOUN
fis-4053	137	107	7	7	NUM
fis-4053	137	108	f1	f1	NOUN
fis-4053	137	109	174	174	NUM
fis-4053	137	110	187.4	187.4	NUM
fis-4053	137	111	7.70	7.70	NUM
fis-4053	137	112	1929.34	1929.34	NUM
fis-4053	137	113	2082.22	2082.22	NUM
fis-4053	137	114	3492.13	3492.13	NUM
fis-4053	137	115	15	15	NUM
fis-4053	137	116	%	%	NOUN
fis-4053	137	117	154	154	NUM
fis-4053	137	118	%	%	NOUN
fis-4053	137	119	8	8	NUM
fis-4053	137	120	g1	g1	NOUN
fis-4053	137	121	201	201	NUM
fis-4053	137	122	216.51	216.51	NUM
fis-4053	137	123	7.72	7.72	NUM
fis-4053	137	124	2875.43	2875.43	NUM
fis-4053	137	125	3043.10	3043.10	NUM
fis-4053	137	126	3254.37	3254.37	NUM
fis-4053	137	127	9	9	NUM
fis-4053	137	128	%	%	NOUN
fis-4053	137	129	19	19	NUM
fis-4053	137	130	%	%	NOUN
fis-4053	137	131	table	table	NOUN
fis-4053	137	132	5	5	NUM
fis-4053	137	133	:	:	PUNCT
fis-4053	137	134	validation	validation	NOUN
fis-4053	137	135	of	of	ADP
fis-4053	137	136	the	the	DET
fis-4053	137	137	main	main	ADJ
fis-4053	137	138	results	result	NOUN
fis-4053	137	139	:	:	PUNCT
fis-4053	137	140	strength	strength	NOUN
fis-4053	137	141	and	and	CCONJ
fis-4053	137	142	stiffness	stiffness	NOUN
fis-4053	137	143	obtained	obtain	VERB
fis-4053	137	144	by	by	ADP
fis-4053	137	145	numerical	numerical	ADJ
fis-4053	137	146	analysis	analysis	NOUN
fis-4053	137	147	and	and	CCONJ
fis-4053	137	148	the	the	DET
fis-4053	137	149	experimental	experimental	ADJ
fis-4053	137	150	[	[	X
fis-4053	137	151	17	17	NUM
fis-4053	137	152	]	]	PUNCT
fis-4053	137	153	.	.	PUNCT
fis-4053	138	1	the	the	DET
fis-4053	138	2	first	first	ADJ
fis-4053	138	3	observation	observation	NOUN
fis-4053	138	4	is	be	AUX
fis-4053	138	5	that	that	SCONJ
fis-4053	138	6	the	the	DET
fis-4053	138	7	fem	fem	NOUN
fis-4053	138	8	curves	curve	NOUN
fis-4053	138	9	are	be	AUX
fis-4053	138	10	on	on	ADP
fis-4053	138	11	the	the	DET
fis-4053	138	12	safe	safe	ADJ
fis-4053	138	13	side	side	NOUN
fis-4053	138	14	compared	compare	VERB
fis-4053	138	15	to	to	ADP
fis-4053	138	16	the	the	DET
fis-4053	138	17	experimental	experimental	ADJ
fis-4053	138	18	curves	curve	NOUN
fis-4053	138	19	.	.	PUNCT
fis-4053	139	1	0	0	NUM
fis-4053	140	1	20	20	NUM
fis-4053	140	2	40	40	NUM
fis-4053	140	3	60	60	NUM
fis-4053	140	4	80	80	NUM
fis-4053	140	5	100	100	NUM
fis-4053	140	6	120	120	NUM
fis-4053	140	7	0	0	NUM
fis-4053	140	8	10	10	NUM
fis-4053	140	9	20	20	NUM
fis-4053	140	10	30	30	NUM
fis-4053	140	11	40	40	NUM
fis-4053	140	12	50	50	NUM
fis-4053	140	13	60	60	NUM
fis-4053	140	14	70	70	NUM
fis-4053	140	15	lo	lo	NOUN
fis-4053	140	16	ad	ad	NOUN
fis-4053	140	17	 	 	SPACE
fis-4053	140	18	(	(	PUNCT
fis-4053	140	19	kn	kn	PROPN
fis-4053	140	20	)	)	PUNCT
fis-4053	140	21	mid	mid	ADJ
fis-4053	140	22	 	 	SPACE
fis-4053	140	23	span	span	NOUN
fis-4053	140	24	 	 	SPACE
fis-4053	140	25	deflection	deflection	NOUN
fis-4053	140	26	 	 	SPACE
fis-4053	140	27	(	(	PUNCT
fis-4053	140	28	mm	mm	NOUN
fis-4053	140	29	)	)	PUNCT
fis-4053	140	30	c1	c1	PROPN
fis-4053	140	31	 	 	SPACE
fis-4053	140	32	exp	exp	NOUN
fis-4053	140	33	c1	c1	PROPN
fis-4053	140	34	 	 	SPACE
fis-4053	140	35	num	num	PROPN
fis-4053	140	36	c2	c2	PROPN
fis-4053	140	37	 	 	SPACE
fis-4053	140	38	exp	exp	PROPN
fis-4053	140	39	c2	c2	PROPN
fis-4053	140	40	 	 	SPACE
fis-4053	140	41	num	num	PROPN
fis-4053	140	42	full	full	ADJ
fis-4053	140	43	 	 	SPACE
fis-4053	140	44	composite	composite	ADJ
fis-4053	140	45	no	no	DET
fis-4053	140	46	 	 	SPACE
fis-4053	140	47	composite	composite	NOUN
fis-4053	140	48	0	0	NUM
fis-4053	140	49	50	50	NUM
fis-4053	140	50	100	100	NUM
fis-4053	140	51	150	150	NUM
fis-4053	140	52	200	200	NUM
fis-4053	140	53	0	0	NUM
fis-4053	140	54	20	20	NUM
fis-4053	140	55	40	40	NUM
fis-4053	140	56	60	60	NUM
fis-4053	140	57	80	80	NUM
fis-4053	140	58	100	100	NUM
fis-4053	140	59	lo	lo	NOUN
fis-4053	140	60	ad	ad	NOUN
fis-4053	140	61	 	 	SPACE
fis-4053	140	62	(	(	PUNCT
fis-4053	140	63	kn	kn	PROPN
fis-4053	140	64	)	)	PUNCT
fis-4053	140	65	mid	mid	ADJ
fis-4053	140	66	 	 	SPACE
fis-4053	140	67	span	span	NOUN
fis-4053	140	68	 	 	SPACE
fis-4053	140	69	deflection	deflection	NOUN
fis-4053	140	70	 	 	SPACE
fis-4053	140	71	(	(	PUNCT
fis-4053	140	72	mm	mm	NOUN
fis-4053	140	73	)	)	PUNCT
fis-4053	140	74	g1	g1	PROPN
fis-4053	140	75	 	 	SPACE
fis-4053	140	76	exp	exp	NOUN
fis-4053	140	77	g1	g1	PROPN
fis-4053	140	78	 	 	SPACE
fis-4053	140	79	num	num	PROPN
fis-4053	140	80	f1	f1	NOUN
fis-4053	140	81	 	 	SPACE
fis-4053	140	82	num	num	PROPN
fis-4053	140	83	f1	f1	NOUN
fis-4053	140	84	 	 	SPACE
fis-4053	140	85	exp	exp	NOUN
fis-4053	140	86	full	full	ADJ
fis-4053	140	87	 	 	SPACE
fis-4053	140	88	composite	composite	ADJ
fis-4053	140	89	no	no	DET
fis-4053	140	90	 	 	SPACE
fis-4053	140	91	composite	composite	ADJ
fis-4053	140	92	h.	h.	PROPN
fis-4053	140	93	zine	zine	PROPN
fis-4053	140	94	laabidine	laabidine	NOUN
fis-4053	140	95	et	et	PROPN
fis-4053	140	96	alii	alii	PROPN
fis-4053	140	97	,	,	PUNCT
fis-4053	140	98	frattura	frattura	PROPN
fis-4053	140	99	ed	ed	PROPN
fis-4053	140	100	integrità	integrità	PROPN
fis-4053	140	101	strutturale	strutturale	PROPN
fis-4053	140	102	,	,	PUNCT
fis-4053	140	103	64	64	NUM
fis-4053	140	104	(	(	PUNCT
fis-4053	140	105	2023	2023	NUM
fis-4053	140	106	)	)	PUNCT
fis-4053	140	107	186	186	NUM
fis-4053	140	108	-	-	SYM
fis-4053	140	109	203	203	NUM
fis-4053	140	110	;	;	PUNCT
fis-4053	140	111	doi	doi	NOUN
fis-4053	140	112	:	:	PUNCT
fis-4053	140	113	10.3221	10.3221	NUM
fis-4053	140	114	/	/	SYM
fis-4053	140	115	igf	igf	PROPN
fis-4053	140	116	-	-	PUNCT
fis-4053	140	117	esis.64.12	esis.64.12	PROPN
fis-4053	140	118	195	195	NUM
fis-4053	140	119	more	more	ADJ
fis-4053	140	120	particularly	particularly	ADV
fis-4053	140	121	the	the	DET
fis-4053	140	122	results	result	NOUN
fis-4053	140	123	of	of	ADP
fis-4053	140	124	the	the	DET
fis-4053	140	125	simulated	simulate	VERB
fis-4053	140	126	beams	beam	NOUN
fis-4053	140	127	exhibited	exhibit	VERB
fis-4053	140	128	high	high	ADJ
fis-4053	140	129	accuracy	accuracy	NOUN
fis-4053	140	130	in	in	ADP
fis-4053	140	131	terms	term	NOUN
fis-4053	140	132	of	of	ADP
fis-4053	140	133	stiffness	stiffness	NOUN
fis-4053	140	134	,	,	PUNCT
fis-4053	140	135	this	this	PRON
fis-4053	140	136	can	can	AUX
fis-4053	140	137	be	be	AUX
fis-4053	140	138	observed	observe	VERB
fis-4053	140	139	in	in	ADP
fis-4053	140	140	figs	fig	NOUN
fis-4053	140	141	.	.	PUNCT
fis-4053	141	1	10	10	NUM
fis-4053	141	2	-	-	SYM
fis-4053	141	3	12	12	NUM
fis-4053	141	4	,	,	PUNCT
fis-4053	141	5	where	where	SCONJ
fis-4053	141	6	all	all	DET
fis-4053	141	7	the	the	DET
fis-4053	141	8	load	load	NOUN
fis-4053	141	9	-	-	PUNCT
fis-4053	141	10	deflection	deflection	NOUN
fis-4053	141	11	curves	curve	NOUN
fis-4053	141	12	are	be	AUX
fis-4053	141	13	in	in	ADP
fis-4053	141	14	proximity	proximity	NOUN
fis-4053	141	15	to	to	ADP
fis-4053	141	16	the	the	DET
fis-4053	141	17	test	test	NOUN
fis-4053	141	18	curves	curve	NOUN
fis-4053	141	19	.	.	PUNCT
fis-4053	142	1	the	the	DET
fis-4053	142	2	maximal	maximal	ADJ
fis-4053	142	3	force	force	NOUN
fis-4053	142	4	obtained	obtain	VERB
fis-4053	142	5	for	for	ADP
fis-4053	142	6	the	the	DET
fis-4053	142	7	simulated	simulate	VERB
fis-4053	142	8	beams	beam	NOUN
fis-4053	142	9	with	with	ADP
fis-4053	142	10	reduced	reduced	ADJ
fis-4053	142	11	section	section	NOUN
fis-4053	142	12	was	be	AUX
fis-4053	142	13	very	very	ADV
fis-4053	142	14	close	close	ADJ
fis-4053	142	15	to	to	ADP
fis-4053	142	16	that	that	PRON
fis-4053	142	17	obtained	obtain	VERB
fis-4053	142	18	in	in	ADP
fis-4053	142	19	tests	test	NOUN
fis-4053	142	20	with	with	ADP
fis-4053	142	21	no	no	DET
fis-4053	142	22	significant	significant	ADJ
fis-4053	142	23	differences	difference	NOUN
fis-4053	142	24	in	in	ADP
fis-4053	142	25	strength	strength	NOUN
fis-4053	142	26	in	in	ADP
fis-4053	142	27	the	the	DET
fis-4053	142	28	case	case	NOUN
fis-4053	142	29	of	of	ADP
fis-4053	142	30	the	the	DET
fis-4053	142	31	beams	beam	NOUN
fis-4053	142	32	:	:	PUNCT
fis-4053	142	33	a1	a1	NOUN
fis-4053	142	34	,	,	PUNCT
fis-4053	142	35	b1	b1	NOUN
fis-4053	142	36	,	,	PUNCT
fis-4053	142	37	b2	b2	NOUN
fis-4053	142	38	,	,	PUNCT
fis-4053	142	39	c2	c2	PROPN
fis-4053	142	40	,	,	PUNCT
fis-4053	142	41	and	and	CCONJ
fis-4053	142	42	d1.for	d1.for	ADP
fis-4053	142	43	the	the	DET
fis-4053	142	44	beams	beam	NOUN
fis-4053	142	45	f1	f1	PROPN
fis-4053	142	46	and	and	CCONJ
fis-4053	142	47	g1	g1	NOUN
fis-4053	142	48	with	with	ADP
fis-4053	142	49	full	full	ADJ
fis-4053	142	50	section	section	NOUN
fis-4053	142	51	and	and	CCONJ
fis-4053	142	52	the	the	DET
fis-4053	142	53	beams	beam	NOUN
fis-4053	142	54	c1	c1	PROPN
fis-4053	142	55	and	and	CCONJ
fis-4053	142	56	d1	d1	PROPN
fis-4053	142	57	,	,	PUNCT
fis-4053	142	58	a	a	DET
fis-4053	142	59	slight	slight	ADJ
fis-4053	142	60	difference	difference	NOUN
fis-4053	142	61	can	can	AUX
fis-4053	142	62	be	be	AUX
fis-4053	142	63	detectable	detectable	ADJ
fis-4053	142	64	,	,	PUNCT
fis-4053	142	65	where	where	SCONJ
fis-4053	142	66	the	the	DET
fis-4053	142	67	difference	difference	NOUN
fis-4053	142	68	up	up	ADP
fis-4053	142	69	to	to	ADP
fis-4053	142	70	its	its	PRON
fis-4053	142	71	maximal	maximal	ADJ
fis-4053	142	72	value	value	NOUN
fis-4053	142	73	of	of	ADP
fis-4053	142	74	34	34	NUM
fis-4053	142	75	%	%	NOUN
fis-4053	142	76	in	in	ADP
fis-4053	142	77	the	the	DET
fis-4053	142	78	case	case	NOUN
fis-4053	142	79	of	of	ADP
fis-4053	142	80	the	the	DET
fis-4053	142	81	beam	beam	NOUN
fis-4053	142	82	c1	c1	PROPN
fis-4053	142	83	.	.	PUNCT
fis-4053	143	1	nevertheless	nevertheless	ADV
fis-4053	143	2	the	the	DET
fis-4053	143	3	fem	fem	NOUN
fis-4053	143	4	exhibited	exhibit	VERB
fis-4053	143	5	accurate	accurate	ADJ
fis-4053	143	6	outcomes	outcome	NOUN
fis-4053	143	7	for	for	ADP
fis-4053	143	8	the	the	DET
fis-4053	143	9	majority	majority	NOUN
fis-4053	143	10	of	of	ADP
fis-4053	143	11	the	the	DET
fis-4053	143	12	simulated	simulate	VERB
fis-4053	143	13	beams	beam	NOUN
fis-4053	143	14	where	where	SCONJ
fis-4053	143	15	it	it	PRON
fis-4053	143	16	stays	stay	VERB
fis-4053	143	17	better	well	ADJ
fis-4053	143	18	than	than	ADP
fis-4053	143	19	the	the	PRON
fis-4053	143	20	obtained	obtain	VERB
fis-4053	143	21	by	by	ADP
fis-4053	143	22	the	the	DET
fis-4053	143	23	analytical	analytical	ADJ
fis-4053	143	24	method	method	NOUN
fis-4053	143	25	.	.	PUNCT
fis-4053	144	1	in	in	ADP
fis-4053	144	2	terms	term	NOUN
fis-4053	144	3	of	of	ADP
fis-4053	144	4	failure	failure	NOUN
fis-4053	144	5	detection	detection	NOUN
fis-4053	144	6	the	the	DET
fis-4053	144	7	two	two	NUM
fis-4053	144	8	types	type	NOUN
fis-4053	144	9	of	of	ADP
fis-4053	144	10	failure	failure	NOUN
fis-4053	144	11	mechanisms	mechanism	NOUN
fis-4053	144	12	can	can	AUX
fis-4053	144	13	be	be	AUX
fis-4053	144	14	displayed	display	VERB
fis-4053	144	15	by	by	ADP
fis-4053	144	16	the	the	DET
fis-4053	144	17	model	model	NOUN
fis-4053	144	18	with	with	ADP
fis-4053	144	19	satisfactory	satisfactory	ADJ
fis-4053	144	20	precision	precision	NOUN
fis-4053	144	21	.	.	PUNCT
fis-4053	145	1	the	the	DET
fis-4053	145	2	first	first	ADJ
fis-4053	145	3	type	type	NOUN
fis-4053	145	4	is	be	AUX
fis-4053	145	5	the	the	DET
fis-4053	145	6	fracture	fracture	NOUN
fis-4053	145	7	by	by	ADP
fis-4053	145	8	the	the	DET
fis-4053	145	9	tension	tension	NOUN
fis-4053	145	10	of	of	ADP
fis-4053	145	11	the	the	DET
fis-4053	145	12	lvl	lvl	NOUN
fis-4053	145	13	joist	joist	NOUN
fis-4053	145	14	under	under	ADP
fis-4053	145	15	the	the	DET
fis-4053	145	16	loading	loading	NOUN
fis-4053	145	17	points	point	NOUN
fis-4053	145	18	at	at	ADP
fis-4053	145	19	one	one	NUM
fis-4053	145	20	-	-	PUNCT
fis-4053	145	21	third	third	NOUN
fis-4053	145	22	of	of	ADP
fis-4053	145	23	the	the	DET
fis-4053	145	24	span	span	NOUN
fis-4053	145	25	with	with	ADP
fis-4053	145	26	no	no	DET
fis-4053	145	27	apparent	apparent	ADJ
fis-4053	145	28	sign	sign	NOUN
fis-4053	145	29	of	of	ADP
fis-4053	145	30	failure	failure	NOUN
fis-4053	145	31	in	in	ADP
fis-4053	145	32	connections	connection	NOUN
fis-4053	145	33	for	for	ADP
fis-4053	145	34	well	well	ADV
fis-4053	145	35	-	-	PUNCT
fis-4053	145	36	designed	design	VERB
fis-4053	145	37	beams	beam	NOUN
fis-4053	145	38	as	as	SCONJ
fis-4053	145	39	shown	show	VERB
fis-4053	145	40	in	in	ADP
fis-4053	145	41	fig	fig	NOUN
fis-4053	145	42	.	.	PUNCT
fis-4053	146	1	13	13	NUM
fis-4053	146	2	.	.	X
fis-4053	146	3	figure	figure	NOUN
fis-4053	146	4	13	13	NUM
fis-4053	146	5	:	:	PUNCT
fis-4053	146	6	plastic	plastic	ADJ
fis-4053	146	7	strain	strain	NOUN
fis-4053	146	8	distribution	distribution	NOUN
fis-4053	146	9	displayed	display	VERB
fis-4053	146	10	in	in	ADP
fis-4053	146	11	the	the	DET
fis-4053	146	12	simulation	simulation	NOUN
fis-4053	146	13	compared	compare	VERB
fis-4053	146	14	to	to	ADP
fis-4053	146	15	lvl	lvl	NOUN
fis-4053	146	16	bending	bend	VERB
fis-4053	146	17	tension	tension	NOUN
fis-4053	146	18	failure	failure	NOUN
fis-4053	146	19	obtained	obtain	VERB
fis-4053	146	20	at	at	ADP
fis-4053	146	21	one	one	NUM
fis-4053	146	22	-	-	PUNCT
fis-4053	146	23	third	third	ADJ
fis-4053	146	24	span	span	NOUN
fis-4053	146	25	of	of	ADP
fis-4053	146	26	the	the	DET
fis-4053	146	27	beam	beam	NOUN
fis-4053	146	28	g1	g1	PROPN
fis-4053	146	29	[	[	X
fis-4053	146	30	11	11	NUM
fis-4053	146	31	]	]	PUNCT
fis-4053	146	32	.	.	PUNCT
fis-4053	147	1	the	the	DET
fis-4053	147	2	second	second	ADJ
fis-4053	147	3	type	type	NOUN
fis-4053	147	4	is	be	AUX
fis-4053	147	5	shear	shear	ADJ
fis-4053	147	6	failure	failure	NOUN
fis-4053	147	7	of	of	ADP
fis-4053	147	8	the	the	DET
fis-4053	147	9	connection	connection	NOUN
fis-4053	147	10	in	in	ADP
fis-4053	147	11	the	the	DET
fis-4053	147	12	under	under	ADV
fis-4053	147	13	-	-	PUNCT
fis-4053	147	14	designed	design	VERB
fis-4053	147	15	beams	beam	NOUN
fis-4053	147	16	where	where	SCONJ
fis-4053	147	17	less	less	ADJ
fis-4053	147	18	number	number	NOUN
fis-4053	147	19	of	of	ADP
fis-4053	147	20	connection	connection	NOUN
fis-4053	147	21	are	be	AUX
fis-4053	147	22	installed	instal	VERB
fis-4053	147	23	.	.	PUNCT
fis-4053	148	1	the	the	DET
fis-4053	148	2	appearance	appearance	NOUN
fis-4053	148	3	of	of	ADP
fis-4053	148	4	plastic	plastic	ADJ
fis-4053	148	5	strain	strain	NOUN
fis-4053	148	6	in	in	ADP
fis-4053	148	7	the	the	DET
fis-4053	148	8	model	model	NOUN
fis-4053	148	9	is	be	AUX
fis-4053	148	10	an	an	DET
fis-4053	148	11	indication	indication	NOUN
fis-4053	148	12	of	of	ADP
fis-4053	148	13	cracks	crack	NOUN
fis-4053	148	14	.	.	PUNCT
fis-4053	149	1	the	the	DET
fis-4053	149	2	plastic	plastic	ADJ
fis-4053	149	3	strain	strain	NOUN
fis-4053	149	4	propagates	propagate	VERB
fis-4053	149	5	along	along	ADP
fis-4053	149	6	the	the	DET
fis-4053	149	7	notch	notch	NOUN
fis-4053	149	8	as	as	ADP
fis-4053	149	9	a	a	DET
fis-4053	149	10	sign	sign	NOUN
fis-4053	149	11	of	of	ADP
fis-4053	149	12	crack	crack	VERB
fis-4053	149	13	growth	growth	NOUN
fis-4053	149	14	until	until	SCONJ
fis-4053	149	15	it	it	PRON
fis-4053	149	16	completely	completely	ADV
fis-4053	149	17	separates	separate	VERB
fis-4053	149	18	from	from	ADP
fis-4053	149	19	the	the	DET
fis-4053	149	20	slab	slab	NOUN
fis-4053	149	21	,	,	PUNCT
fis-4053	149	22	causing	cause	VERB
fis-4053	149	23	the	the	DET
fis-4053	149	24	fracture	fracture	NOUN
fis-4053	149	25	of	of	ADP
fis-4053	149	26	the	the	DET
fis-4053	149	27	connection	connection	NOUN
fis-4053	149	28	and	and	CCONJ
fis-4053	149	29	the	the	DET
fis-4053	149	30	deterioration	deterioration	NOUN
fis-4053	149	31	of	of	ADP
fis-4053	149	32	the	the	DET
fis-4053	149	33	concrete	concrete	NOUN
fis-4053	149	34	surrounding	surround	VERB
fis-4053	149	35	the	the	DET
fis-4053	149	36	coach	coach	NOUN
fis-4053	149	37	screw	screw	VERB
fis-4053	149	38	.	.	PUNCT
fis-4053	150	1	figure	figure	NOUN
fis-4053	150	2	14	14	NUM
fis-4053	150	3	:	:	PUNCT
fis-4053	150	4	plastic	plastic	ADJ
fis-4053	150	5	strain	strain	NOUN
fis-4053	150	6	distribution	distribution	NOUN
fis-4053	150	7	displayed	display	VERB
fis-4053	150	8	at	at	ADP
fis-4053	150	9	the	the	DET
fis-4053	150	10	notch	notch	ADJ
fis-4053	150	11	connection	connection	NOUN
fis-4053	150	12	compared	compare	VERB
fis-4053	150	13	to	to	ADP
fis-4053	150	14	failure	failure	NOUN
fis-4053	150	15	mode	mode	NOUN
fis-4053	150	16	obtained	obtain	VERB
fis-4053	150	17	in	in	ADP
fis-4053	150	18	the	the	DET
fis-4053	150	19	test	test	NOUN
fis-4053	150	20	.	.	PUNCT
fis-4053	151	1	this	this	DET
fis-4053	151	2	failure	failure	NOUN
fis-4053	151	3	mode	mode	NOUN
fis-4053	151	4	of	of	ADP
fis-4053	151	5	the	the	DET
fis-4053	151	6	notch	notch	ADJ
fis-4053	151	7	connection	connection	NOUN
fis-4053	151	8	was	be	AUX
fis-4053	151	9	similar	similar	ADJ
fis-4053	151	10	to	to	ADP
fis-4053	151	11	what	what	PRON
fis-4053	151	12	was	be	AUX
fis-4053	151	13	observed	observe	VERB
fis-4053	151	14	in	in	ADP
fis-4053	151	15	the	the	DET
fis-4053	151	16	push	push	VERB
fis-4053	151	17	-	-	PUNCT
fis-4053	151	18	out	out	ADP
fis-4053	151	19	tests	test	NOUN
fis-4053	151	20	,	,	PUNCT
fis-4053	151	21	where	where	SCONJ
fis-4053	151	22	it	it	PRON
fis-4053	151	23	was	be	AUX
fis-4053	151	24	found	find	VERB
fis-4053	151	25	that	that	SCONJ
fis-4053	151	26	the	the	DET
fis-4053	151	27	concrete	concrete	ADJ
fis-4053	151	28	strength	strength	NOUN
fis-4053	151	29	had	have	VERB
fis-4053	151	30	a	a	DET
fis-4053	151	31	significant	significant	ADJ
fis-4053	151	32	influence	influence	NOUN
fis-4053	151	33	on	on	ADP
fis-4053	151	34	the	the	DET
fis-4053	151	35	shear	shear	NOUN
fis-4053	151	36	strength	strength	NOUN
fis-4053	151	37	of	of	ADP
fis-4053	151	38	the	the	DET
fis-4053	151	39	connection	connection	NOUN
fis-4053	151	40	,	,	PUNCT
fis-4053	151	41	and	and	CCONJ
fis-4053	151	42	thus	thus	ADV
fis-4053	151	43	,	,	PUNCT
fis-4053	151	44	the	the	DET
fis-4053	151	45	load	load	NOUN
fis-4053	151	46	-	-	PUNCT
fis-4053	151	47	bearing	bear	VERB
fis-4053	151	48	capacity	capacity	NOUN
fis-4053	151	49	of	of	ADP
fis-4053	151	50	the	the	DET
fis-4053	151	51	composite	composite	ADJ
fis-4053	151	52	beam	beam	NOUN
fis-4053	151	53	[	[	X
fis-4053	151	54	14	14	NUM
fis-4053	151	55	]	]	PUNCT
fis-4053	151	56	.	.	PUNCT
fis-4053	152	1	in	in	ADP
fis-4053	152	2	conclusion	conclusion	NOUN
fis-4053	152	3	,	,	PUNCT
fis-4053	152	4	the	the	DET
fis-4053	152	5	model	model	NOUN
fis-4053	152	6	can	can	AUX
fis-4053	152	7	satisfactorily	satisfactorily	ADV
fis-4053	152	8	predict	predict	VERB
fis-4053	152	9	the	the	DET
fis-4053	152	10	short	short	ADJ
fis-4053	152	11	-	-	PUNCT
fis-4053	152	12	term	term	NOUN
fis-4053	152	13	behaviour	behaviour	NOUN
fis-4053	152	14	of	of	ADP
fis-4053	152	15	the	the	DET
fis-4053	152	16	timber	timber	NOUN
fis-4053	152	17	-	-	PUNCT
fis-4053	152	18	concrete	concrete	ADJ
fis-4053	152	19	composite	composite	ADJ
fis-4053	152	20	beams	beam	NOUN
fis-4053	152	21	with	with	ADP
fis-4053	152	22	notched	notch	VERB
fis-4053	152	23	connections	connection	NOUN
fis-4053	152	24	specifically	specifically	ADV
fis-4053	152	25	predict	predict	VERB
fis-4053	152	26	the	the	DET
fis-4053	152	27	stiffness	stiffness	NOUN
fis-4053	152	28	and	and	CCONJ
fis-4053	152	29	the	the	DET
fis-4053	152	30	maximum	maximum	ADJ
fis-4053	152	31	load	load	NOUN
fis-4053	152	32	carrying	carry	VERB
fis-4053	152	33	capacity	capacity	NOUN
fis-4053	152	34	either	either	CCONJ
fis-4053	152	35	in	in	ADP
fis-4053	152	36	the	the	DET
fis-4053	152	37	well	well	ADV
fis-4053	152	38	-	-	PUNCT
fis-4053	152	39	designed	design	VERB
fis-4053	152	40	beams	beam	NOUN
fis-4053	152	41	or	or	CCONJ
fis-4053	152	42	in	in	ADP
fis-4053	152	43	the	the	DET
fis-4053	152	44	under	under	ADV
fis-4053	152	45	-	-	PUNCT
fis-4053	152	46	designed	design	VERB
fis-4053	152	47	beams	beam	NOUN
fis-4053	152	48	with	with	ADP
fis-4053	152	49	different	different	ADJ
fis-4053	152	50	dispositions	disposition	NOUN
fis-4053	152	51	and	and	CCONJ
fis-4053	152	52	variety	variety	NOUN
fis-4053	152	53	of	of	ADP
fis-4053	152	54	connections	connection	NOUN
fis-4053	152	55	which	which	PRON
fis-4053	152	56	implied	imply	VERB
fis-4053	152	57	the	the	DET
fis-4053	152	58	validation	validation	NOUN
fis-4053	152	59	of	of	ADP
fis-4053	152	60	the	the	DET
fis-4053	152	61	model	model	NOUN
fis-4053	152	62	.	.	PUNCT
fis-4053	153	1	300	300	NUM
fis-4053	153	2	 	 	SPACE
fis-4053	153	3	mm	mm	NOUN
fis-4053	153	4	  	  	SPACE
fis-4053	153	5	100	100	NUM
fis-4053	153	6	 	 	SPACE
fis-4053	153	7	mm	mm	PROPN
fis-4053	153	8	  	  	SPACE
fis-4053	153	9	h.	h.	PROPN
fis-4053	153	10	zine	zine	PROPN
fis-4053	153	11	laabidine	laabidine	NOUN
fis-4053	153	12	et	et	PROPN
fis-4053	153	13	alii	alii	PROPN
fis-4053	153	14	,	,	PUNCT
fis-4053	153	15	frattura	frattura	PROPN
fis-4053	153	16	ed	ed	PROPN
fis-4053	153	17	integrità	integrità	PROPN
fis-4053	153	18	strutturale	strutturale	PROPN
fis-4053	153	19	,	,	PUNCT
fis-4053	153	20	64	64	NUM
fis-4053	153	21	(	(	PUNCT
fis-4053	153	22	2023	2023	NUM
fis-4053	153	23	)	)	PUNCT
fis-4053	153	24	186	186	NUM
fis-4053	153	25	-	-	SYM
fis-4053	153	26	203	203	NUM
fis-4053	153	27	;	;	PUNCT
fis-4053	153	28	doi	doi	NOUN
fis-4053	153	29	:	:	PUNCT
fis-4053	153	30	10.3221	10.3221	NUM
fis-4053	153	31	/	/	SYM
fis-4053	153	32	igf	igf	PROPN
fis-4053	153	33	-	-	PUNCT
fis-4053	153	34	esis.64.12	esis.64.12	PROPN
fis-4053	153	35	196	196	NUM
fis-4053	153	36	research	research	NOUN
fis-4053	153	37	for	for	ADP
fis-4053	153	38	the	the	DET
fis-4053	153	39	optimal	optimal	ADJ
fis-4053	153	40	location	location	NOUN
fis-4053	153	41	objective	objective	NOUN
fis-4053	153	42	he	he	PRON
fis-4053	153	43	study	study	VERB
fis-4053	153	44	aims	aim	VERB
fis-4053	153	45	to	to	PART
fis-4053	153	46	investigate	investigate	VERB
fis-4053	153	47	the	the	DET
fis-4053	153	48	short	short	ADJ
fis-4053	153	49	-	-	PUNCT
fis-4053	153	50	term	term	NOUN
fis-4053	153	51	behaviour	behaviour	NOUN
fis-4053	153	52	of	of	ADP
fis-4053	153	53	timber	timber	NOUN
fis-4053	153	54	-	-	PUNCT
fis-4053	153	55	concrete	concrete	ADJ
fis-4053	153	56	composite	composite	ADJ
fis-4053	153	57	beams	beam	NOUN
fis-4053	153	58	employing	employ	VERB
fis-4053	153	59	previously	previously	ADV
fis-4053	153	60	approved	approve	VERB
fis-4053	153	61	fem	fem	NOUN
fis-4053	153	62	.	.	PUNCT
fis-4053	154	1	its	its	PRON
fis-4053	154	2	specific	specific	ADJ
fis-4053	154	3	goal	goal	NOUN
fis-4053	154	4	is	be	AUX
fis-4053	154	5	to	to	PART
fis-4053	154	6	investigate	investigate	VERB
fis-4053	154	7	the	the	DET
fis-4053	154	8	load	load	NOUN
fis-4053	154	9	-	-	PUNCT
fis-4053	154	10	mid	mid	ADJ
fis-4053	154	11	-	-	ADJ
fis-4053	154	12	span	span	NOUN
fis-4053	154	13	deflection	deflection	NOUN
fis-4053	154	14	behaviour	behaviour	NOUN
fis-4053	154	15	of	of	ADP
fis-4053	154	16	the	the	DET
fis-4053	154	17	tcc	tcc	PROPN
fis-4053	154	18	beam	beam	NOUN
fis-4053	154	19	characterised	characterise	VERB
fis-4053	154	20	by	by	ADP
fis-4053	154	21	the	the	DET
fis-4053	154	22	maximum	maximum	ADJ
fis-4053	154	23	registered	register	VERB
fis-4053	154	24	load	load	NOUN
fis-4053	154	25	and	and	CCONJ
fis-4053	154	26	the	the	DET
fis-4053	154	27	tcc	tcc	PROPN
fis-4053	154	28	beam	beam	NOUN
fis-4053	154	29	stiffness	stiffness	NOUN
fis-4053	154	30	.	.	PUNCT
fis-4053	155	1	these	these	PRON
fis-4053	155	2	are	be	AUX
fis-4053	155	3	the	the	DET
fis-4053	155	4	two	two	NUM
fis-4053	155	5	main	main	ADJ
fis-4053	155	6	qualities	quality	NOUN
fis-4053	155	7	requested	request	VERB
fis-4053	155	8	in	in	ADP
fis-4053	155	9	the	the	DET
fis-4053	155	10	tcc	tcc	PROPN
fis-4053	155	11	beam	beam	NOUN
fis-4053	155	12	,	,	PUNCT
fis-4053	155	13	which	which	PRON
fis-4053	155	14	are	be	AUX
fis-4053	155	15	strongly	strongly	ADV
fis-4053	155	16	affected	affect	VERB
fis-4053	155	17	by	by	ADP
fis-4053	155	18	the	the	DET
fis-4053	155	19	notch	notch	ADJ
fis-4053	155	20	location	location	NOUN
fis-4053	155	21	and	and	CCONJ
fis-4053	155	22	the	the	DET
fis-4053	155	23	notch	notch	ADJ
fis-4053	155	24	length	length	NOUN
fis-4053	155	25	.	.	PUNCT
fis-4053	156	1	this	this	DET
fis-4053	156	2	study	study	NOUN
fis-4053	156	3	aims	aim	VERB
fis-4053	156	4	to	to	PART
fis-4053	156	5	improve	improve	VERB
fis-4053	156	6	the	the	DET
fis-4053	156	7	performance	performance	NOUN
fis-4053	156	8	of	of	ADP
fis-4053	156	9	the	the	DET
fis-4053	156	10	tcc	tcc	PROPN
fis-4053	156	11	beam	beam	NOUN
fis-4053	156	12	by	by	ADP
fis-4053	156	13	maximising	maximise	VERB
fis-4053	156	14	its	its	PRON
fis-4053	156	15	strength	strength	NOUN
fis-4053	156	16	and	and	CCONJ
fis-4053	156	17	stiffness	stiffness	NOUN
fis-4053	156	18	.	.	PUNCT
fis-4053	157	1	this	this	PRON
fis-4053	157	2	leads	lead	VERB
fis-4053	157	3	us	we	PRON
fis-4053	157	4	to	to	ADP
fis-4053	157	5	an	an	DET
fis-4053	157	6	optimal	optimal	ADJ
fis-4053	157	7	study	study	NOUN
fis-4053	157	8	of	of	ADP
fis-4053	157	9	the	the	DET
fis-4053	157	10	tcc	tcc	PROPN
fis-4053	157	11	beam	beam	NOUN
fis-4053	157	12	affected	affect	VERB
fis-4053	157	13	by	by	ADP
fis-4053	157	14	the	the	DET
fis-4053	157	15	notch	notch	NOUN
fis-4053	157	16	location	location	NOUN
fis-4053	157	17	.	.	PUNCT
fis-4053	158	1	in	in	ADP
fis-4053	158	2	other	other	ADJ
fis-4053	158	3	words	word	NOUN
fis-4053	158	4	,	,	PUNCT
fis-4053	158	5	find	find	VERB
fis-4053	158	6	the	the	DET
fis-4053	158	7	most	most	ADV
fis-4053	158	8	suitable	suitable	ADJ
fis-4053	158	9	location	location	NOUN
fis-4053	158	10	for	for	ADP
fis-4053	158	11	a	a	DET
fis-4053	158	12	notch	notch	ADJ
fis-4053	158	13	connection	connection	NOUN
fis-4053	158	14	to	to	PART
fis-4053	158	15	maximize	maximize	VERB
fis-4053	158	16	the	the	DET
fis-4053	158	17	stiffness	stiffness	NOUN
fis-4053	158	18	and	and	CCONJ
fis-4053	158	19	strength	strength	NOUN
fis-4053	158	20	.	.	PUNCT
fis-4053	159	1	method	method	NOUN
fis-4053	159	2	to	to	PART
fis-4053	159	3	find	find	VERB
fis-4053	159	4	the	the	DET
fis-4053	159	5	optimal	optimal	ADJ
fis-4053	159	6	location	location	NOUN
fis-4053	159	7	,	,	PUNCT
fis-4053	159	8	only	only	ADV
fis-4053	159	9	one	one	NUM
fis-4053	159	10	notch	notch	NOUN
fis-4053	159	11	was	be	AUX
fis-4053	159	12	installed	instal	VERB
fis-4053	159	13	at	at	ADP
fis-4053	159	14	once	once	ADV
fis-4053	159	15	in	in	ADP
fis-4053	159	16	the	the	DET
fis-4053	159	17	composite	composite	ADJ
fis-4053	159	18	beam	beam	NOUN
fis-4053	159	19	at	at	ADP
fis-4053	159	20	a	a	DET
fis-4053	159	21	specific	specific	ADJ
fis-4053	159	22	location	location	NOUN
fis-4053	159	23	.	.	PUNCT
fis-4053	160	1	six	six	NUM
fis-4053	160	2	locations	location	NOUN
fis-4053	160	3	are	be	AUX
fis-4053	160	4	selected	select	VERB
fis-4053	160	5	namely	namely	ADV
fis-4053	160	6	:	:	PUNCT
fis-4053	160	7	p2500	p2500	NUM
fis-4053	160	8	,	,	PUNCT
fis-4053	160	9	p3000	p3000	NOUN
fis-4053	160	10	,	,	PUNCT
fis-4053	160	11	p3250	p3250	PROPN
fis-4053	160	12	,	,	PUNCT
fis-4053	160	13	p3500	p3500	PROPN
fis-4053	160	14	,	,	PUNCT
fis-4053	160	15	p3750	p3750	PROPN
fis-4053	160	16	and	and	CCONJ
fis-4053	160	17	p4000	p4000	PROPN
fis-4053	160	18	,	,	PUNCT
fis-4053	160	19	which	which	PRON
fis-4053	160	20	represent	represent	VERB
fis-4053	160	21	the	the	DET
fis-4053	160	22	distance	distance	NOUN
fis-4053	160	23	from	from	ADP
fis-4053	160	24	the	the	DET
fis-4053	160	25	mid	mid	NOUN
fis-4053	160	26	-	-	NOUN
fis-4053	160	27	span	span	NOUN
fis-4053	160	28	of	of	ADP
fis-4053	160	29	the	the	DET
fis-4053	160	30	beam	beam	NOUN
fis-4053	160	31	to	to	ADP
fis-4053	160	32	the	the	DET
fis-4053	160	33	notch	notch	ADJ
fis-4053	160	34	centre	centre	NOUN
fis-4053	160	35	.	.	PUNCT
fis-4053	161	1	another	another	DET
fis-4053	161	2	location	location	NOUN
fis-4053	161	3	p2000	p2000	PROPN
fis-4053	161	4	was	be	AUX
fis-4053	161	5	added	add	VERB
fis-4053	161	6	later	later	ADV
fis-4053	161	7	to	to	PART
fis-4053	161	8	visualise	visualise	VERB
fis-4053	161	9	the	the	DET
fis-4053	161	10	variation	variation	NOUN
fis-4053	161	11	in	in	ADP
fis-4053	161	12	stiffness	stiffness	NOUN
fis-4053	161	13	around	around	ADP
fis-4053	161	14	the	the	DET
fis-4053	161	15	location	location	NOUN
fis-4053	161	16	p3000	p3000	NOUN
fis-4053	161	17	.	.	PUNCT
fis-4053	162	1	four	four	NUM
fis-4053	162	2	rectangular	rectangular	ADJ
fis-4053	162	3	notches	notch	NOUN
fis-4053	162	4	were	be	AUX
fis-4053	162	5	selected	select	VERB
fis-4053	162	6	.	.	PUNCT
fis-4053	163	1	they	they	PRON
fis-4053	163	2	all	all	PRON
fis-4053	163	3	have	have	VERB
fis-4053	163	4	the	the	DET
fis-4053	163	5	same	same	ADJ
fis-4053	163	6	depth	depth	NOUN
fis-4053	163	7	of	of	ADP
fis-4053	163	8	25	25	NUM
fis-4053	163	9	mm	mm	NOUN
fis-4053	163	10	and	and	CCONJ
fis-4053	163	11	the	the	DET
fis-4053	163	12	same	same	ADJ
fis-4053	163	13	width	width	NOUN
fis-4053	163	14	of	of	ADP
fis-4053	163	15	63	63	NUM
fis-4053	163	16	mm	mm	NOUN
fis-4053	163	17	.	.	PUNCT
fis-4053	164	1	each	each	DET
fis-4053	164	2	notch	notch	ADJ
fis-4053	164	3	connection	connection	NOUN
fis-4053	164	4	has	have	VERB
fis-4053	164	5	a	a	DET
fis-4053	164	6	different	different	ADJ
fis-4053	164	7	length	length	NOUN
fis-4053	164	8	of	of	ADP
fis-4053	164	9	50	50	NUM
fis-4053	164	10	,	,	PUNCT
fis-4053	164	11	100	100	NUM
fis-4053	164	12	,	,	PUNCT
fis-4053	164	13	150	150	NUM
fis-4053	164	14	,	,	PUNCT
fis-4053	164	15	and	and	CCONJ
fis-4053	164	16	200	200	NUM
fis-4053	164	17	mm	mm	NOUN
fis-4053	164	18	.	.	PUNCT
fis-4053	165	1	this	this	DET
fis-4053	165	2	variation	variation	NOUN
fis-4053	165	3	in	in	ADP
fis-4053	165	4	length	length	NOUN
fis-4053	165	5	is	be	AUX
fis-4053	165	6	necessary	necessary	ADJ
fis-4053	165	7	to	to	PART
fis-4053	165	8	verify	verify	VERB
fis-4053	165	9	that	that	SCONJ
fis-4053	165	10	the	the	DET
fis-4053	165	11	optimal	optimal	ADJ
fis-4053	165	12	location	location	NOUN
fis-4053	165	13	is	be	AUX
fis-4053	165	14	not	not	PART
fis-4053	165	15	affected	affect	VERB
fis-4053	165	16	by	by	ADP
fis-4053	165	17	its	its	PRON
fis-4053	165	18	length	length	NOUN
fis-4053	165	19	.	.	PUNCT
fis-4053	166	1	the	the	DET
fis-4053	166	2	notch	notch	ADJ
fis-4053	166	3	length	length	NOUN
fis-4053	166	4	is	be	AUX
fis-4053	166	5	the	the	DET
fis-4053	166	6	chosen	choose	VERB
fis-4053	166	7	parameter	parameter	NOUN
fis-4053	166	8	because	because	SCONJ
fis-4053	166	9	of	of	ADP
fis-4053	166	10	its	its	PRON
fis-4053	166	11	high	high	ADJ
fis-4053	166	12	effect	effect	NOUN
fis-4053	166	13	on	on	ADP
fis-4053	166	14	the	the	DET
fis-4053	166	15	performance	performance	NOUN
fis-4053	166	16	of	of	ADP
fis-4053	166	17	the	the	DET
fis-4053	166	18	notch	notch	ADJ
fis-4053	166	19	connection	connection	NOUN
fis-4053	166	20	and	and	CCONJ
fis-4053	166	21	consequently	consequently	ADV
fis-4053	166	22	on	on	ADP
fis-4053	166	23	the	the	DET
fis-4053	166	24	tcc	tcc	PROPN
fis-4053	166	25	beam	beam	NOUN
fis-4053	166	26	behaviour	behaviour	NOUN
fis-4053	166	27	.	.	PUNCT
fis-4053	167	1	the	the	DET
fis-4053	167	2	notch	notch	NOUN
fis-4053	167	3	is	be	AUX
fis-4053	167	4	equipped	equip	VERB
fis-4053	167	5	with	with	ADP
fis-4053	167	6	a	a	DET
fis-4053	167	7	lag	lag	NOUN
fis-4053	167	8	screw	screw	NOUN
fis-4053	167	9	of	of	ADP
fis-4053	167	10	16	16	NUM
fis-4053	167	11	mm	mm	PROPN
fis-4053	167	12	diameter	diameter	NOUN
fis-4053	167	13	.	.	PUNCT
fis-4053	168	1	with	with	ADP
fis-4053	168	2	only	only	ADV
fis-4053	168	3	one	one	NUM
fis-4053	168	4	notch	notch	ADJ
fis-4053	168	5	connection	connection	NOUN
fis-4053	168	6	installed	instal	VERB
fis-4053	168	7	every	every	DET
fis-4053	168	8	time	time	NOUN
fis-4053	168	9	at	at	ADP
fis-4053	168	10	six	six	NUM
fis-4053	168	11	different	different	ADJ
fis-4053	168	12	locations	location	NOUN
fis-4053	168	13	,	,	PUNCT
fis-4053	168	14	twenty	twenty	NUM
fis-4053	168	15	-	-	PUNCT
fis-4053	168	16	four	four	NUM
fis-4053	168	17	(	(	PUNCT
fis-4053	168	18	24	24	NUM
fis-4053	168	19	)	)	PUNCT
fis-4053	168	20	load	load	NOUN
fis-4053	168	21	-	-	PUNCT
fis-4053	168	22	mid	mid	ADJ
fis-4053	168	23	-	-	ADJ
fis-4053	168	24	span	span	NOUN
fis-4053	168	25	curves	curve	NOUN
fis-4053	168	26	are	be	AUX
fis-4053	168	27	plotted	plot	VERB
fis-4053	168	28	to	to	PART
fis-4053	168	29	represent	represent	VERB
fis-4053	168	30	twenty	twenty	NUM
fis-4053	168	31	-	-	PUNCT
fis-4053	168	32	four	four	NUM
fis-4053	168	33	(	(	PUNCT
fis-4053	168	34	24	24	NUM
fis-4053	168	35	)	)	PUNCT
fis-4053	168	36	separate	separate	ADJ
fis-4053	168	37	cases	case	NOUN
fis-4053	168	38	.	.	PUNCT
fis-4053	169	1	these	these	DET
fis-4053	169	2	curves	curve	NOUN
fis-4053	169	3	are	be	AUX
fis-4053	169	4	grouped	group	VERB
fis-4053	169	5	by	by	ADP
fis-4053	169	6	location	location	NOUN
fis-4053	169	7	.	.	PUNCT
fis-4053	170	1	the	the	DET
fis-4053	170	2	studied	study	VERB
fis-4053	170	3	tcc	tcc	PROPN
fis-4053	170	4	beam	beam	NOUN
fis-4053	170	5	is	be	AUX
fis-4053	170	6	illustrated	illustrate	VERB
fis-4053	170	7	in	in	ADP
fis-4053	170	8	fig	fig	NOUN
fis-4053	170	9	.	.	PUNCT
fis-4053	171	1	13	13	NUM
fis-4053	171	2	.	.	X
fis-4053	171	3	figure	figure	NOUN
fis-4053	171	4	15	15	NUM
fis-4053	171	5	:	:	PUNCT
fis-4053	171	6	the	the	DET
fis-4053	171	7	parameters	parameter	NOUN
fis-4053	171	8	of	of	ADP
fis-4053	171	9	this	this	DET
fis-4053	171	10	optimal	optimal	ADJ
fis-4053	171	11	study	study	NOUN
fis-4053	171	12	.	.	PUNCT
fis-4053	172	1	the	the	DET
fis-4053	172	2	following	follow	VERB
fis-4053	172	3	abbreviations	abbreviation	NOUN
fis-4053	172	4	listed	list	VERB
fis-4053	172	5	in	in	ADP
fis-4053	172	6	tab.6	tab.6	PROPN
fis-4053	172	7	was	be	AUX
fis-4053	172	8	considered	consider	VERB
fis-4053	172	9	to	to	PART
fis-4053	172	10	make	make	VERB
fis-4053	172	11	easy	easy	ADJ
fis-4053	172	12	the	the	DET
fis-4053	172	13	interpretation	interpretation	NOUN
fis-4053	172	14	of	of	ADP
fis-4053	172	15	the	the	DET
fis-4053	172	16	results	result	NOUN
fis-4053	172	17	:	:	PUNCT
fis-4053	172	18	abbreviation	abbreviation	NOUN
fis-4053	172	19	designation	designation	NOUN
fis-4053	172	20	r	r	NOUN
fis-4053	172	21	50	50	NUM
fis-4053	172	22	rectangular	rectangular	ADJ
fis-4053	172	23	notch	notch	NOUN
fis-4053	172	24	of	of	ADP
fis-4053	172	25	50	50	NUM
fis-4053	172	26	mm	mm	NOUN
fis-4053	172	27	length	length	NOUN
fis-4053	172	28	,	,	PUNCT
fis-4053	172	29	63	63	NUM
fis-4053	172	30	mm	mm	NOUN
fis-4053	172	31	width	width	NOUN
fis-4053	172	32	and	and	CCONJ
fis-4053	172	33	25	25	NUM
fis-4053	172	34	mm	mm	NUM
fis-4053	172	35	depth	depth	NOUN
fis-4053	172	36	.	.	PUNCT
fis-4053	173	1	r	r	NOUN
fis-4053	173	2	100	100	NUM
fis-4053	173	3	rectangular	rectangular	ADJ
fis-4053	173	4	notch	notch	NOUN
fis-4053	173	5	of	of	ADP
fis-4053	173	6	100	100	NUM
fis-4053	173	7	mm	mm	NOUN
fis-4053	173	8	length	length	NOUN
fis-4053	173	9	,	,	PUNCT
fis-4053	173	10	63	63	NUM
fis-4053	173	11	mm	mm	NOUN
fis-4053	173	12	width	width	NOUN
fis-4053	173	13	and	and	CCONJ
fis-4053	173	14	25	25	NUM
fis-4053	173	15	mm	mm	NUM
fis-4053	173	16	depth	depth	NOUN
fis-4053	173	17	.	.	PUNCT
fis-4053	174	1	r	r	NOUN
fis-4053	174	2	150	150	NUM
fis-4053	174	3	rectangular	rectangular	ADJ
fis-4053	174	4	notch	notch	NOUN
fis-4053	174	5	of	of	ADP
fis-4053	174	6	150	150	NUM
fis-4053	174	7	mm	mm	NOUN
fis-4053	174	8	length	length	NOUN
fis-4053	174	9	,	,	PUNCT
fis-4053	174	10	63	63	NUM
fis-4053	174	11	mm	mm	NOUN
fis-4053	174	12	width	width	NOUN
fis-4053	174	13	and	and	CCONJ
fis-4053	174	14	25	25	NUM
fis-4053	174	15	mm	mm	NUM
fis-4053	174	16	depth	depth	NOUN
fis-4053	174	17	.	.	PUNCT
fis-4053	175	1	r	r	NOUN
fis-4053	175	2	200	200	NUM
fis-4053	175	3	rectangular	rectangular	ADJ
fis-4053	175	4	notch	notch	NOUN
fis-4053	175	5	of	of	ADP
fis-4053	175	6	200	200	NUM
fis-4053	175	7	mm	mm	NOUN
fis-4053	175	8	length	length	NOUN
fis-4053	175	9	,	,	PUNCT
fis-4053	175	10	63	63	NUM
fis-4053	175	11	mm	mm	NOUN
fis-4053	175	12	width	width	NOUN
fis-4053	175	13	and	and	CCONJ
fis-4053	175	14	25	25	NUM
fis-4053	175	15	mm	mm	NUM
fis-4053	175	16	depth	depth	NOUN
fis-4053	175	17	.	.	PUNCT
fis-4053	176	1	p	p	X
fis-4053	176	2	2500	2500	NUM
fis-4053	176	3	the	the	DET
fis-4053	176	4	notch	notch	NOUN
fis-4053	176	5	is	be	AUX
fis-4053	176	6	located	locate	VERB
fis-4053	176	7	2.5	2.5	NUM
fis-4053	176	8	m	m	NOUN
fis-4053	176	9	from	from	ADP
fis-4053	176	10	mid	mid	NOUN
fis-4053	176	11	-	-	NOUN
fis-4053	176	12	span	span	NOUN
fis-4053	176	13	.	.	PUNCT
fis-4053	177	1	p	p	X
fis-4053	177	2	3000	3000	NUM
fis-4053	177	3	the	the	DET
fis-4053	177	4	notch	notch	NOUN
fis-4053	177	5	is	be	AUX
fis-4053	177	6	located	locate	VERB
fis-4053	177	7	3	3	NUM
fis-4053	177	8	m	m	NOUN
fis-4053	177	9	from	from	ADP
fis-4053	177	10	mid	mid	NOUN
fis-4053	177	11	-	-	NOUN
fis-4053	177	12	span	span	NOUN
fis-4053	177	13	.	.	PUNCT
fis-4053	178	1	p	p	X
fis-4053	178	2	3250	3250	NUM
fis-4053	178	3	the	the	DET
fis-4053	178	4	notch	notch	NOUN
fis-4053	178	5	is	be	AUX
fis-4053	178	6	located	locate	VERB
fis-4053	178	7	3.25	3.25	NUM
fis-4053	178	8	m	m	NOUN
fis-4053	178	9	from	from	ADP
fis-4053	178	10	mid	mid	NOUN
fis-4053	178	11	-	-	NOUN
fis-4053	178	12	span	span	NOUN
fis-4053	178	13	.	.	PUNCT
fis-4053	179	1	p	p	X
fis-4053	179	2	3500	3500	NUM
fis-4053	179	3	the	the	DET
fis-4053	179	4	notch	notch	NOUN
fis-4053	179	5	is	be	AUX
fis-4053	179	6	located	locate	VERB
fis-4053	179	7	3.5	3.5	NUM
fis-4053	179	8	m	m	NOUN
fis-4053	179	9	from	from	ADP
fis-4053	179	10	mid	mid	NOUN
fis-4053	179	11	-	-	NOUN
fis-4053	179	12	span	span	NOUN
fis-4053	179	13	.	.	PUNCT
fis-4053	180	1	p	p	X
fis-4053	180	2	3750	3750	NUM
fis-4053	180	3	the	the	DET
fis-4053	180	4	notch	notch	NOUN
fis-4053	180	5	is	be	AUX
fis-4053	180	6	located	locate	VERB
fis-4053	180	7	3.75	3.75	NUM
fis-4053	180	8	m	m	NOUN
fis-4053	180	9	from	from	ADP
fis-4053	180	10	mid	mid	NOUN
fis-4053	180	11	-	-	NOUN
fis-4053	180	12	span	span	NOUN
fis-4053	180	13	.	.	PUNCT
fis-4053	181	1	p	p	NOUN
fis-4053	181	2	4000	4000	NUM
fis-4053	181	3	the	the	DET
fis-4053	181	4	notch	notch	NOUN
fis-4053	181	5	is	be	AUX
fis-4053	181	6	located	locate	VERB
fis-4053	181	7	4	4	NUM
fis-4053	181	8	m	m	VERB
fis-4053	181	9	from	from	ADP
fis-4053	181	10	mid	mid	ADJ
fis-4053	181	11	-	-	NOUN
fis-4053	181	12	span	span	NOUN
fis-4053	181	13	.	.	PUNCT
fis-4053	182	1	table	table	NOUN
fis-4053	182	2	6	6	NUM
fis-4053	182	3	:	:	PUNCT
fis-4053	182	4	the	the	DET
fis-4053	182	5	abbreviations	abbreviation	NOUN
fis-4053	182	6	adopted	adopt	VERB
fis-4053	182	7	in	in	ADP
fis-4053	182	8	the	the	DET
fis-4053	182	9	study	study	NOUN
fis-4053	182	10	.	.	PUNCT
fis-4053	183	1	t	t	PROPN
fis-4053	183	2	h.	h.	PROPN
fis-4053	183	3	zine	zine	PROPN
fis-4053	183	4	laabidine	laabidine	VERB
fis-4053	183	5	et	et	PROPN
fis-4053	183	6	alii	alii	PROPN
fis-4053	183	7	,	,	PUNCT
fis-4053	183	8	frattura	frattura	PROPN
fis-4053	183	9	ed	ed	PROPN
fis-4053	183	10	integrità	integrità	PROPN
fis-4053	183	11	strutturale	strutturale	PROPN
fis-4053	183	12	,	,	PUNCT
fis-4053	183	13	64	64	NUM
fis-4053	183	14	(	(	PUNCT
fis-4053	183	15	2023	2023	NUM
fis-4053	183	16	)	)	PUNCT
fis-4053	183	17	186	186	NUM
fis-4053	183	18	-	-	SYM
fis-4053	183	19	203	203	NUM
fis-4053	183	20	;	;	PUNCT
fis-4053	183	21	doi	doi	NOUN
fis-4053	183	22	:	:	PUNCT
fis-4053	183	23	10.3221	10.3221	NUM
fis-4053	183	24	/	/	SYM
fis-4053	183	25	igf	igf	PROPN
fis-4053	183	26	-	-	PUNCT
fis-4053	183	27	esis.64.12	esis.64.12	PROPN
fis-4053	183	28	197	197	NUM
fis-4053	183	29	results	result	NOUN
fis-4053	183	30	and	and	CCONJ
fis-4053	183	31	discussions	discussion	NOUN
fis-4053	183	32	ig	ig	PROPN
fis-4053	183	33	.	.	PROPN
fis-4053	183	34	16	16	NUM
fis-4053	183	35	illustrates	illustrate	VERB
fis-4053	183	36	the	the	DET
fis-4053	183	37	load	load	NOUN
fis-4053	183	38	-	-	PUNCT
fis-4053	183	39	mid	mid	ADJ
fis-4053	183	40	-	-	ADJ
fis-4053	183	41	span	span	NOUN
fis-4053	183	42	deflection	deflection	NOUN
fis-4053	183	43	curves	curve	NOUN
fis-4053	183	44	of	of	ADP
fis-4053	183	45	the	the	DET
fis-4053	183	46	twenty	twenty	NUM
fis-4053	183	47	four	four	NUM
fis-4053	183	48	cases	case	NOUN
fis-4053	183	49	.	.	PUNCT
fis-4053	184	1	figure	figure	VERB
fis-4053	184	2	16	16	NUM
fis-4053	184	3	:	:	PUNCT
fis-4053	184	4	load	load	NOUN
fis-4053	184	5	-	-	PUNCT
fis-4053	184	6	mid	mid	ADJ
fis-4053	184	7	-	-	ADJ
fis-4053	184	8	span	span	NOUN
fis-4053	184	9	curves	curve	NOUN
fis-4053	184	10	of	of	ADP
fis-4053	184	11	all	all	DET
fis-4053	184	12	bending	bend	VERB
fis-4053	184	13	cases	case	NOUN
fis-4053	184	14	of	of	ADP
fis-4053	184	15	r50	r50	NOUN
fis-4053	184	16	,	,	PUNCT
fis-4053	184	17	r100	r100	PROPN
fis-4053	184	18	,	,	PUNCT
fis-4053	184	19	r150	r150	PROPN
fis-4053	184	20	and	and	CCONJ
fis-4053	184	21	r200	r200	PROPN
fis-4053	184	22	in	in	ADP
fis-4053	184	23	different	different	ADJ
fis-4053	184	24	locations	location	NOUN
fis-4053	184	25	.	.	PUNCT
fis-4053	185	1	modes	mode	NOUN
fis-4053	185	2	of	of	ADP
fis-4053	185	3	failure	failure	NOUN
fis-4053	185	4	generally	generally	ADV
fis-4053	185	5	,	,	PUNCT
fis-4053	185	6	with	with	ADP
fis-4053	185	7	only	only	ADV
fis-4053	185	8	one	one	NUM
fis-4053	185	9	connection	connection	NOUN
fis-4053	185	10	installed	instal	VERB
fis-4053	185	11	on	on	ADP
fis-4053	185	12	each	each	DET
fis-4053	185	13	beam	beam	NOUN
fis-4053	185	14	,	,	PUNCT
fis-4053	185	15	all	all	DET
fis-4053	185	16	the	the	DET
fis-4053	185	17	beams	beam	NOUN
fis-4053	185	18	are	be	AUX
fis-4053	185	19	under	under	ADV
fis-4053	185	20	-	-	PUNCT
fis-4053	185	21	designed	design	VERB
fis-4053	185	22	,	,	PUNCT
fis-4053	185	23	and	and	CCONJ
fis-4053	185	24	they	they	PRON
fis-4053	185	25	appear	appear	VERB
fis-4053	185	26	to	to	PART
fis-4053	185	27	behave	behave	VERB
fis-4053	185	28	similarly	similarly	ADV
fis-4053	185	29	because	because	SCONJ
fis-4053	185	30	the	the	DET
fis-4053	185	31	insufficient	insufficient	ADJ
fis-4053	185	32	number	number	NOUN
fis-4053	185	33	of	of	ADP
fis-4053	185	34	connections	connection	NOUN
fis-4053	185	35	leads	lead	VERB
fis-4053	185	36	to	to	ADP
fis-4053	185	37	losing	lose	VERB
fis-4053	185	38	the	the	DET
fis-4053	185	39	composite	composite	ADJ
fis-4053	185	40	action	action	NOUN
fis-4053	185	41	before	before	ADP
fis-4053	185	42	any	any	DET
fis-4053	185	43	failure	failure	NOUN
fis-4053	185	44	in	in	ADP
fis-4053	185	45	the	the	DET
fis-4053	185	46	principal	principal	ADJ
fis-4053	185	47	parts	part	NOUN
fis-4053	185	48	consequently	consequently	ADV
fis-4053	185	49	the	the	DET
fis-4053	185	50	timber	timber	NOUN
fis-4053	185	51	beam	beam	NOUN
fis-4053	185	52	and	and	CCONJ
fis-4053	185	53	concrete	concrete	ADJ
fis-4053	185	54	slab	slab	NOUN
fis-4053	185	55	stay	stay	VERB
fis-4053	185	56	intact	intact	ADJ
fis-4053	185	57	.	.	PUNCT
fis-4053	186	1	the	the	DET
fis-4053	186	2	visualisation	visualisation	NOUN
fis-4053	186	3	of	of	ADP
fis-4053	186	4	the	the	DET
fis-4053	186	5	twenty	twenty	NUM
fis-4053	186	6	-	-	PUNCT
fis-4053	186	7	four	four	NUM
fis-4053	186	8	bending	bending	NOUN
fis-4053	186	9	beams	beam	NOUN
fis-4053	186	10	according	accord	VERB
fis-4053	186	11	to	to	ADP
fis-4053	186	12	their	their	PRON
fis-4053	186	13	failure	failure	NOUN
fis-4053	186	14	can	can	AUX
fis-4053	186	15	be	be	AUX
fis-4053	186	16	reduced	reduce	VERB
fis-4053	186	17	to	to	ADP
fis-4053	186	18	three	three	NUM
fis-4053	186	19	main	main	ADJ
fis-4053	186	20	categories	category	NOUN
fis-4053	186	21	a	a	PRON
fis-4053	186	22	,	,	PUNCT
fis-4053	186	23	b	b	PROPN
fis-4053	186	24	and	and	CCONJ
fis-4053	186	25	c	c	PROPN
fis-4053	186	26	illustrated	illustrate	VERB
fis-4053	186	27	in	in	ADP
fis-4053	186	28	fig	fig	NOUN
fis-4053	186	29	.	.	PUNCT
fis-4053	187	1	17	17	NUM
fis-4053	187	2	.	.	NOUN
fis-4053	188	1	which	which	PRON
fis-4053	188	2	are	be	AUX
fis-4053	188	3	:	:	PUNCT
fis-4053	188	4	a	a	X
fis-4053	188	5	)	)	PUNCT
fis-4053	188	6	shear	shear	NOUN
fis-4053	188	7	failure	failure	NOUN
fis-4053	188	8	of	of	ADP
fis-4053	188	9	the	the	DET
fis-4053	188	10	notch	notch	NOUN
fis-4053	188	11	without	without	ADP
fis-4053	188	12	remarkable	remarkable	ADJ
fis-4053	188	13	effect	effect	NOUN
fis-4053	188	14	on	on	ADP
fis-4053	188	15	the	the	DET
fis-4053	188	16	composite	composite	ADJ
fis-4053	188	17	action	action	NOUN
fis-4053	188	18	of	of	ADP
fis-4053	188	19	the	the	DET
fis-4053	188	20	tcc	tcc	PROPN
fis-4053	188	21	beam	beam	NOUN
fis-4053	188	22	.	.	PUNCT
fis-4053	189	1	f	f	PROPN
fis-4053	189	2	h.	h.	PROPN
fis-4053	189	3	zine	zine	PROPN
fis-4053	189	4	laabidine	laabidine	VERB
fis-4053	189	5	et	et	PROPN
fis-4053	189	6	alii	alii	PROPN
fis-4053	189	7	,	,	PUNCT
fis-4053	189	8	frattura	frattura	PROPN
fis-4053	189	9	ed	ed	PROPN
fis-4053	189	10	integrità	integrità	PROPN
fis-4053	189	11	strutturale	strutturale	PROPN
fis-4053	189	12	,	,	PUNCT
fis-4053	189	13	64	64	NUM
fis-4053	189	14	(	(	PUNCT
fis-4053	189	15	2023	2023	NUM
fis-4053	189	16	)	)	PUNCT
fis-4053	189	17	186	186	NUM
fis-4053	189	18	-	-	SYM
fis-4053	189	19	203	203	NUM
fis-4053	189	20	;	;	PUNCT
fis-4053	189	21	doi	doi	NOUN
fis-4053	189	22	:	:	PUNCT
fis-4053	189	23	10.3221	10.3221	NUM
fis-4053	189	24	/	/	SYM
fis-4053	189	25	igf	igf	PROPN
fis-4053	189	26	-	-	PUNCT
fis-4053	189	27	esis.64.12	esis.64.12	PROPN
fis-4053	189	28	198	198	NUM
fis-4053	189	29	b	b	NOUN
fis-4053	189	30	)	)	PUNCT
fis-4053	189	31	shear	shear	NOUN
fis-4053	189	32	failure	failure	NOUN
fis-4053	189	33	of	of	ADP
fis-4053	189	34	the	the	DET
fis-4053	189	35	lvl	lvl	NOUN
fis-4053	189	36	.	.	PUNCT
fis-4053	190	1	c	c	X
fis-4053	190	2	)	)	PUNCT
fis-4053	190	3	shear	shear	NOUN
fis-4053	190	4	failure	failure	NOUN
fis-4053	190	5	of	of	ADP
fis-4053	190	6	the	the	DET
fis-4053	190	7	notch	notch	NOUN
fis-4053	190	8	can	can	AUX
fis-4053	190	9	clearly	clearly	ADV
fis-4053	190	10	show	show	VERB
fis-4053	190	11	a	a	DET
fis-4053	190	12	loss	loss	NOUN
fis-4053	190	13	in	in	ADP
fis-4053	190	14	composite	composite	ADJ
fis-4053	190	15	action	action	NOUN
fis-4053	190	16	.	.	PUNCT
fis-4053	191	1	figure	figure	NOUN
fis-4053	191	2	17	17	NUM
fis-4053	191	3	:	:	PUNCT
fis-4053	191	4	plastic	plastic	ADJ
fis-4053	191	5	strain	strain	NOUN
fis-4053	191	6	distribution	distribution	NOUN
fis-4053	191	7	show	show	NOUN
fis-4053	191	8	shear	shear	NOUN
fis-4053	191	9	failure	failure	NOUN
fis-4053	191	10	of	of	ADP
fis-4053	191	11	the	the	DET
fis-4053	191	12	connection	connection	NOUN
fis-4053	191	13	:	:	PUNCT
fis-4053	191	14	(	(	PUNCT
fis-4053	191	15	a	a	X
fis-4053	191	16	)	)	PUNCT
fis-4053	191	17	r	r	NOUN
fis-4053	191	18	50	50	NUM
fis-4053	191	19	at	at	ADP
fis-4053	191	20	position	position	NOUN
fis-4053	191	21	2	2	NUM
fis-4053	191	22	m	m	NOUN
fis-4053	191	23	,	,	PUNCT
fis-4053	191	24	(	(	PUNCT
fis-4053	191	25	b	b	NOUN
fis-4053	191	26	)	)	PUNCT
fis-4053	191	27	in	in	ADP
fis-4053	191	28	timber	timber	NOUN
fis-4053	191	29	for	for	ADP
fis-4053	191	30	r200	r200	PROPN
fis-4053	191	31	located	locate	VERB
fis-4053	191	32	at	at	ADP
fis-4053	191	33	04	04	NUM
fis-4053	191	34	m	m	NUM
fis-4053	191	35	and(c	and(c	ADJ
fis-4053	191	36	)	)	PUNCT
fis-4053	191	37	shear	shear	NOUN
fis-4053	191	38	failure	failure	NOUN
fis-4053	191	39	of	of	ADP
fis-4053	191	40	r100	r100	PROPN
fis-4053	191	41	located	locate	VERB
fis-4053	191	42	at	at	ADP
fis-4053	191	43	3	3	NUM
fis-4053	191	44	m.	m.	NOUN
fis-4053	191	45	in	in	ADP
fis-4053	191	46	this	this	DET
fis-4053	191	47	numerical	numerical	ADJ
fis-4053	191	48	analysis	analysis	NOUN
fis-4053	191	49	,	,	PUNCT
fis-4053	191	50	the	the	DET
fis-4053	191	51	shear	shear	NOUN
fis-4053	191	52	failure	failure	NOUN
fis-4053	191	53	is	be	AUX
fis-4053	191	54	displayed	display	VERB
fis-4053	191	55	by	by	ADP
fis-4053	191	56	the	the	DET
fis-4053	191	57	visualisation	visualisation	NOUN
fis-4053	191	58	of	of	ADP
fis-4053	191	59	the	the	DET
fis-4053	191	60	plastic	plastic	ADJ
fis-4053	191	61	strain	strain	NOUN
fis-4053	191	62	distribution	distribution	NOUN
fis-4053	191	63	.	.	PUNCT
fis-4053	192	1	these	these	DET
fis-4053	192	2	three	three	NUM
fis-4053	192	3	different	different	ADJ
fis-4053	192	4	mode	mode	NOUN
fis-4053	192	5	of	of	ADP
fis-4053	192	6	failure	failure	NOUN
fis-4053	192	7	at	at	ADP
fis-4053	192	8	the	the	DET
fis-4053	192	9	timber	timber	NOUN
fis-4053	192	10	-	-	PUNCT
fis-4053	192	11	concrete	concrete	NOUN
fis-4053	192	12	interface	interface	NOUN
fis-4053	192	13	are	be	AUX
fis-4053	192	14	explained	explain	VERB
fis-4053	192	15	as	as	ADP
fis-4053	192	16	follow	follow	VERB
fis-4053	192	17	:	:	PUNCT
fis-4053	192	18	a	a	X
fis-4053	192	19	)	)	PUNCT
fis-4053	192	20	shear	shear	NOUN
fis-4053	192	21	failure	failure	NOUN
fis-4053	192	22	of	of	ADP
fis-4053	192	23	the	the	DET
fis-4053	192	24	notch	notch	NOUN
fis-4053	192	25	without	without	ADP
fis-4053	192	26	remarkable	remarkable	ADJ
fis-4053	192	27	effect	effect	NOUN
fis-4053	192	28	on	on	ADP
fis-4053	192	29	the	the	DET
fis-4053	192	30	composite	composite	ADJ
fis-4053	192	31	action	action	NOUN
fis-4053	192	32	of	of	ADP
fis-4053	192	33	the	the	DET
fis-4053	192	34	tcc	tcc	PROPN
fis-4053	192	35	beam	beam	NOUN
fis-4053	192	36	.	.	PUNCT
fis-4053	193	1	(	(	PUNCT
fis-4053	193	2	fig	fig	NOUN
fis-4053	193	3	.	.	PUNCT
fis-4053	194	1	17	17	NUM
fis-4053	194	2	(	(	PUNCT
fis-4053	194	3	a	a	NOUN
fis-4053	194	4	)	)	PUNCT
fis-4053	194	5	)	)	PUNCT
fis-4053	195	1	the	the	DET
fis-4053	195	2	load	load	NOUN
fis-4053	195	3	-	-	PUNCT
fis-4053	195	4	mid	mid	ADJ
fis-4053	195	5	-	-	ADJ
fis-4053	195	6	span	span	NOUN
fis-4053	195	7	deflection	deflection	NOUN
fis-4053	195	8	curves	curve	NOUN
fis-4053	195	9	of	of	ADP
fis-4053	195	10	the	the	DET
fis-4053	195	11	tcc	tcc	PROPN
fis-4053	195	12	beams	beam	NOUN
fis-4053	195	13	equipped	equip	VERB
fis-4053	195	14	with	with	ADP
fis-4053	195	15	the	the	DET
fis-4053	195	16	connection	connection	NOUN
fis-4053	195	17	notch	notch	NOUN
fis-4053	195	18	of	of	ADP
fis-4053	195	19	50	50	NUM
fis-4053	195	20	mm	mm	NOUN
fis-4053	195	21	length	length	NOUN
fis-4053	195	22	(	(	PUNCT
fis-4053	195	23	r50	r50	NOUN
fis-4053	195	24	)	)	PUNCT
fis-4053	195	25	in	in	ADP
fis-4053	195	26	all	all	DET
fis-4053	195	27	locations	location	NOUN
fis-4053	195	28	do	do	AUX
fis-4053	195	29	not	not	PART
fis-4053	195	30	show	show	VERB
fis-4053	195	31	a	a	DET
fis-4053	195	32	clear	clear	ADJ
fis-4053	195	33	limit	limit	NOUN
fis-4053	195	34	in	in	ADP
fis-4053	195	35	strength	strength	NOUN
fis-4053	195	36	or	or	CCONJ
fis-4053	195	37	a	a	DET
fis-4053	195	38	remarkable	remarkable	ADJ
fis-4053	195	39	loss	loss	NOUN
fis-4053	195	40	in	in	ADP
fis-4053	195	41	the	the	DET
fis-4053	195	42	composite	composite	ADJ
fis-4053	195	43	action	action	NOUN
fis-4053	195	44	.	.	PUNCT
fis-4053	196	1	the	the	DET
fis-4053	196	2	r50	r50	NOUN
fis-4053	196	3	has	have	VERB
fis-4053	196	4	a	a	DET
fis-4053	196	5	small	small	ADJ
fis-4053	196	6	length	length	NOUN
fis-4053	196	7	,	,	PUNCT
fis-4053	196	8	so	so	ADV
fis-4053	196	9	a	a	DET
fis-4053	196	10	small	small	ADJ
fis-4053	196	11	capacity	capacity	NOUN
fis-4053	196	12	to	to	PART
fis-4053	196	13	resist	resist	VERB
fis-4053	196	14	the	the	DET
fis-4053	196	15	shear	shear	NOUN
fis-4053	196	16	effort	effort	NOUN
fis-4053	196	17	.	.	PUNCT
fis-4053	197	1	as	as	ADP
fis-4053	197	2	a	a	DET
fis-4053	197	3	result	result	NOUN
fis-4053	197	4	,	,	PUNCT
fis-4053	197	5	this	this	PRON
fis-4053	197	6	notch	notch	VERB
fis-4053	197	7	with	with	ADP
fis-4053	197	8	such	such	ADJ
fis-4053	197	9	small	small	ADJ
fis-4053	197	10	dimensions	dimension	NOUN
fis-4053	197	11	does	do	AUX
fis-4053	197	12	not	not	PART
fis-4053	197	13	have	have	VERB
fis-4053	197	14	a	a	DET
fis-4053	197	15	considerable	considerable	ADJ
fis-4053	197	16	effect	effect	NOUN
fis-4053	197	17	on	on	ADP
fis-4053	197	18	the	the	DET
fis-4053	197	19	composite	composite	ADJ
fis-4053	197	20	action	action	NOUN
fis-4053	197	21	.	.	PUNCT
fis-4053	198	1	the	the	DET
fis-4053	198	2	small	small	ADJ
fis-4053	198	3	length	length	NOUN
fis-4053	198	4	of	of	ADP
fis-4053	198	5	the	the	DET
fis-4053	198	6	r50	r50	NOUN
fis-4053	198	7	makes	make	VERB
fis-4053	198	8	the	the	DET
fis-4053	198	9	tcc	tcc	PROPN
fis-4053	198	10	beam	beam	NOUN
fis-4053	198	11	perform	perform	VERB
fis-4053	198	12	less	less	ADV
fis-4053	198	13	compared	compare	VERB
fis-4053	198	14	to	to	ADP
fis-4053	198	15	the	the	DET
fis-4053	198	16	others	other	NOUN
fis-4053	198	17	equipped	equip	VERB
fis-4053	198	18	with	with	ADP
fis-4053	198	19	connections	connection	NOUN
fis-4053	198	20	of	of	ADP
fis-4053	198	21	big	big	ADJ
fis-4053	198	22	dimensions	dimension	NOUN
fis-4053	198	23	.	.	PUNCT
fis-4053	199	1	the	the	DET
fis-4053	199	2	strength	strength	NOUN
fis-4053	199	3	and	and	CCONJ
fis-4053	199	4	stiffness	stiffness	NOUN
fis-4053	199	5	stay	stay	VERB
fis-4053	199	6	less	less	ADJ
fis-4053	199	7	than	than	ADP
fis-4053	199	8	the	the	DET
fis-4053	199	9	others	other	NOUN
fis-4053	199	10	.	.	PUNCT
fis-4053	200	1	b	b	X
fis-4053	200	2	)	)	PUNCT
fis-4053	200	3	longitudinal	longitudinal	ADJ
fis-4053	200	4	shear	shear	NOUN
fis-4053	200	5	failure	failure	NOUN
fis-4053	200	6	of	of	ADP
fis-4053	200	7	the	the	DET
fis-4053	200	8	timber	timber	NOUN
fis-4053	200	9	lvl	lvl	NOUN
fis-4053	200	10	(	(	PUNCT
fis-4053	200	11	fig	fig	NOUN
fis-4053	200	12	.	.	PUNCT
fis-4053	201	1	17	17	NUM
fis-4053	201	2	(	(	PUNCT
fis-4053	201	3	b	b	NOUN
fis-4053	201	4	)	)	PUNCT
fis-4053	201	5	)	)	PUNCT
fis-4053	201	6	this	this	DET
fis-4053	201	7	type	type	NOUN
fis-4053	201	8	of	of	ADP
fis-4053	201	9	failure	failure	NOUN
fis-4053	201	10	is	be	AUX
fis-4053	201	11	observed	observe	VERB
fis-4053	201	12	in	in	ADP
fis-4053	201	13	the	the	DET
fis-4053	201	14	case	case	NOUN
fis-4053	201	15	of	of	ADP
fis-4053	201	16	the	the	DET
fis-4053	201	17	notch	notch	ADJ
fis-4053	201	18	connection	connection	NOUN
fis-4053	201	19	r	r	NOUN
fis-4053	201	20	200	200	NUM
fis-4053	201	21	located	locate	VERB
fis-4053	201	22	near	near	ADP
fis-4053	201	23	the	the	DET
fis-4053	201	24	bearing	bearing	NOUN
fis-4053	201	25	support	support	NOUN
fis-4053	201	26	specifically	specifically	ADV
fis-4053	201	27	at	at	ADP
fis-4053	201	28	the	the	DET
fis-4053	201	29	location	location	NOUN
fis-4053	201	30	p4000	p4000	PROPN
fis-4053	201	31	.	.	PUNCT
fis-4053	202	1	the	the	DET
fis-4053	202	2	r	r	NOUN
fis-4053	202	3	200	200	NUM
fis-4053	202	4	connection	connection	NOUN
fis-4053	202	5	with	with	ADP
fis-4053	202	6	such	such	ADJ
fis-4053	202	7	big	big	ADJ
fis-4053	202	8	length	length	NOUN
fis-4053	202	9	has	have	VERB
fis-4053	202	10	sufficient	sufficient	ADJ
fis-4053	202	11	strength	strength	NOUN
fis-4053	202	12	to	to	PART
fis-4053	202	13	cause	cause	VERB
fis-4053	202	14	this	this	DET
fis-4053	202	15	type	type	NOUN
fis-4053	202	16	of	of	ADP
fis-4053	202	17	damage	damage	NOUN
fis-4053	202	18	to	to	ADP
fis-4053	202	19	the	the	DET
fis-4053	202	20	small	small	ADJ
fis-4053	202	21	part	part	NOUN
fis-4053	202	22	left	leave	VERB
fis-4053	202	23	of	of	ADP
fis-4053	202	24	the	the	DET
fis-4053	202	25	lvl	lvl	NOUN
fis-4053	202	26	that	that	PRON
fis-4053	202	27	can	can	AUX
fis-4053	202	28	not	not	PART
fis-4053	202	29	resist	resist	VERB
fis-4053	202	30	the	the	DET
fis-4053	202	31	resulting	result	VERB
fis-4053	202	32	shear	shear	NOUN
fis-4053	202	33	forces	force	NOUN
fis-4053	202	34	.	.	PUNCT
fis-4053	203	1	so	so	ADV
fis-4053	203	2	a	a	DET
fis-4053	203	3	longitudinal	longitudinal	ADJ
fis-4053	203	4	shear	shear	NOUN
fis-4053	203	5	failure	failure	NOUN
fis-4053	203	6	in	in	ADP
fis-4053	203	7	the	the	DET
fis-4053	203	8	lvl	lvl	NOUN
fis-4053	203	9	joist	joist	NOUN
fis-4053	203	10	was	be	AUX
fis-4053	203	11	observed	observe	VERB
fis-4053	203	12	in	in	ADP
fis-4053	203	13	this	this	DET
fis-4053	203	14	case	case	NOUN
fis-4053	203	15	.	.	PUNCT
fis-4053	204	1	it	it	PRON
fis-4053	204	2	is	be	AUX
fis-4053	204	3	important	important	ADJ
fis-4053	204	4	to	to	PART
fis-4053	204	5	notice	notice	VERB
fis-4053	204	6	that	that	SCONJ
fis-4053	204	7	the	the	DET
fis-4053	204	8	location	location	NOUN
fis-4053	204	9	p4000	p4000	PROPN
fis-4053	204	10	presents	present	VERB
fis-4053	204	11	an	an	DET
fis-4053	204	12	exception	exception	NOUN
fis-4053	204	13	because	because	SCONJ
fis-4053	204	14	all	all	DET
fis-4053	204	15	the	the	DET
fis-4053	204	16	connections	connection	NOUN
fis-4053	204	17	with	with	ADP
fis-4053	204	18	different	different	ADJ
fis-4053	204	19	lengths	length	NOUN
fis-4053	204	20	located	locate	VERB
fis-4053	204	21	in	in	ADP
fis-4053	204	22	this	this	DET
fis-4053	204	23	location	location	NOUN
fis-4053	204	24	do	do	AUX
fis-4053	204	25	not	not	PART
fis-4053	204	26	show	show	VERB
fis-4053	204	27	any	any	DET
fis-4053	204	28	difference	difference	NOUN
fis-4053	204	29	in	in	ADP
fis-4053	204	30	terms	term	NOUN
fis-4053	204	31	of	of	ADP
fis-4053	204	32	stiffness	stiffness	NOUN
fis-4053	204	33	or	or	CCONJ
fis-4053	204	34	strength	strength	NOUN
fis-4053	204	35	.	.	PUNCT
fis-4053	205	1	c	c	X
fis-4053	205	2	)	)	PUNCT
fis-4053	205	3	shear	shear	NOUN
fis-4053	205	4	failure	failure	NOUN
fis-4053	205	5	of	of	ADP
fis-4053	205	6	the	the	DET
fis-4053	205	7	connection	connection	NOUN
fis-4053	205	8	which	which	PRON
fis-4053	205	9	agrees	agree	VERB
fis-4053	205	10	with	with	ADP
fis-4053	205	11	loss	loss	NOUN
fis-4053	205	12	in	in	ADP
fis-4053	205	13	composite	composite	ADJ
fis-4053	205	14	action	action	NOUN
fis-4053	205	15	shown	show	VERB
fis-4053	205	16	in	in	ADP
fis-4053	205	17	load	load	NOUN
fis-4053	205	18	-	-	PUNCT
fis-4053	205	19	mid	mid	ADJ
fis-4053	205	20	-	-	ADJ
fis-4053	205	21	span	span	NOUN
fis-4053	205	22	curves	curve	NOUN
fis-4053	205	23	(	(	PUNCT
fis-4053	205	24	fig	fig	NOUN
fis-4053	205	25	.	.	PUNCT
fis-4053	206	1	17	17	NUM
fis-4053	206	2	(	(	PUNCT
fis-4053	206	3	c	c	NOUN
fis-4053	206	4	)	)	PUNCT
fis-4053	206	5	)	)	PUNCT
fis-4053	207	1	the	the	DET
fis-4053	207	2	earliest	early	ADJ
fis-4053	207	3	sign	sign	NOUN
fis-4053	207	4	of	of	ADP
fis-4053	207	5	failure	failure	NOUN
fis-4053	207	6	of	of	ADP
fis-4053	207	7	under	under	ADV
fis-4053	207	8	-	-	PUNCT
fis-4053	207	9	designed	design	VERB
fis-4053	207	10	beams	beam	NOUN
fis-4053	207	11	is	be	AUX
fis-4053	207	12	the	the	DET
fis-4053	207	13	appearance	appearance	NOUN
fis-4053	207	14	of	of	ADP
fis-4053	207	15	plastic	plastic	ADJ
fis-4053	207	16	strain	strain	NOUN
fis-4053	207	17	in	in	ADP
fis-4053	207	18	the	the	DET
fis-4053	207	19	connection	connection	NOUN
fis-4053	207	20	,	,	PUNCT
fis-4053	207	21	which	which	PRON
fis-4053	207	22	occurs	occur	VERB
fis-4053	207	23	due	due	ADP
fis-4053	207	24	to	to	ADP
fis-4053	207	25	the	the	DET
fis-4053	207	26	low	low	ADJ
fis-4053	207	27	resistance	resistance	NOUN
fis-4053	207	28	of	of	ADP
fis-4053	207	29	concrete	concrete	NOUN
fis-4053	207	30	when	when	SCONJ
fis-4053	207	31	shear	shear	NOUN
fis-4053	207	32	loads	load	NOUN
fis-4053	207	33	are	be	AUX
fis-4053	207	34	applied	apply	VERB
fis-4053	207	35	to	to	ADP
fis-4053	207	36	it	it	PRON
fis-4053	207	37	.	.	PUNCT
fis-4053	208	1	plastic	plastic	ADJ
fis-4053	208	2	strain	strain	NOUN
fis-4053	208	3	propagates	propagate	VERB
fis-4053	208	4	along	along	ADP
fis-4053	208	5	the	the	DET
fis-4053	208	6	connection	connection	NOUN
fis-4053	208	7	as	as	ADP
fis-4053	208	8	a	a	DET
fis-4053	208	9	mark	mark	NOUN
fis-4053	208	10	of	of	ADP
fis-4053	208	11	crack	crack	NOUN
fis-4053	208	12	growth	growth	NOUN
fis-4053	208	13	until	until	SCONJ
fis-4053	208	14	it	it	PRON
fis-4053	208	15	separates	separate	VERB
fis-4053	208	16	completely	completely	ADV
fis-4053	208	17	from	from	ADP
fis-4053	208	18	the	the	DET
fis-4053	208	19	slab	slab	NOUN
fis-4053	208	20	,	,	PUNCT
fis-4053	208	21	causing	cause	VERB
fis-4053	208	22	the	the	DET
fis-4053	208	23	connection	connection	NOUN
fis-4053	208	24	to	to	ADP
fis-4053	208	25	fracture	fracture	NOUN
fis-4053	208	26	.	.	PUNCT
fis-4053	209	1	the	the	DET
fis-4053	209	2	two	two	NUM
fis-4053	209	3	principal	principal	ADJ
fis-4053	209	4	components	component	NOUN
fis-4053	209	5	,	,	PUNCT
fis-4053	209	6	the	the	DET
fis-4053	209	7	timber	timber	NOUN
fis-4053	209	8	joist	joist	NOUN
fis-4053	209	9	and	and	CCONJ
fis-4053	209	10	the	the	DET
fis-4053	209	11	concrete	concrete	ADJ
fis-4053	209	12	slab	slab	NOUN
fis-4053	209	13	can	can	AUX
fis-4053	209	14	slide	slide	VERB
fis-4053	209	15	freely	freely	ADV
fis-4053	209	16	on	on	ADP
fis-4053	209	17	each	each	DET
fis-4053	209	18	other	other	ADJ
fis-4053	209	19	.	.	PUNCT
fis-4053	210	1	they	they	PRON
fis-4053	210	2	are	be	AUX
fis-4053	210	3	only	only	ADV
fis-4053	210	4	connected	connect	VERB
fis-4053	210	5	by	by	ADP
fis-4053	210	6	the	the	DET
fis-4053	210	7	lag	lag	NOUN
fis-4053	210	8	screw	screw	NOUN
fis-4053	210	9	,	,	PUNCT
fis-4053	210	10	and	and	CCONJ
fis-4053	210	11	because	because	SCONJ
fis-4053	210	12	of	of	ADP
fis-4053	210	13	the	the	DET
fis-4053	210	14	deterioration	deterioration	NOUN
fis-4053	210	15	of	of	ADP
fis-4053	210	16	the	the	DET
fis-4053	210	17	surrounding	surround	VERB
fis-4053	210	18	concrete	concrete	NOUN
fis-4053	210	19	,	,	PUNCT
fis-4053	210	20	the	the	DET
fis-4053	210	21	screw	screw	NOUN
fis-4053	210	22	alone	alone	ADV
fis-4053	210	23	is	be	AUX
fis-4053	210	24	subjected	subject	VERB
fis-4053	210	25	to	to	ADP
fis-4053	210	26	shear	shear	NOUN
fis-4053	210	27	/	/	SYM
fis-4053	210	28	bending	bend	VERB
fis-4053	210	29	effort	effort	NOUN
fis-4053	210	30	and	and	CCONJ
fis-4053	210	31	will	will	AUX
fis-4053	210	32	be	be	AUX
fis-4053	210	33	plasticized	plasticize	VERB
fis-4053	210	34	.	.	PUNCT
fis-4053	211	1	the	the	DET
fis-4053	211	2	timber	timber	NOUN
fis-4053	211	3	joists	joist	NOUN
fis-4053	211	4	slide	slide	VERB
fis-4053	211	5	freely	freely	ADV
fis-4053	211	6	under	under	ADP
fis-4053	211	7	the	the	DET
fis-4053	211	8	concrete	concrete	ADJ
fis-4053	211	9	slab	slab	NOUN
fis-4053	211	10	without	without	ADP
fis-4053	211	11	resistance	resistance	NOUN
fis-4053	211	12	from	from	ADP
fis-4053	211	13	the	the	DET
fis-4053	211	14	connection	connection	NOUN
fis-4053	211	15	system	system	NOUN
fis-4053	211	16	.	.	PUNCT
fis-4053	212	1	the	the	DET
fis-4053	212	2	mid	mid	ADJ
fis-4053	212	3	-	-	ADJ
fis-4053	212	4	span	span	NOUN
fis-4053	212	5	deflection	deflection	NOUN
fis-4053	212	6	increases	increase	NOUN
fis-4053	212	7	without	without	ADP
fis-4053	212	8	any	any	DET
fis-4053	212	9	variation	variation	NOUN
fis-4053	212	10	in	in	ADP
fis-4053	212	11	the	the	DET
fis-4053	212	12	bending	bend	VERB
fis-4053	212	13	load	load	NOUN
fis-4053	212	14	.	.	PUNCT
fis-4053	213	1	in	in	ADP
fis-4053	213	2	terms	term	NOUN
fis-4053	213	3	of	of	ADP
fis-4053	213	4	stiffness	stiffness	NOUN
fis-4053	213	5	,	,	PUNCT
fis-4053	213	6	the	the	DET
fis-4053	213	7	tcc	tcc	PROPN
fis-4053	213	8	beam	beam	NOUN
fis-4053	213	9	lost	lose	VERB
fis-4053	213	10	its	its	PRON
fis-4053	213	11	composite	composite	ADJ
fis-4053	213	12	action	action	NOUN
fis-4053	213	13	.	.	PUNCT
fis-4053	214	1	after	after	ADP
fis-4053	214	2	that	that	PRON
fis-4053	214	3	,	,	PUNCT
fis-4053	214	4	the	the	DET
fis-4053	214	5	lvl	lvl	NOUN
fis-4053	214	6	beams	beam	NOUN
fis-4053	214	7	are	be	AUX
fis-4053	214	8	the	the	DET
fis-4053	214	9	only	only	ADJ
fis-4053	214	10	structural	structural	ADJ
fis-4053	214	11	element	element	NOUN
fis-4053	214	12	resisting	resist	VERB
fis-4053	214	13	the	the	DET
fis-4053	214	14	bending	bend	VERB
fis-4053	214	15	load	load	NOUN
fis-4053	214	16	.	.	PUNCT
fis-4053	215	1	extraction	extraction	NOUN
fis-4053	215	2	of	of	ADP
fis-4053	215	3	bending	bend	VERB
fis-4053	215	4	stiffness	stiffness	NOUN
fis-4053	215	5	and	and	CCONJ
fis-4053	215	6	strength	strength	NOUN
fis-4053	215	7	fig.18	fig.18	PROPN
fis-4053	215	8	illustrates	illustrate	VERB
fis-4053	215	9	the	the	DET
fis-4053	215	10	typical	typical	ADJ
fis-4053	215	11	curve	curve	NOUN
fis-4053	215	12	for	for	ADP
fis-4053	215	13	an	an	DET
fis-4053	215	14	under	under	ADV
fis-4053	215	15	-	-	PUNCT
fis-4053	215	16	designed	design	VERB
fis-4053	215	17	tcc	tcc	PROPN
fis-4053	215	18	beam	beam	NOUN
fis-4053	215	19	,	,	PUNCT
fis-4053	215	20	the	the	DET
fis-4053	215	21	extracted	extract	VERB
fis-4053	215	22	initial	initial	ADJ
fis-4053	215	23	stiffness	stiffness	NOUN
fis-4053	215	24	ki	ki	PROPN
fis-4053	215	25	,	,	PUNCT
fis-4053	215	26	the	the	DET
fis-4053	215	27	extracted	extract	VERB
fis-4053	215	28	service	service	NOUN
fis-4053	215	29	stiffness	stiffness	NOUN
fis-4053	215	30	kser	kser	NOUN
fis-4053	215	31	,	,	PUNCT
fis-4053	215	32	and	and	CCONJ
fis-4053	215	33	the	the	DET
fis-4053	215	34	maximal	maximal	ADJ
fis-4053	215	35	bending	bend	VERB
fis-4053	215	36	force	force	NOUN
fis-4053	215	37	fmax	fmax	PROPN
fis-4053	215	38	.	.	PUNCT
fis-4053	216	1	from	from	ADP
fis-4053	216	2	the	the	DET
fis-4053	216	3	load	load	NOUN
fis-4053	216	4	-	-	PUNCT
fis-4053	216	5	mid	mid	ADJ
fis-4053	216	6	-	-	ADJ
fis-4053	216	7	span	span	NOUN
fis-4053	216	8	deflection	deflection	NOUN
fis-4053	216	9	curves	curve	NOUN
fis-4053	216	10	(	(	PUNCT
fis-4053	216	11	fig	fig	NOUN
fis-4053	216	12	.	.	PUNCT
fis-4053	216	13	16	16	NUM
fis-4053	216	14	)	)	PUNCT
fis-4053	216	15	,	,	PUNCT
fis-4053	216	16	the	the	DET
fis-4053	216	17	initial	initial	ADJ
fis-4053	216	18	bending	bending	NOUN
fis-4053	216	19	stiffness	stiffness	NOUN
fis-4053	216	20	ki	ki	PROPN
fis-4053	216	21	,	,	PUNCT
fis-4053	216	22	the	the	DET
fis-4053	216	23	final	final	ADJ
fis-4053	216	24	service	service	NOUN
fis-4053	216	25	bending	bend	VERB
fis-4053	216	26	stiffness	stiffness	NOUN
fis-4053	216	27	kser	kser	NOUN
fis-4053	216	28	,	,	PUNCT
fis-4053	216	29	and	and	CCONJ
fis-4053	216	30	the	the	DET
fis-4053	216	31	tcc	tcc	PROPN
fis-4053	216	32	beam	beam	PROPN
fis-4053	216	33	strength	strength	NOUN
fis-4053	216	34	fmax	fmax	PROPN
fis-4053	216	35	are	be	AUX
fis-4053	216	36	extracted	extract	VERB
fis-4053	216	37	.	.	PUNCT
fis-4053	217	1	the	the	DET
fis-4053	217	2	initial	initial	ADJ
fis-4053	217	3	bending	bending	NOUN
fis-4053	217	4	stiffness	stiffness	NOUN
fis-4053	217	5	ki	ki	PROPN
fis-4053	217	6	is	be	AUX
fis-4053	217	7	the	the	DET
fis-4053	217	8	stiffness	stiffness	NOUN
fis-4053	217	9	calculated	calculate	VERB
fis-4053	217	10	at	at	ADP
fis-4053	217	11	the	the	DET
fis-4053	217	12	first	first	ADJ
fis-4053	217	13	response	response	NOUN
fis-4053	217	14	of	of	ADP
fis-4053	217	15	the	the	DET
fis-4053	217	16	tcc	tcc	PROPN
fis-4053	217	17	beam	beam	NOUN
fis-4053	217	18	.	.	PUNCT
fis-4053	218	1	the	the	DET
fis-4053	218	2	final	final	ADJ
fis-4053	218	3	service	service	NOUN
fis-4053	218	4	bending	bend	VERB
fis-4053	218	5	stiffness	stiffness	NOUN
fis-4053	218	6	kser	kser	PROPN
fis-4053	218	7	is	be	AUX
fis-4053	218	8	the	the	DET
fis-4053	218	9	stiffness	stiffness	NOUN
fis-4053	218	10	that	that	PRON
fis-4053	218	11	corresponds	correspond	VERB
fis-4053	218	12	to	to	ADP
fis-4053	218	13	the	the	DET
fis-4053	218	14	allowed	allow	VERB
fis-4053	218	15	service	service	NOUN
fis-4053	218	16	mid	mid	ADJ
fis-4053	218	17	-	-	ADJ
fis-4053	218	18	span	span	ADJ
fis-4053	218	19	deflection	deflection	NOUN
fis-4053	218	20	equal	equal	ADJ
fis-4053	218	21	to	to	ADP
fis-4053	218	22	l/300	l/300	PROPN
fis-4053	218	23	[	[	X
fis-4053	218	24	21	21	NUM
fis-4053	218	25	]	]	PUNCT
fis-4053	218	26	.	.	PUNCT
fis-4053	219	1	the	the	DET
fis-4053	219	2	tcc	tcc	PROPN
fis-4053	219	3	beam	beam	PROPN
fis-4053	219	4	strength	strength	NOUN
fis-4053	219	5	fmax	fmax	PROPN
fis-4053	219	6	is	be	AUX
fis-4053	219	7	the	the	DET
fis-4053	219	8	maximal	maximal	ADJ
fis-4053	219	9	bending	bend	VERB
fis-4053	219	10	force	force	NOUN
fis-4053	219	11	attended	attend	VERB
fis-4053	219	12	during	during	ADP
fis-4053	219	13	the	the	DET
fis-4053	219	14	execution	execution	NOUN
fis-4053	219	15	of	of	ADP
fis-4053	219	16	the	the	DET
fis-4053	219	17	simulation	simulation	NOUN
fis-4053	219	18	.	.	PUNCT
fis-4053	220	1	at	at	ADP
fis-4053	220	2	this	this	DET
fis-4053	220	3	point	point	NOUN
fis-4053	220	4	,	,	PUNCT
fis-4053	220	5	the	the	DET
fis-4053	220	6	resulting	result	VERB
fis-4053	220	7	shear	shear	NOUN
fis-4053	220	8	force	force	NOUN
fis-4053	220	9	has	have	AUX
fis-4053	220	10	reached	reach	VERB
fis-4053	220	11	the	the	DET
fis-4053	220	12	capacity	capacity	NOUN
fis-4053	220	13	of	of	ADP
fis-4053	220	14	the	the	DET
fis-4053	220	15	notch	notch	NOUN
fis-4053	220	16	.	.	PUNCT
fis-4053	221	1	the	the	DET
fis-4053	221	2	initial	initial	ADJ
fis-4053	221	3	bending	bending	NOUN
fis-4053	221	4	stiffness	stiffness	NOUN
fis-4053	221	5	,	,	PUNCT
fis-4053	221	6	the	the	DET
fis-4053	221	7	service	service	NOUN
fis-4053	221	8	bending	bend	VERB
fis-4053	221	9	stiffness	stiffness	NOUN
fis-4053	221	10	,	,	PUNCT
fis-4053	221	11	the	the	DET
fis-4053	221	12	tcc	tcc	PROPN
fis-4053	221	13	strength	strength	NOUN
fis-4053	221	14	of	of	ADP
fis-4053	221	15	all	all	DET
fis-4053	221	16	beams	beam	NOUN
fis-4053	221	17	were	be	AUX
fis-4053	221	18	extracted	extract	VERB
fis-4053	221	19	from	from	ADP
fis-4053	221	20	the	the	DET
fis-4053	221	21	bending	bend	VERB
fis-4053	221	22	curves	curve	NOUN
fis-4053	221	23	and	and	CCONJ
fis-4053	221	24	summarised	summarise	VERB
fis-4053	221	25	in	in	ADP
fis-4053	221	26	tab	tab	NOUN
fis-4053	221	27	.	.	PUNCT
fis-4053	222	1	7	7	X
fis-4053	222	2	.	.	X
fis-4053	222	3	a	a	DET
fis-4053	222	4	general	general	ADJ
fis-4053	222	5	comparison	comparison	NOUN
fis-4053	222	6	is	be	AUX
fis-4053	222	7	made	make	VERB
fis-4053	222	8	in	in	ADP
fis-4053	222	9	figs	fig	NOUN
fis-4053	222	10	.	.	PUNCT
fis-4053	223	1	19	19	NUM
fis-4053	223	2	-	-	SYM
fis-4053	223	3	21	21	NUM
fis-4053	223	4	.	.	PUNCT
fis-4053	224	1	h.	h.	PROPN
fis-4053	224	2	zine	zine	PROPN
fis-4053	224	3	laabidine	laabidine	NOUN
fis-4053	224	4	et	et	PROPN
fis-4053	224	5	alii	alii	PROPN
fis-4053	224	6	,	,	PUNCT
fis-4053	224	7	frattura	frattura	PROPN
fis-4053	224	8	ed	ed	PROPN
fis-4053	224	9	integrità	integrità	PROPN
fis-4053	224	10	strutturale	strutturale	PROPN
fis-4053	224	11	,	,	PUNCT
fis-4053	224	12	64	64	NUM
fis-4053	224	13	(	(	PUNCT
fis-4053	224	14	2023	2023	NUM
fis-4053	224	15	)	)	PUNCT
fis-4053	224	16	186	186	NUM
fis-4053	224	17	-	-	SYM
fis-4053	224	18	203	203	NUM
fis-4053	224	19	;	;	PUNCT
fis-4053	224	20	doi	doi	NOUN
fis-4053	224	21	:	:	PUNCT
fis-4053	224	22	10.3221	10.3221	NUM
fis-4053	224	23	/	/	SYM
fis-4053	224	24	igf	igf	PROPN
fis-4053	224	25	-	-	PUNCT
fis-4053	224	26	esis.64.12	esis.64.12	PROPN
fis-4053	224	27	199	199	NUM
fis-4053	224	28	figure	figure	NOUN
fis-4053	224	29	18	18	NUM
fis-4053	224	30	:	:	PUNCT
fis-4053	224	31	typical	typical	ADJ
fis-4053	224	32	load	load	NOUN
fis-4053	224	33	–	–	PUNCT
fis-4053	224	34	mid	mid	ADJ
fis-4053	224	35	-	-	ADJ
fis-4053	224	36	span	span	ADJ
fis-4053	224	37	deflection	deflection	NOUN
fis-4053	224	38	curve	curve	NOUN
fis-4053	224	39	of	of	ADP
fis-4053	224	40	the	the	DET
fis-4053	224	41	under	under	ADV
fis-4053	224	42	-	-	PUNCT
fis-4053	224	43	designed	design	VERB
fis-4053	224	44	tcc	tcc	PROPN
fis-4053	224	45	beam	beam	NOUN
fis-4053	224	46	.	.	PUNCT
fis-4053	225	1	connection	connection	NOUN
fis-4053	225	2	location	location	NOUN
fis-4053	225	3	(	(	PUNCT
fis-4053	225	4	mm	mm	NOUN
fis-4053	225	5	)	)	PUNCT
fis-4053	225	6	ki(n	ki(n	NOUN
fis-4053	225	7	/	/	SYM
fis-4053	225	8	m	m	NOUN
fis-4053	225	9	)	)	PUNCT
fis-4053	225	10	kser	kser	NOUN
fis-4053	225	11	(	(	PUNCT
fis-4053	225	12	n	n	CCONJ
fis-4053	225	13	/	/	SYM
fis-4053	225	14	m	m	NOUN
fis-4053	225	15	)	)	PUNCT
fis-4053	225	16	f	f	PROPN
fis-4053	225	17	max	max	PROPN
fis-4053	225	18	(	(	PUNCT
fis-4053	225	19	kn	kn	NOUN
fis-4053	225	20	)	)	PUNCT
fis-4053	225	21	loss	loss	NOUN
fis-4053	225	22	in	in	ADP
fis-4053	225	23	stiffness	stiffness	ADJ
fis-4053	225	24	failure	failure	NOUN
fis-4053	225	25	category	category	NOUN
fis-4053	225	26	r50	r50	VERB
fis-4053	225	27	2000	2000	NUM
fis-4053	225	28	1007	1007	NUM
fis-4053	225	29	942	942	NUM
fis-4053	225	30	6	6	NUM
fis-4053	225	31	%	%	NOUN
fis-4053	225	32	a	a	DET
fis-4053	225	33	2500	2500	NUM
fis-4053	225	34	1147	1147	NUM
fis-4053	225	35	1024	1024	NUM
fis-4053	225	36	38.1	38.1	NUM
fis-4053	225	37	11	11	NUM
fis-4053	225	38	%	%	NOUN
fis-4053	225	39	a	a	DET
fis-4053	225	40	3000	3000	NUM
fis-4053	225	41	1172	1172	NUM
fis-4053	225	42	1062	1062	NUM
fis-4053	225	43	42.3	42.3	NUM
fis-4053	225	44	9	9	NUM
fis-4053	225	45	%	%	NOUN
fis-4053	225	46	a	a	DET
fis-4053	225	47	3250	3250	NUM
fis-4053	225	48	1143	1143	NUM
fis-4053	225	49	1057	1057	NUM
fis-4053	225	50	43.2	43.2	NUM
fis-4053	225	51	8	8	NUM
fis-4053	225	52	%	%	NOUN
fis-4053	225	53	a	a	DET
fis-4053	225	54	3500	3500	NUM
fis-4053	225	55	1090	1090	NUM
fis-4053	225	56	1029	1029	NUM
fis-4053	225	57	44.8	44.8	NUM
fis-4053	225	58	6	6	NUM
fis-4053	225	59	%	%	NOUN
fis-4053	225	60	a	a	DET
fis-4053	225	61	3750	3750	NUM
fis-4053	225	62	1021	1021	NUM
fis-4053	225	63	981	981	NUM
fis-4053	225	64	49.5	49.5	NUM
fis-4053	225	65	4	4	NUM
fis-4053	225	66	%	%	NOUN
fis-4053	225	67	a	a	DET
fis-4053	225	68	4000	4000	NUM
fis-4053	225	69	917	917	NUM
fis-4053	225	70	896	896	NUM
fis-4053	225	71	47.5	47.5	NUM
fis-4053	225	72	2	2	NUM
fis-4053	225	73	%	%	NOUN
fis-4053	225	74	a	a	DET
fis-4053	225	75	r100	r100	PROPN
fis-4053	225	76	2000	2000	NUM
fis-4053	225	77	1098	1098	NUM
fis-4053	225	78	1023	1023	NUM
fis-4053	225	79	7	7	NUM
fis-4053	225	80	%	%	NOUN
fis-4053	225	81	c	c	NOUN
fis-4053	225	82	2500	2500	NUM
fis-4053	225	83	1210	1210	NUM
fis-4053	225	84	1133	1133	NUM
fis-4053	225	85	45.3	45.3	NUM
fis-4053	225	86	6	6	NUM
fis-4053	225	87	%	%	NOUN
fis-4053	225	88	c	c	NOUN
fis-4053	225	89	3000	3000	NUM
fis-4053	225	90	1252	1252	NUM
fis-4053	225	91	1167	1167	NUM
fis-4053	225	92	48.5	48.5	NUM
fis-4053	225	93	7	7	NUM
fis-4053	225	94	%	%	NOUN
fis-4053	225	95	c	c	NOUN
fis-4053	225	96	3250	3250	NUM
fis-4053	225	97	1214	1214	NUM
fis-4053	225	98	1143	1143	NUM
fis-4053	225	99	49.8	49.8	NUM
fis-4053	225	100	6	6	NUM
fis-4053	225	101	%	%	NOUN
fis-4053	225	102	c	c	NOUN
fis-4053	225	103	3500	3500	NUM
fis-4053	225	104	1152	1152	NUM
fis-4053	225	105	1099	1099	NUM
fis-4053	225	106	50.5	50.5	NUM
fis-4053	225	107	5	5	NUM
fis-4053	225	108	%	%	NOUN
fis-4053	225	109	c	c	NOUN
fis-4053	225	110	3750	3750	NUM
fis-4053	225	111	1066	1066	NUM
fis-4053	225	112	1035	1035	NUM
fis-4053	225	113	55.2	55.2	NUM
fis-4053	225	114	3	3	NUM
fis-4053	225	115	%	%	NOUN
fis-4053	225	116	c	c	NOUN
fis-4053	225	117	4000	4000	NUM
fis-4053	225	118	954	954	NUM
fis-4053	225	119	937	937	NUM
fis-4053	225	120	52.3	52.3	NUM
fis-4053	225	121	2	2	NUM
fis-4053	225	122	%	%	NOUN
fis-4053	225	123	c	c	NOUN
fis-4053	226	1	r150	r150	PROPN
fis-4053	226	2	2000	2000	NUM
fis-4053	226	3	1138	1138	NUM
fis-4053	226	4	1065	1065	NUM
fis-4053	226	5	6	6	NUM
fis-4053	226	6	%	%	NOUN
fis-4053	226	7	c	c	NOUN
fis-4053	226	8	2500	2500	NUM
fis-4053	226	9	1278	1278	NUM
fis-4053	226	10	1196	1196	NUM
fis-4053	226	11	51.1	51.1	NUM
fis-4053	226	12	6	6	NUM
fis-4053	226	13	%	%	NOUN
fis-4053	226	14	c	c	NOUN
fis-4053	226	15	3000	3000	NUM
fis-4053	226	16	1288	1288	NUM
fis-4053	226	17	1220	1220	NUM
fis-4053	226	18	55.1	55.1	NUM
fis-4053	226	19	5	5	NUM
fis-4053	226	20	%	%	NOUN
fis-4053	226	21	c	c	NOUN
fis-4053	226	22	3250	3250	NUM
fis-4053	226	23	1245	1245	NUM
fis-4053	226	24	1193	1193	NUM
fis-4053	226	25	56.6	56.6	NUM
fis-4053	226	26	4	4	NUM
fis-4053	226	27	%	%	NOUN
fis-4053	226	28	c	c	NOUN
fis-4053	226	29	3500	3500	NUM
fis-4053	226	30	1177	1177	NUM
fis-4053	226	31	1144	1144	NUM
fis-4053	226	32	58.6	58.6	NUM
fis-4053	226	33	3	3	NUM
fis-4053	226	34	%	%	NOUN
fis-4053	226	35	c	c	NOUN
fis-4053	226	36	3750	3750	NUM
fis-4053	226	37	1085	1085	NUM
fis-4053	226	38	1067	1067	NUM
fis-4053	226	39	60.0	60.0	NUM
fis-4053	226	40	2	2	NUM
fis-4053	226	41	%	%	NOUN
fis-4053	226	42	c	c	NOUN
fis-4053	226	43	4000	4000	NUM
fis-4053	226	44	966	966	NUM
fis-4053	226	45	957	957	NUM
fis-4053	226	46	54.9	54.9	NUM
fis-4053	226	47	1	1	NUM
fis-4053	226	48	%	%	NOUN
fis-4053	226	49	c	c	NOUN
fis-4053	227	1	r200	r200	PROPN
fis-4053	227	2	2000	2000	NUM
fis-4053	227	3	1165	1165	NUM
fis-4053	227	4	1099	1099	NUM
fis-4053	227	5	6	6	NUM
fis-4053	227	6	%	%	NOUN
fis-4053	227	7	c	c	NOUN
fis-4053	227	8	2500	2500	NUM
fis-4053	227	9	1308	1308	NUM
fis-4053	227	10	1232	1232	NUM
fis-4053	227	11	54.8	54.8	NUM
fis-4053	227	12	6	6	NUM
fis-4053	227	13	%	%	NOUN
fis-4053	227	14	c	c	NOUN
fis-4053	227	15	3000	3000	NUM
fis-4053	227	16	1314	1314	NUM
fis-4053	227	17	1249	1249	NUM
fis-4053	227	18	58.6	58.6	NUM
fis-4053	227	19	5	5	NUM
fis-4053	227	20	%	%	NOUN
fis-4053	227	21	c	c	NOUN
fis-4053	227	22	3250	3250	NUM
fis-4053	227	23	1267	1267	NUM
fis-4053	227	24	1219	1219	NUM
fis-4053	227	25	60.6	60.6	NUM
fis-4053	227	26	4	4	NUM
fis-4053	227	27	%	%	NOUN
fis-4053	227	28	c	c	NOUN
fis-4053	227	29	3500	3500	NUM
fis-4053	227	30	1193	1193	NUM
fis-4053	227	31	1165	1165	NUM
fis-4053	227	32	61.8	61.8	NUM
fis-4053	227	33	2	2	NUM
fis-4053	227	34	%	%	NOUN
fis-4053	227	35	c	c	NOUN
fis-4053	227	36	3750	3750	NUM
fis-4053	227	37	1098	1098	NUM
fis-4053	227	38	1082	1082	NUM
fis-4053	227	39	63.0	63.0	NUM
fis-4053	227	40	1	1	NUM
fis-4053	227	41	%	%	NOUN
fis-4053	227	42	c	c	NOUN
fis-4053	227	43	4000	4000	NUM
fis-4053	227	44	975	975	NUM
fis-4053	227	45	960	960	NUM
fis-4053	227	46	50.3	50.3	NUM
fis-4053	227	47	2	2	NUM
fis-4053	227	48	%	%	NOUN
fis-4053	227	49	b	b	NOUN
fis-4053	227	50	table	table	NOUN
fis-4053	227	51	7	7	NUM
fis-4053	227	52	:	:	PUNCT
fis-4053	227	53	the	the	DET
fis-4053	227	54	extracted	extract	VERB
fis-4053	227	55	values	value	NOUN
fis-4053	227	56	of	of	ADP
fis-4053	227	57	initial	initial	ADJ
fis-4053	227	58	bending	bending	NOUN
fis-4053	227	59	stiffness	stiffness	NOUN
fis-4053	227	60	,	,	PUNCT
fis-4053	227	61	elastic	elastic	ADJ
fis-4053	227	62	strength	strength	NOUN
fis-4053	227	63	and	and	CCONJ
fis-4053	227	64	ultimate	ultimate	ADJ
fis-4053	227	65	strength	strength	NOUN
fis-4053	227	66	.	.	PUNCT
fis-4053	228	1	initial	initial	ADJ
fis-4053	228	2	bending	bend	VERB
fis-4053	228	3	stiffness	stiffness	NOUN
fis-4053	228	4	and	and	CCONJ
fis-4053	228	5	service	service	NOUN
fis-4053	228	6	bending	bend	VERB
fis-4053	228	7	stiffness	stiffness	NOUN
fis-4053	228	8	the	the	DET
fis-4053	228	9	tcc	tcc	PROPN
fis-4053	228	10	beams	beam	NOUN
fis-4053	228	11	achieve	achieve	VERB
fis-4053	228	12	the	the	DET
fis-4053	228	13	maximal	maximal	ADJ
fis-4053	228	14	initial	initial	ADJ
fis-4053	228	15	bending	bending	NOUN
fis-4053	228	16	stiffness	stiffness	NOUN
fis-4053	228	17	ki	ki	PROPN
fis-4053	228	18	and	and	CCONJ
fis-4053	228	19	the	the	DET
fis-4053	228	20	maximal	maximal	ADJ
fis-4053	228	21	service	service	NOUN
fis-4053	228	22	stiffness	stiffness	NOUN
fis-4053	228	23	kser	kser	NOUN
fis-4053	228	24	in	in	ADP
fis-4053	228	25	all	all	DET
fis-4053	228	26	locations	location	NOUN
fis-4053	228	27	with	with	ADP
fis-4053	228	28	the	the	DET
fis-4053	228	29	notch	notch	ADJ
fis-4053	228	30	connection	connection	NOUN
fis-4053	228	31	r200	r200	PROPN
fis-4053	228	32	.	.	PUNCT
fis-4053	229	1	because	because	SCONJ
fis-4053	229	2	of	of	ADP
fis-4053	229	3	the	the	DET
fis-4053	229	4	long	long	ADJ
fis-4053	229	5	length	length	NOUN
fis-4053	229	6	,	,	PUNCT
fis-4053	229	7	the	the	DET
fis-4053	229	8	tcc	tcc	PROPN
fis-4053	229	9	beams	beam	NOUN
fis-4053	229	10	have	have	VERB
fis-4053	229	11	high	high	ADJ
fis-4053	229	12	stiffness	stiffness	NOUN
fis-4053	229	13	and	and	CCONJ
fis-4053	229	14	strength	strength	NOUN
fis-4053	229	15	.	.	PUNCT
fis-4053	230	1	in	in	ADP
fis-4053	230	2	all	all	DET
fis-4053	230	3	cases	case	NOUN
fis-4053	230	4	,	,	PUNCT
fis-4053	230	5	the	the	DET
fis-4053	230	6	tcc	tcc	PROPN
fis-4053	230	7	beams	beam	NOUN
fis-4053	230	8	with	with	ADP
fis-4053	230	9	long	long	ADJ
fis-4053	230	10	notches	notch	NOUN
fis-4053	230	11	in	in	ADP
fis-4053	230	12	the	the	DET
fis-4053	230	13	same	same	ADJ
fis-4053	230	14	location	location	NOUN
fis-4053	230	15	always	always	ADV
fis-4053	230	16	exhibit	exhibit	VERB
fis-4053	230	17	a	a	DET
fis-4053	230	18	higher	high	ADJ
fis-4053	230	19	initial	initial	ADJ
fis-4053	230	20	bending	bending	NOUN
fis-4053	230	21	stiffness	stiffness	NOUN
fis-4053	230	22	ki	ki	PROPN
fis-4053	230	23	and	and	CCONJ
fis-4053	230	24	also	also	ADV
fis-4053	230	25	a	a	DET
fis-4053	230	26	higher	high	ADJ
fis-4053	230	27	service	service	NOUN
fis-4053	230	28	bending	bend	VERB
fis-4053	230	29	stiffness	stiffness	NOUN
fis-4053	230	30	kser	kser	NOUN
fis-4053	230	31	compared	compare	VERB
fis-4053	230	32	to	to	ADP
fis-4053	230	33	the	the	DET
fis-4053	230	34	beams	beam	NOUN
fis-4053	230	35	with	with	ADP
fis-4053	230	36	short	short	ADJ
fis-4053	230	37	notches	notch	NOUN
fis-4053	230	38	.	.	PUNCT
fis-4053	231	1	therefore	therefore	ADV
fis-4053	231	2	,	,	PUNCT
fis-4053	231	3	the	the	DET
fis-4053	231	4	tcc	tcc	PROPN
fis-4053	231	5	beam	beam	NOUN
fis-4053	231	6	with	with	ADP
fis-4053	231	7	a	a	DET
fis-4053	231	8	long	long	ADJ
fis-4053	231	9	notch	notch	NOUN
fis-4053	231	10	performs	perform	VERB
fis-4053	231	11	better	well	ADV
fis-4053	231	12	in	in	ADP
fis-4053	231	13	terms	term	NOUN
fis-4053	231	14	of	of	ADP
fis-4053	231	15	stiffness	stiffness	NOUN
fis-4053	231	16	.	.	PUNCT
fis-4053	232	1	tcc	tcc	NOUN
fis-4053	232	2	 	 	SPACE
fis-4053	232	3	strength	strength	NOUN
fis-4053	232	4	 	 	SPACE
fis-4053	232	5	fmax	fmax	PROPN
fis-4053	232	6	(	(	PUNCT
fis-4053	232	7	kn	kn	PROPN
fis-4053	232	8	)	)	PUNCT
fis-4053	232	9	maximal	maximal	ADJ
fis-4053	232	10	 	 	SPACE
fis-4053	232	11	service	service	NOUN
fis-4053	232	12	 	 	SPACE
fis-4053	232	13	deflection	deflection	NOUN
fis-4053	232	14	 	 	SPACE
fis-4053	232	15	d=	d=	NOUN
fis-4053	232	16	 	 	SPACE
fis-4053	232	17	l/300	l/300	NOUN
fis-4053	232	18	 	 	SPACE
fis-4053	232	19	(	(	PUNCT
fis-4053	232	20	mm	mm	NOUN
fis-4053	232	21	)	)	PUNCT
fis-4053	232	22	maximal	maximal	ADJ
fis-4053	232	23	 	 	SPACE
fis-4053	232	24	service	service	NOUN
fis-4053	232	25	 	 	SPACE
fis-4053	232	26	load	load	NOUN
fis-4053	232	27	 	 	SPACE
fis-4053	232	28	fser	fser	NOUN
fis-4053	232	29	(	(	PUNCT
fis-4053	232	30	kn	kn	PROPN
fis-4053	232	31	)	)	PUNCT
fis-4053	232	32	ki	ki	PROPN
fis-4053	232	33	kser	kser	NOUN
fis-4053	232	34	0	0	NUM
fis-4053	232	35	25	25	NUM
fis-4053	232	36	50	50	NUM
fis-4053	232	37	0	0	NUM
fis-4053	232	38	20	20	NUM
fis-4053	232	39	40	40	NUM
fis-4053	232	40	60	60	NUM
fis-4053	232	41	lo	lo	NOUN
fis-4053	232	42	ad	ad	NOUN
fis-4053	232	43	 	 	SPACE
fis-4053	232	44	(	(	PUNCT
fis-4053	232	45	kn	kn	PROPN
fis-4053	232	46	)	)	PUNCT
fis-4053	232	47	mid‐span	mid‐span	NOUN
fis-4053	232	48	 	 	SPACE
fis-4053	232	49	deflection	deflection	NOUN
fis-4053	232	50	 	 	SPACE
fis-4053	232	51	(	(	PUNCT
fis-4053	232	52	mm	mm	NOUN
fis-4053	232	53	)	)	PUNCT
fis-4053	232	54	typic	typic	NOUN
fis-4053	232	55	 	 	SPACE
fis-4053	232	56	curve	curve	NOUN
fis-4053	232	57	h.	h.	PROPN
fis-4053	232	58	zine	zine	PROPN
fis-4053	232	59	laabidine	laabidine	NOUN
fis-4053	232	60	et	et	PROPN
fis-4053	232	61	alii	alii	PROPN
fis-4053	232	62	,	,	PUNCT
fis-4053	232	63	frattura	frattura	PROPN
fis-4053	232	64	ed	ed	PROPN
fis-4053	232	65	integrità	integrità	PROPN
fis-4053	232	66	strutturale	strutturale	PROPN
fis-4053	232	67	,	,	PUNCT
fis-4053	232	68	64	64	NUM
fis-4053	232	69	(	(	PUNCT
fis-4053	232	70	2023	2023	NUM
fis-4053	232	71	)	)	PUNCT
fis-4053	232	72	186	186	NUM
fis-4053	232	73	-	-	SYM
fis-4053	232	74	203	203	NUM
fis-4053	232	75	;	;	PUNCT
fis-4053	232	76	doi	doi	NOUN
fis-4053	232	77	:	:	PUNCT
fis-4053	232	78	10.3221	10.3221	NUM
fis-4053	232	79	/	/	SYM
fis-4053	232	80	igf	igf	PROPN
fis-4053	232	81	-	-	PUNCT
fis-4053	232	82	esis.64.12	esis.64.12	PROPN
fis-4053	232	83	200	200	NUM
fis-4053	232	84	the	the	DET
fis-4053	232	85	tcc	tcc	PROPN
fis-4053	232	86	beams	beam	NOUN
fis-4053	232	87	equipped	equip	VERB
fis-4053	232	88	with	with	ADP
fis-4053	232	89	notch	notch	ADJ
fis-4053	232	90	connections	connection	NOUN
fis-4053	232	91	with	with	ADP
fis-4053	232	92	different	different	ADJ
fis-4053	232	93	lengths	length	NOUN
fis-4053	232	94	at	at	ADP
fis-4053	232	95	location	location	NOUN
fis-4053	232	96	p3000	p3000	PROPN
fis-4053	232	97	offer	offer	VERB
fis-4053	232	98	the	the	DET
fis-4053	232	99	best	good	ADJ
fis-4053	232	100	performance	performance	NOUN
fis-4053	232	101	in	in	ADP
fis-4053	232	102	terms	term	NOUN
fis-4053	232	103	of	of	ADP
fis-4053	232	104	stiffness	stiffness	NOUN
fis-4053	232	105	compared	compare	VERB
fis-4053	232	106	to	to	ADP
fis-4053	232	107	other	other	ADJ
fis-4053	232	108	locations	location	NOUN
fis-4053	232	109	fig	fig	VERB
fis-4053	232	110	19	19	NUM
fis-4053	232	111	-	-	SYM
fis-4053	232	112	20	20	NUM
fis-4053	232	113	.	.	PUNCT
fis-4053	233	1	the	the	DET
fis-4053	233	2	initial	initial	ADJ
fis-4053	233	3	stiffness	stiffness	NOUN
fis-4053	233	4	ki	ki	PROPN
fis-4053	233	5	and	and	CCONJ
fis-4053	233	6	the	the	DET
fis-4053	233	7	service	service	NOUN
fis-4053	233	8	stiffness	stiffness	NOUN
fis-4053	233	9	kser	kser	PROPN
fis-4053	233	10	reached	reach	VERB
fis-4053	233	11	their	their	PRON
fis-4053	233	12	maximal	maximal	ADJ
fis-4053	233	13	values	value	NOUN
fis-4053	233	14	at	at	ADP
fis-4053	233	15	this	this	DET
fis-4053	233	16	location	location	NOUN
fis-4053	233	17	.	.	PUNCT
fis-4053	234	1	as	as	ADP
fis-4053	234	2	a	a	DET
fis-4053	234	3	result	result	NOUN
fis-4053	234	4	,	,	PUNCT
fis-4053	234	5	it	it	PRON
fis-4053	234	6	proved	prove	VERB
fis-4053	234	7	that	that	SCONJ
fis-4053	234	8	the	the	DET
fis-4053	234	9	location	location	NOUN
fis-4053	234	10	p3000	p3000	PROPN
fis-4053	234	11	is	be	AUX
fis-4053	234	12	the	the	DET
fis-4053	234	13	most	most	ADV
fis-4053	234	14	suitable	suitable	ADJ
fis-4053	234	15	location	location	NOUN
fis-4053	234	16	as	as	SCONJ
fis-4053	234	17	shown	show	VERB
fis-4053	234	18	in	in	ADP
fis-4053	234	19	figs	fig	NOUN
fis-4053	234	20	.	.	PUNCT
fis-4053	235	1	19	19	NUM
fis-4053	235	2	-	-	SYM
fis-4053	235	3	20	20	NUM
fis-4053	235	4	.	.	PUNCT
fis-4053	236	1	for	for	ADP
fis-4053	236	2	the	the	DET
fis-4053	236	3	case	case	NOUN
fis-4053	236	4	of	of	ADP
fis-4053	236	5	the	the	DET
fis-4053	236	6	notches	notch	NOUN
fis-4053	236	7	at	at	ADP
fis-4053	236	8	this	this	DET
fis-4053	236	9	location	location	NOUN
fis-4053	236	10	(	(	PUNCT
fis-4053	236	11	p3000	p3000	NOUN
fis-4053	236	12	)	)	PUNCT
fis-4053	236	13	,	,	PUNCT
fis-4053	236	14	doubling	double	VERB
fis-4053	236	15	the	the	DET
fis-4053	236	16	notch	notch	ADJ
fis-4053	236	17	length	length	NOUN
fis-4053	236	18	from	from	ADP
fis-4053	236	19	50	50	NUM
fis-4053	236	20	mm	mm	NOUN
fis-4053	236	21	to	to	ADP
fis-4053	236	22	100	100	NUM
fis-4053	236	23	mm	mm	NOUN
fis-4053	236	24	improves	improve	VERB
fis-4053	236	25	the	the	DET
fis-4053	236	26	initial	initial	ADJ
fis-4053	236	27	bending	bend	VERB
fis-4053	236	28	stiffness	stiffness	NOUN
fis-4053	236	29	ki	ki	PROPN
fis-4053	236	30	up	up	ADP
fis-4053	236	31	to	to	PART
fis-4053	236	32	7	7	NUM
fis-4053	236	33	%	%	NOUN
fis-4053	236	34	(	(	PUNCT
fis-4053	236	35	from	from	ADP
fis-4053	236	36	1172	1172	NUM
fis-4053	236	37	to	to	ADP
fis-4053	236	38	1252	1252	NUM
fis-4053	236	39	n	n	CCONJ
fis-4053	236	40	/	/	SYM
fis-4053	236	41	m	m	PROPN
fis-4053	236	42	)	)	PUNCT
fis-4053	236	43	,	,	PUNCT
fis-4053	236	44	up	up	ADP
fis-4053	236	45	to	to	PART
fis-4053	236	46	10	10	NUM
fis-4053	236	47	%	%	NOUN
fis-4053	236	48	(	(	PUNCT
fis-4053	236	49	from	from	ADP
fis-4053	236	50	1172	1172	NUM
fis-4053	236	51	to	to	ADP
fis-4053	236	52	1288	1288	NUM
fis-4053	236	53	n	n	CCONJ
fis-4053	236	54	/	/	SYM
fis-4053	236	55	m	m	NOUN
fis-4053	236	56	)	)	PUNCT
fis-4053	236	57	for	for	ADP
fis-4053	236	58	the	the	DET
fis-4053	236	59	case	case	NOUN
fis-4053	236	60	of	of	ADP
fis-4053	236	61	150	150	NUM
fis-4053	236	62	mm	mm	NOUN
fis-4053	236	63	and	and	CCONJ
fis-4053	236	64	finally	finally	ADV
fis-4053	236	65	up	up	ADP
fis-4053	236	66	to	to	PART
fis-4053	236	67	12	12	NUM
fis-4053	236	68	%	%	NOUN
fis-4053	236	69	(	(	PUNCT
fis-4053	236	70	from	from	ADP
fis-4053	236	71	1172	1172	NUM
fis-4053	236	72	to	to	ADP
fis-4053	236	73	1314	1314	NUM
fis-4053	236	74	n	n	CCONJ
fis-4053	236	75	/	/	SYM
fis-4053	236	76	m	m	PROPN
fis-4053	236	77	)	)	PUNCT
fis-4053	236	78	.	.	PUNCT
fis-4053	237	1	for	for	ADP
fis-4053	237	2	the	the	DET
fis-4053	237	3	case	case	NOUN
fis-4053	237	4	of	of	ADP
fis-4053	237	5	the	the	DET
fis-4053	237	6	notches	notch	NOUN
fis-4053	237	7	in	in	ADP
fis-4053	237	8	location	location	NOUN
fis-4053	237	9	p3000	p3000	PROPN
fis-4053	237	10	,	,	PUNCT
fis-4053	237	11	doubling	double	VERB
fis-4053	237	12	the	the	DET
fis-4053	237	13	notch	notch	ADJ
fis-4053	237	14	length	length	NOUN
fis-4053	237	15	from	from	ADP
fis-4053	237	16	50	50	NUM
fis-4053	237	17	mm	mm	NOUN
fis-4053	237	18	to	to	ADP
fis-4053	237	19	100	100	NUM
fis-4053	237	20	mm	mm	NOUN
fis-4053	237	21	improves	improve	VERB
fis-4053	237	22	the	the	DET
fis-4053	237	23	final	final	ADJ
fis-4053	237	24	elastic	elastic	ADJ
fis-4053	237	25	stiffness	stiffness	NOUN
fis-4053	237	26	kser	kser	NOUN
fis-4053	237	27	up	up	ADP
fis-4053	237	28	to	to	PART
fis-4053	237	29	12	12	NUM
fis-4053	237	30	%	%	NOUN
fis-4053	237	31	(	(	PUNCT
fis-4053	237	32	from	from	ADP
fis-4053	237	33	908.1	908.1	NUM
fis-4053	237	34	to	to	ADP
fis-4053	237	35	1019.8	1019.8	NUM
fis-4053	237	36	n	n	CCONJ
fis-4053	237	37	/	/	SYM
fis-4053	237	38	m	m	PROPN
fis-4053	237	39	)	)	PUNCT
fis-4053	237	40	,	,	PUNCT
fis-4053	237	41	up	up	ADP
fis-4053	237	42	to	to	PART
fis-4053	237	43	18	18	NUM
fis-4053	237	44	%	%	NOUN
fis-4053	237	45	(	(	PUNCT
fis-4053	237	46	from	from	ADP
fis-4053	237	47	908.1	908.1	NUM
fis-4053	237	48	to	to	ADP
fis-4053	237	49	1072.2	1072.2	NUM
fis-4053	237	50	n	n	CCONJ
fis-4053	237	51	/	/	SYM
fis-4053	237	52	m	m	NOUN
fis-4053	237	53	)	)	PUNCT
fis-4053	237	54	for	for	ADP
fis-4053	237	55	the	the	DET
fis-4053	237	56	case	case	NOUN
fis-4053	237	57	of	of	ADP
fis-4053	237	58	150	150	NUM
fis-4053	237	59	mm	mm	NOUN
fis-4053	237	60	and	and	CCONJ
fis-4053	237	61	finally	finally	ADV
fis-4053	237	62	up	up	ADP
fis-4053	237	63	to	to	PART
fis-4053	237	64	19	19	NUM
fis-4053	237	65	%	%	NOUN
fis-4053	237	66	(	(	PUNCT
fis-4053	237	67	from	from	ADP
fis-4053	237	68	908.1	908.1	NUM
fis-4053	237	69	to	to	ADP
fis-4053	237	70	1077.5	1077.5	NUM
fis-4053	237	71	n	n	CCONJ
fis-4053	237	72	/	/	SYM
fis-4053	237	73	m	m	PROPN
fis-4053	237	74	)	)	PUNCT
fis-4053	237	75	.	.	PUNCT
fis-4053	238	1	total	total	ADJ
fis-4053	238	2	improvement	improvement	NOUN
fis-4053	238	3	in	in	ADP
fis-4053	238	4	initial	initial	ADJ
fis-4053	238	5	stiffness	stiffness	NOUN
fis-4053	238	6	the	the	DET
fis-4053	238	7	total	total	ADJ
fis-4053	238	8	improvement	improvement	NOUN
fis-4053	238	9	of	of	ADP
fis-4053	238	10	initial	initial	ADJ
fis-4053	238	11	stiffness	stiffness	NOUN
fis-4053	238	12	ki	ki	PROPN
fis-4053	238	13	by	by	ADP
fis-4053	238	14	increasing	increase	VERB
fis-4053	238	15	the	the	DET
fis-4053	238	16	notch	notch	ADJ
fis-4053	238	17	length	length	NOUN
fis-4053	238	18	from	from	ADP
fis-4053	238	19	50	50	NUM
fis-4053	238	20	mm	mm	NOUN
fis-4053	238	21	to	to	ADP
fis-4053	238	22	200	200	NUM
fis-4053	238	23	mm	mm	NOUN
fis-4053	238	24	is	be	AUX
fis-4053	238	25	registered	register	VERB
fis-4053	238	26	at	at	ADP
fis-4053	238	27	the	the	DET
fis-4053	238	28	location	location	NOUN
fis-4053	238	29	p2500	p2500	CCONJ
fis-4053	238	30	(	(	PUNCT
fis-4053	238	31	from	from	ADP
fis-4053	238	32	1147	1147	NUM
fis-4053	238	33	to	to	ADP
fis-4053	238	34	1308	1308	NUM
fis-4053	238	35	n	n	CCONJ
fis-4053	238	36	/	/	SYM
fis-4053	238	37	m	m	PROPN
fis-4053	238	38	)	)	PUNCT
fis-4053	238	39	.	.	PUNCT
fis-4053	239	1	this	this	PRON
fis-4053	239	2	represents	represent	VERB
fis-4053	239	3	a	a	DET
fis-4053	239	4	difference	difference	NOUN
fis-4053	239	5	of	of	ADP
fis-4053	239	6	160	160	NUM
fis-4053	239	7	n	n	CCONJ
fis-4053	239	8	/	/	SYM
fis-4053	239	9	m	m	PROPN
fis-4053	239	10	,	,	PUNCT
fis-4053	239	11	which	which	PRON
fis-4053	239	12	represents	represent	VERB
fis-4053	239	13	an	an	DET
fis-4053	239	14	improvement	improvement	NOUN
fis-4053	239	15	of	of	ADP
fis-4053	239	16	14	14	NUM
fis-4053	239	17	%	%	NOUN
fis-4053	239	18	in	in	ADP
fis-4053	239	19	the	the	DET
fis-4053	239	20	initial	initial	ADJ
fis-4053	239	21	stiffness	stiffness	NOUN
fis-4053	239	22	.	.	PUNCT
fis-4053	240	1	the	the	DET
fis-4053	240	2	location	location	NOUN
fis-4053	240	3	p2500	p2500	CCONJ
fis-4053	240	4	is	be	AUX
fis-4053	240	5	determined	determine	VERB
fis-4053	240	6	as	as	ADP
fis-4053	240	7	the	the	DET
fis-4053	240	8	most	most	ADV
fis-4053	240	9	sensitive	sensitive	ADJ
fis-4053	240	10	location	location	NOUN
fis-4053	240	11	.	.	PUNCT
fis-4053	241	1	it	it	PRON
fis-4053	241	2	has	have	VERB
fis-4053	241	3	the	the	DET
fis-4053	241	4	maximal	maximal	ADJ
fis-4053	241	5	effect	effect	NOUN
fis-4053	241	6	on	on	ADP
fis-4053	241	7	the	the	DET
fis-4053	241	8	stiffness	stiffness	NOUN
fis-4053	241	9	by	by	ADP
fis-4053	241	10	increasing	increase	VERB
fis-4053	241	11	the	the	DET
fis-4053	241	12	length	length	NOUN
fis-4053	241	13	of	of	ADP
fis-4053	241	14	the	the	DET
fis-4053	241	15	notch	notch	NOUN
fis-4053	241	16	at	at	ADP
fis-4053	241	17	this	this	DET
fis-4053	241	18	location	location	NOUN
fis-4053	241	19	.	.	PUNCT
fis-4053	242	1	the	the	DET
fis-4053	242	2	maximal	maximal	ADJ
fis-4053	242	3	improvement	improvement	NOUN
fis-4053	242	4	of	of	ADP
fis-4053	242	5	initial	initial	ADJ
fis-4053	242	6	stiffness	stiffness	NOUN
fis-4053	242	7	ki	ki	PROPN
fis-4053	242	8	by	by	ADP
fis-4053	242	9	changing	change	VERB
fis-4053	242	10	the	the	DET
fis-4053	242	11	notch	notch	ADJ
fis-4053	242	12	location	location	NOUN
fis-4053	242	13	is	be	AUX
fis-4053	242	14	remarked	remark	VERB
fis-4053	242	15	in	in	ADP
fis-4053	242	16	the	the	DET
fis-4053	242	17	case	case	NOUN
fis-4053	242	18	of	of	ADP
fis-4053	242	19	the	the	DET
fis-4053	242	20	notch	notch	NOUN
fis-4053	242	21	r200	r200	PROPN
fis-4053	242	22	from	from	ADP
fis-4053	242	23	p4000	p4000	PROPN
fis-4053	242	24	to	to	ADP
fis-4053	242	25	the	the	DET
fis-4053	242	26	location	location	NOUN
fis-4053	242	27	p3000	p3000	PROPN
fis-4053	242	28	(	(	PUNCT
fis-4053	242	29	from	from	ADP
fis-4053	242	30	975	975	NUM
fis-4053	242	31	to	to	ADP
fis-4053	242	32	1313.6	1313.6	NUM
fis-4053	242	33	n	n	CCONJ
fis-4053	242	34	/	/	SYM
fis-4053	242	35	m	m	PROPN
fis-4053	242	36	)	)	PUNCT
fis-4053	242	37	.	.	PUNCT
fis-4053	243	1	this	this	PRON
fis-4053	243	2	represents	represent	VERB
fis-4053	243	3	a	a	DET
fis-4053	243	4	difference	difference	NOUN
fis-4053	243	5	of	of	ADP
fis-4053	243	6	339	339	NUM
fis-4053	243	7	n	n	CCONJ
fis-4053	243	8	/	/	SYM
fis-4053	243	9	m	m	VERB
fis-4053	243	10	which	which	PRON
fis-4053	243	11	represents	represent	VERB
fis-4053	243	12	an	an	DET
fis-4053	243	13	improvement	improvement	NOUN
fis-4053	243	14	of	of	ADP
fis-4053	243	15	35	35	NUM
fis-4053	243	16	%	%	NOUN
fis-4053	243	17	in	in	ADP
fis-4053	243	18	initial	initial	ADJ
fis-4053	243	19	stiffness	stiffness	NOUN
fis-4053	243	20	.	.	PUNCT
fis-4053	244	1	this	this	PRON
fis-4053	244	2	confirms	confirm	VERB
fis-4053	244	3	that	that	SCONJ
fis-4053	244	4	the	the	DET
fis-4053	244	5	location	location	NOUN
fis-4053	244	6	of	of	ADP
fis-4053	244	7	the	the	DET
fis-4053	244	8	connection	connection	NOUN
fis-4053	244	9	has	have	VERB
fis-4053	244	10	a	a	DET
fis-4053	244	11	crucial	crucial	ADJ
fis-4053	244	12	effect	effect	NOUN
fis-4053	244	13	on	on	ADP
fis-4053	244	14	the	the	DET
fis-4053	244	15	performance	performance	NOUN
fis-4053	244	16	of	of	ADP
fis-4053	244	17	the	the	DET
fis-4053	244	18	tcc	tcc	PROPN
fis-4053	244	19	beams	beam	NOUN
fis-4053	244	20	.	.	PUNCT
fis-4053	245	1	total	total	ADJ
fis-4053	245	2	improvement	improvement	NOUN
fis-4053	245	3	in	in	ADP
fis-4053	245	4	final	final	ADJ
fis-4053	245	5	service	service	NOUN
fis-4053	245	6	stiffness	stiffness	NOUN
fis-4053	245	7	the	the	DET
fis-4053	245	8	total	total	ADJ
fis-4053	245	9	improvement	improvement	NOUN
fis-4053	245	10	of	of	ADP
fis-4053	245	11	service	service	NOUN
fis-4053	245	12	stiffness	stiffness	NOUN
fis-4053	245	13	kser	kser	NOUN
fis-4053	245	14	by	by	ADP
fis-4053	245	15	increasing	increase	VERB
fis-4053	245	16	the	the	DET
fis-4053	245	17	notch	notch	ADJ
fis-4053	245	18	length	length	NOUN
fis-4053	245	19	from	from	ADP
fis-4053	245	20	50	50	NUM
fis-4053	245	21	mm	mm	NOUN
fis-4053	245	22	to	to	ADP
fis-4053	245	23	200	200	NUM
fis-4053	245	24	mm	mm	NOUN
fis-4053	245	25	is	be	AUX
fis-4053	245	26	registered	register	VERB
fis-4053	245	27	at	at	ADP
fis-4053	245	28	the	the	DET
fis-4053	245	29	location	location	NOUN
fis-4053	245	30	p2500	p2500	CCONJ
fis-4053	245	31	(	(	PUNCT
fis-4053	245	32	from	from	ADP
fis-4053	245	33	1024	1024	NUM
fis-4053	245	34	to	to	ADP
fis-4053	245	35	1232	1232	NUM
fis-4053	245	36	n	n	CCONJ
fis-4053	245	37	/	/	SYM
fis-4053	245	38	m	m	PROPN
fis-4053	245	39	)	)	PUNCT
fis-4053	245	40	.	.	PUNCT
fis-4053	246	1	this	this	PRON
fis-4053	246	2	represents	represent	VERB
fis-4053	246	3	a	a	DET
fis-4053	246	4	difference	difference	NOUN
fis-4053	246	5	of	of	ADP
fis-4053	246	6	208	208	NUM
fis-4053	246	7	n	n	CCONJ
fis-4053	246	8	/	/	SYM
fis-4053	246	9	m	m	PROPN
fis-4053	246	10	,	,	PUNCT
fis-4053	246	11	which	which	PRON
fis-4053	246	12	represents	represent	VERB
fis-4053	246	13	20	20	NUM
fis-4053	246	14	%	%	NOUN
fis-4053	246	15	.	.	PUNCT
fis-4053	247	1	the	the	DET
fis-4053	247	2	maximal	maximal	ADJ
fis-4053	247	3	improvement	improvement	NOUN
fis-4053	247	4	of	of	ADP
fis-4053	247	5	service	service	NOUN
fis-4053	247	6	stiffness	stiffness	NOUN
fis-4053	247	7	kser	kser	PROPN
fis-4053	247	8	is	be	AUX
fis-4053	247	9	achieved	achieve	VERB
fis-4053	247	10	at	at	ADP
fis-4053	247	11	the	the	DET
fis-4053	247	12	notch	notch	NOUN
fis-4053	247	13	r200	r200	PROPN
fis-4053	247	14	by	by	ADP
fis-4053	247	15	changing	change	VERB
fis-4053	247	16	the	the	DET
fis-4053	247	17	notch	notch	ADJ
fis-4053	247	18	location	location	NOUN
fis-4053	247	19	from	from	ADP
fis-4053	247	20	p4000	p4000	PROPN
fis-4053	247	21	to	to	ADP
fis-4053	247	22	p3000	p3000	PROPN
fis-4053	247	23	(	(	PUNCT
fis-4053	247	24	from	from	ADP
fis-4053	247	25	975	975	NUM
fis-4053	247	26	to	to	ADP
fis-4053	247	27	1313.6	1313.6	NUM
fis-4053	247	28	n	n	CCONJ
fis-4053	247	29	/	/	SYM
fis-4053	247	30	m	m	PROPN
fis-4053	247	31	)	)	PUNCT
fis-4053	247	32	.	.	PUNCT
fis-4053	248	1	this	this	PRON
fis-4053	248	2	represents	represent	VERB
fis-4053	248	3	a	a	DET
fis-4053	248	4	difference	difference	NOUN
fis-4053	248	5	of	of	ADP
fis-4053	248	6	339	339	NUM
fis-4053	248	7	n	n	CCONJ
fis-4053	248	8	/	/	SYM
fis-4053	248	9	m	m	PROPN
fis-4053	248	10	,	,	PUNCT
fis-4053	248	11	which	which	PRON
fis-4053	248	12	represents	represent	VERB
fis-4053	248	13	35	35	NUM
fis-4053	248	14	%	%	NOUN
fis-4053	248	15	.	.	PUNCT
fis-4053	249	1	figure	figure	NOUN
fis-4053	249	2	19	19	NUM
fis-4053	249	3	:	:	PUNCT
fis-4053	249	4	the	the	DET
fis-4053	249	5	effect	effect	NOUN
fis-4053	249	6	of	of	ADP
fis-4053	249	7	notch	notch	ADJ
fis-4053	249	8	length	length	NOUN
fis-4053	249	9	and	and	CCONJ
fis-4053	249	10	its	its	PRON
fis-4053	249	11	location	location	NOUN
fis-4053	249	12	on	on	ADP
fis-4053	249	13	the	the	DET
fis-4053	249	14	initial	initial	ADJ
fis-4053	249	15	bending	bending	NOUN
fis-4053	249	16	stiffness	stiffness	NOUN
fis-4053	249	17	.	.	PUNCT
fis-4053	250	1	figure	figure	NOUN
fis-4053	250	2	20	20	NUM
fis-4053	250	3	:	:	PUNCT
fis-4053	250	4	the	the	DET
fis-4053	250	5	effect	effect	NOUN
fis-4053	250	6	of	of	ADP
fis-4053	250	7	notch	notch	ADJ
fis-4053	250	8	length	length	NOUN
fis-4053	250	9	and	and	CCONJ
fis-4053	250	10	its	its	PRON
fis-4053	250	11	location	location	NOUN
fis-4053	250	12	on	on	ADP
fis-4053	250	13	the	the	DET
fis-4053	250	14	service	service	NOUN
fis-4053	250	15	bending	bend	VERB
fis-4053	250	16	stiffness	stiffness	NOUN
fis-4053	250	17	.	.	PUNCT
fis-4053	251	1	900	900	NUM
fis-4053	251	2	950	950	NUM
fis-4053	251	3	1000	1000	NUM
fis-4053	251	4	1050	1050	NUM
fis-4053	251	5	1100	1100	NUM
fis-4053	251	6	1150	1150	NUM
fis-4053	251	7	1200	1200	NUM
fis-4053	251	8	1250	1250	NUM
fis-4053	251	9	1300	1300	NUM
fis-4053	251	10	1350	1350	NUM
fis-4053	251	11	2000	2000	NUM
fis-4053	251	12	2250	2250	NUM
fis-4053	251	13	2500	2500	NUM
fis-4053	251	14	2750	2750	NUM
fis-4053	251	15	3000	3000	NUM
fis-4053	251	16	3250	3250	NUM
fis-4053	251	17	3500	3500	NUM
fis-4053	251	18	3750	3750	NUM
fis-4053	251	19	4000	4000	NUM
fis-4053	252	1	k	k	X
fis-4053	253	1	i	i	PRON
fis-4053	253	2	   	   	SPACE
fis-4053	253	3	(	(	PUNCT
fis-4053	253	4	n	n	X
fis-4053	253	5	/m	/m	NUM
fis-4053	253	6	)	)	PUNCT
fis-4053	253	7	notch	notch	ADJ
fis-4053	253	8	 	 	SPACE
fis-4053	253	9	location	location	NOUN
fis-4053	253	10	 	 	SPACE
fis-4053	253	11	(	(	PUNCT
fis-4053	253	12	mm	mm	NOUN
fis-4053	253	13	)	)	PUNCT
fis-4053	253	14	r	r	NOUN
fis-4053	253	15	 	 	SPACE
fis-4053	253	16	200	200	NUM
fis-4053	253	17	r	r	NOUN
fis-4053	253	18	 	 	SPACE
fis-4053	253	19	150	150	NUM
fis-4053	253	20	r	r	NOUN
fis-4053	253	21	 	 	SPACE
fis-4053	253	22	100	100	NUM
fis-4053	253	23	r	r	NOUN
fis-4053	253	24	 	 	SPACE
fis-4053	253	25	50	50	NUM
fis-4053	253	26	880	880	NUM
fis-4053	253	27	930	930	NUM
fis-4053	253	28	980	980	NUM
fis-4053	253	29	1030	1030	NUM
fis-4053	253	30	1080	1080	NUM
fis-4053	253	31	1130	1130	NUM
fis-4053	253	32	1180	1180	NUM
fis-4053	253	33	1230	1230	NUM
fis-4053	253	34	1280	1280	NUM
fis-4053	253	35	2000	2000	NUM
fis-4053	253	36	2250	2250	NUM
fis-4053	253	37	2500	2500	NUM
fis-4053	253	38	2750	2750	NUM
fis-4053	253	39	3000	3000	NUM
fis-4053	253	40	3250	3250	NUM
fis-4053	253	41	3500	3500	NUM
fis-4053	253	42	3750	3750	NUM
fis-4053	253	43	4000	4000	NUM
fis-4053	253	44	se	se	X
fis-4053	253	45	rv	rv	PROPN
fis-4053	253	46	ic	ic	PROPN
fis-4053	254	1	e	e	X
fis-4053	254	2	 	 	SPACE
fis-4053	254	3	s	s	PART
fis-4053	254	4	ti	ti	X
fis-4053	254	5	ff	ff	NOUN
fis-4053	254	6	n	n	PROPN
fis-4053	254	7	e	e	PROPN
fis-4053	254	8	ss	ss	NOUN
fis-4053	254	9	 	 	SPACE
fis-4053	254	10	k	k	PROPN
fis-4053	254	11	se	se	PROPN
fis-4053	254	12	r	r	VERB
fis-4053	254	13	  	  	SPACE
fis-4053	254	14	(	(	PUNCT
fis-4053	254	15	n	n	X
fis-4053	254	16	/m	/m	NUM
fis-4053	254	17	)	)	PUNCT
fis-4053	254	18	notch	notch	ADJ
fis-4053	254	19	 	 	SPACE
fis-4053	254	20	location	location	NOUN
fis-4053	254	21	 	 	SPACE
fis-4053	254	22	(	(	PUNCT
fis-4053	254	23	mm	mm	NOUN
fis-4053	254	24	)	)	PUNCT
fis-4053	254	25	r	r	NOUN
fis-4053	254	26	 	 	SPACE
fis-4053	254	27	200	200	NUM
fis-4053	254	28	r	r	NOUN
fis-4053	254	29	 	 	SPACE
fis-4053	254	30	150	150	NUM
fis-4053	254	31	r	r	NOUN
fis-4053	254	32	 	 	SPACE
fis-4053	254	33	100	100	NUM
fis-4053	254	34	r	r	NOUN
fis-4053	254	35	 	 	SPACE
fis-4053	254	36	50	50	NUM
fis-4053	254	37	h.	h.	NOUN
fis-4053	254	38	zine	zine	PROPN
fis-4053	254	39	laabidine	laabidine	NOUN
fis-4053	254	40	et	et	PROPN
fis-4053	254	41	alii	alii	PROPN
fis-4053	254	42	,	,	PUNCT
fis-4053	254	43	frattura	frattura	PROPN
fis-4053	254	44	ed	ed	PROPN
fis-4053	254	45	integrità	integrità	PROPN
fis-4053	254	46	strutturale	strutturale	PROPN
fis-4053	254	47	,	,	PUNCT
fis-4053	254	48	64	64	NUM
fis-4053	254	49	(	(	PUNCT
fis-4053	254	50	2023	2023	NUM
fis-4053	254	51	)	)	PUNCT
fis-4053	254	52	186	186	NUM
fis-4053	254	53	-	-	SYM
fis-4053	254	54	203	203	NUM
fis-4053	254	55	;	;	PUNCT
fis-4053	254	56	doi	doi	NOUN
fis-4053	254	57	:	:	PUNCT
fis-4053	254	58	10.3221	10.3221	NUM
fis-4053	254	59	/	/	SYM
fis-4053	254	60	igf	igf	PROPN
fis-4053	254	61	-	-	PUNCT
fis-4053	254	62	esis.64.12	esis.64.12	PROPN
fis-4053	254	63	201	201	NUM
fis-4053	254	64	tcc	tcc	NOUN
fis-4053	254	65	beams	beam	NOUN
fis-4053	254	66	strength	strength	NOUN
fis-4053	254	67	the	the	DET
fis-4053	254	68	tcc	tcc	PROPN
fis-4053	254	69	beam	beam	NOUN
fis-4053	254	70	strength	strength	NOUN
fis-4053	254	71	is	be	AUX
fis-4053	254	72	achieved	achieve	VERB
fis-4053	254	73	in	in	ADP
fis-4053	254	74	all	all	DET
fis-4053	254	75	locations	location	NOUN
fis-4053	254	76	by	by	ADP
fis-4053	254	77	the	the	DET
fis-4053	254	78	notch	notch	ADJ
fis-4053	254	79	connection	connection	NOUN
fis-4053	254	80	r200	r200	PROPN
fis-4053	254	81	.	.	PUNCT
fis-4053	255	1	the	the	DET
fis-4053	255	2	long	long	ADJ
fis-4053	255	3	length	length	NOUN
fis-4053	255	4	provides	provide	VERB
fis-4053	255	5	the	the	DET
fis-4053	255	6	tcc	tcc	PROPN
fis-4053	255	7	beam	beam	NOUN
fis-4053	255	8	with	with	ADP
fis-4053	255	9	the	the	DET
fis-4053	255	10	highest	high	ADJ
fis-4053	255	11	strength	strength	NOUN
fis-4053	255	12	.	.	PUNCT
fis-4053	256	1	the	the	DET
fis-4053	256	2	tcc	tcc	PROPN
fis-4053	256	3	beams	beam	NOUN
fis-4053	256	4	with	with	ADP
fis-4053	256	5	long	long	ADJ
fis-4053	256	6	notches	notch	NOUN
fis-4053	256	7	in	in	ADP
fis-4053	256	8	every	every	DET
fis-4053	256	9	case	case	NOUN
fis-4053	256	10	,	,	PUNCT
fis-4053	256	11	regardless	regardless	ADV
fis-4053	256	12	of	of	ADP
fis-4053	256	13	the	the	DET
fis-4053	256	14	location	location	NOUN
fis-4053	256	15	,	,	PUNCT
fis-4053	256	16	demonstrate	demonstrate	VERB
fis-4053	256	17	a	a	DET
fis-4053	256	18	higher	high	ADJ
fis-4053	256	19	strength	strength	NOUN
fis-4053	256	20	compared	compare	VERB
fis-4053	256	21	to	to	ADP
fis-4053	256	22	the	the	DET
fis-4053	256	23	beams	beam	NOUN
fis-4053	256	24	with	with	ADP
fis-4053	256	25	short	short	ADJ
fis-4053	256	26	notches	notch	NOUN
fis-4053	256	27	except	except	SCONJ
fis-4053	256	28	for	for	ADP
fis-4053	256	29	p4000	p4000	PROPN
fis-4053	256	30	,	,	PUNCT
fis-4053	256	31	where	where	SCONJ
fis-4053	256	32	the	the	DET
fis-4053	256	33	length	length	NOUN
fis-4053	256	34	of	of	ADP
fis-4053	256	35	the	the	DET
fis-4053	256	36	notch	notch	NOUN
fis-4053	256	37	near	near	ADP
fis-4053	256	38	the	the	DET
fis-4053	256	39	bearings	bearing	NOUN
fis-4053	256	40	represents	represent	VERB
fis-4053	256	41	an	an	DET
fis-4053	256	42	unfavourable	unfavourable	ADJ
fis-4053	256	43	parameter	parameter	NOUN
fis-4053	256	44	,	,	PUNCT
fis-4053	256	45	causing	cause	VERB
fis-4053	256	46	the	the	DET
fis-4053	256	47	weakening	weakening	NOUN
fis-4053	256	48	of	of	ADP
fis-4053	256	49	the	the	DET
fis-4053	256	50	portion	portion	NOUN
fis-4053	256	51	of	of	ADP
fis-4053	256	52	the	the	DET
fis-4053	256	53	lvl	lvl	NOUN
fis-4053	256	54	that	that	PRON
fis-4053	256	55	is	be	AUX
fis-4053	256	56	set	set	VERB
fis-4053	256	57	aside	aside	ADV
fis-4053	256	58	to	to	PART
fis-4053	256	59	be	be	AUX
fis-4053	256	60	resistant	resistant	ADJ
fis-4053	256	61	to	to	ADP
fis-4053	256	62	the	the	DET
fis-4053	256	63	shear	shear	NOUN
fis-4053	256	64	forces	force	NOUN
fis-4053	256	65	generated	generate	VERB
fis-4053	256	66	at	at	ADP
fis-4053	256	67	the	the	DET
fis-4053	256	68	interface	interface	NOUN
fis-4053	256	69	between	between	ADP
fis-4053	256	70	the	the	DET
fis-4053	256	71	two	two	NUM
fis-4053	256	72	principal	principal	ADJ
fis-4053	256	73	components	component	NOUN
fis-4053	256	74	,	,	PUNCT
fis-4053	256	75	the	the	DET
fis-4053	256	76	lvl	lvl	NOUN
fis-4053	256	77	joist	joist	NOUN
fis-4053	256	78	and	and	CCONJ
fis-4053	256	79	the	the	DET
fis-4053	256	80	concrete	concrete	ADJ
fis-4053	256	81	slab	slab	NOUN
fis-4053	256	82	.	.	PUNCT
fis-4053	257	1	despite	despite	SCONJ
fis-4053	257	2	that	that	PRON
fis-4053	257	3	,	,	PUNCT
fis-4053	257	4	this	this	PRON
fis-4053	257	5	suggests	suggest	VERB
fis-4053	257	6	that	that	SCONJ
fis-4053	257	7	the	the	PRON
fis-4053	257	8	longer	long	ADJ
fis-4053	257	9	the	the	DET
fis-4053	257	10	notch	notch	NOUN
fis-4053	257	11	at	at	ADP
fis-4053	257	12	the	the	DET
fis-4053	257	13	right	right	ADJ
fis-4053	257	14	location	location	NOUN
fis-4053	257	15	,	,	PUNCT
fis-4053	257	16	the	the	PRON
fis-4053	257	17	higher	high	ADJ
fis-4053	257	18	the	the	DET
fis-4053	257	19	strength	strength	NOUN
fis-4053	257	20	of	of	ADP
fis-4053	257	21	tcc	tcc	PROPN
fis-4053	257	22	beams	beam	NOUN
fis-4053	257	23	.	.	PUNCT
fis-4053	258	1	the	the	DET
fis-4053	258	2	tcc	tcc	PROPN
fis-4053	258	3	beams	beam	NOUN
fis-4053	258	4	equipped	equip	VERB
fis-4053	258	5	with	with	ADP
fis-4053	258	6	notch	notch	ADJ
fis-4053	258	7	connections	connection	NOUN
fis-4053	258	8	of	of	ADP
fis-4053	258	9	different	different	ADJ
fis-4053	258	10	lengths	length	NOUN
fis-4053	258	11	reached	reach	VERB
fis-4053	258	12	their	their	PRON
fis-4053	258	13	maximum	maximum	ADJ
fis-4053	258	14	strength	strength	NOUN
fis-4053	258	15	at	at	ADP
fis-4053	258	16	location	location	NOUN
fis-4053	258	17	p3750	p3750	NOUN
fis-4053	258	18	.	.	PUNCT
fis-4053	259	1	the	the	DET
fis-4053	259	2	strength	strength	NOUN
fis-4053	259	3	curves	curve	NOUN
fis-4053	259	4	point	point	VERB
fis-4053	259	5	to	to	ADP
fis-4053	259	6	an	an	DET
fis-4053	259	7	optimum	optimum	NOUN
fis-4053	259	8	at	at	ADP
fis-4053	259	9	this	this	DET
fis-4053	259	10	location	location	NOUN
fis-4053	259	11	.	.	PUNCT
fis-4053	260	1	for	for	ADP
fis-4053	260	2	the	the	DET
fis-4053	260	3	case	case	NOUN
fis-4053	260	4	of	of	ADP
fis-4053	260	5	the	the	DET
fis-4053	260	6	notches	notch	NOUN
fis-4053	260	7	in	in	ADP
fis-4053	260	8	this	this	DET
fis-4053	260	9	location	location	NOUN
fis-4053	260	10	p3750	p3750	NOUN
fis-4053	260	11	,	,	PUNCT
fis-4053	260	12	doubling	double	VERB
fis-4053	260	13	the	the	DET
fis-4053	260	14	notch	notch	ADJ
fis-4053	260	15	length	length	NOUN
fis-4053	260	16	from	from	ADP
fis-4053	260	17	50	50	NUM
fis-4053	260	18	mm	mm	NOUN
fis-4053	260	19	to	to	ADP
fis-4053	260	20	100	100	NUM
fis-4053	260	21	mm	mm	NOUN
fis-4053	260	22	improves	improve	VERB
fis-4053	260	23	the	the	DET
fis-4053	260	24	maximal	maximal	ADJ
fis-4053	260	25	strength	strength	NOUN
fis-4053	260	26	fmax	fmax	PROPN
fis-4053	260	27	by	by	ADP
fis-4053	260	28	13	13	NUM
fis-4053	260	29	%	%	NOUN
fis-4053	260	30	(	(	PUNCT
fis-4053	260	31	from	from	ADP
fis-4053	260	32	49	49	NUM
fis-4053	260	33	to	to	PART
fis-4053	260	34	55.2	55.2	NUM
fis-4053	260	35	kn	kn	PROPN
fis-4053	260	36	)	)	PUNCT
fis-4053	260	37	,	,	PUNCT
fis-4053	260	38	up	up	ADP
fis-4053	260	39	to	to	PART
fis-4053	260	40	22	22	NUM
fis-4053	260	41	%	%	NOUN
fis-4053	260	42	(	(	PUNCT
fis-4053	260	43	from	from	ADP
fis-4053	260	44	49	49	NUM
fis-4053	260	45	to	to	PART
fis-4053	260	46	60	60	NUM
fis-4053	260	47	kn	kn	PROPN
fis-4053	260	48	)	)	PUNCT
fis-4053	260	49	for	for	ADP
fis-4053	260	50	the	the	DET
fis-4053	260	51	case	case	NOUN
fis-4053	260	52	of	of	ADP
fis-4053	260	53	150	150	NUM
fis-4053	260	54	mm	mm	NOUN
fis-4053	260	55	notch	notch	NOUN
fis-4053	260	56	length	length	NOUN
fis-4053	260	57	and	and	CCONJ
fis-4053	260	58	finally	finally	ADV
fis-4053	260	59	up	up	ADP
fis-4053	260	60	to	to	PART
fis-4053	260	61	29	29	NUM
fis-4053	260	62	%	%	NOUN
fis-4053	260	63	(	(	PUNCT
fis-4053	260	64	from	from	ADP
fis-4053	260	65	49	49	NUM
fis-4053	260	66	to	to	PART
fis-4053	260	67	63	63	NUM
fis-4053	260	68	kn	kn	PROPN
fis-4053	260	69	)	)	PUNCT
fis-4053	260	70	for	for	ADP
fis-4053	260	71	the	the	DET
fis-4053	260	72	case	case	NOUN
fis-4053	260	73	of	of	ADP
fis-4053	260	74	200	200	NUM
fis-4053	260	75	mm	mm	NOUN
fis-4053	260	76	notch	notch	NOUN
fis-4053	260	77	length	length	NOUN
fis-4053	260	78	.	.	PUNCT
fis-4053	261	1	improvement	improvement	NOUN
fis-4053	261	2	in	in	ADP
fis-4053	261	3	strength	strength	NOUN
fis-4053	261	4	the	the	DET
fis-4053	261	5	total	total	ADJ
fis-4053	261	6	improvement	improvement	NOUN
fis-4053	261	7	of	of	ADP
fis-4053	261	8	strength	strength	NOUN
fis-4053	261	9	fmax	fmax	PROPN
fis-4053	261	10	by	by	ADP
fis-4053	261	11	increasing	increase	VERB
fis-4053	261	12	the	the	DET
fis-4053	261	13	notch	notch	ADJ
fis-4053	261	14	length	length	NOUN
fis-4053	261	15	from	from	ADP
fis-4053	261	16	50	50	NUM
fis-4053	261	17	mm	mm	NOUN
fis-4053	261	18	to	to	ADP
fis-4053	261	19	200	200	NUM
fis-4053	261	20	mm	mm	NOUN
fis-4053	261	21	is	be	AUX
fis-4053	261	22	registered	register	VERB
fis-4053	261	23	at	at	ADP
fis-4053	261	24	the	the	DET
fis-4053	261	25	location	location	NOUN
fis-4053	261	26	p2500	p2500	CCONJ
fis-4053	261	27	(	(	PUNCT
fis-4053	261	28	from	from	ADP
fis-4053	261	29	38.1	38.1	NUM
fis-4053	261	30	to	to	ADP
fis-4053	261	31	54.8	54.8	NUM
fis-4053	261	32	kn	kn	PROPN
fis-4053	261	33	)	)	PUNCT
fis-4053	261	34	,	,	PUNCT
fis-4053	261	35	a	a	DET
fis-4053	261	36	difference	difference	NOUN
fis-4053	261	37	of	of	ADP
fis-4053	261	38	16.7	16.7	NUM
fis-4053	261	39	kn	kn	NOUN
fis-4053	261	40	,	,	PUNCT
fis-4053	261	41	which	which	PRON
fis-4053	261	42	represents	represent	VERB
fis-4053	261	43	an	an	DET
fis-4053	261	44	improvement	improvement	NOUN
fis-4053	261	45	of	of	ADP
fis-4053	261	46	43	43	NUM
fis-4053	261	47	%	%	NOUN
fis-4053	261	48	in	in	ADP
fis-4053	261	49	strength	strength	NOUN
fis-4053	261	50	.	.	PUNCT
fis-4053	262	1	the	the	DET
fis-4053	262	2	location	location	NOUN
fis-4053	262	3	p2500	p2500	CCONJ
fis-4053	262	4	is	be	AUX
fis-4053	262	5	determined	determine	VERB
fis-4053	262	6	as	as	ADP
fis-4053	262	7	the	the	DET
fis-4053	262	8	most	most	ADV
fis-4053	262	9	sensitive	sensitive	ADJ
fis-4053	262	10	location	location	NOUN
fis-4053	262	11	.	.	PUNCT
fis-4053	263	1	just	just	ADV
fis-4053	263	2	increasing	increase	VERB
fis-4053	263	3	the	the	DET
fis-4053	263	4	length	length	NOUN
fis-4053	263	5	of	of	ADP
fis-4053	263	6	the	the	DET
fis-4053	263	7	notch	notch	NOUN
fis-4053	263	8	at	at	ADP
fis-4053	263	9	this	this	DET
fis-4053	263	10	location	location	NOUN
fis-4053	263	11	will	will	AUX
fis-4053	263	12	enhance	enhance	VERB
fis-4053	263	13	the	the	DET
fis-4053	263	14	strength	strength	NOUN
fis-4053	263	15	of	of	ADP
fis-4053	263	16	the	the	DET
fis-4053	263	17	tcc	tcc	PROPN
fis-4053	263	18	beam	beam	NOUN
fis-4053	263	19	.	.	PUNCT
fis-4053	264	1	the	the	DET
fis-4053	264	2	maximal	maximal	ADJ
fis-4053	264	3	improvement	improvement	NOUN
fis-4053	264	4	of	of	ADP
fis-4053	264	5	strength	strength	NOUN
fis-4053	264	6	fmax	fmax	PROPN
fis-4053	264	7	by	by	ADP
fis-4053	264	8	changing	change	VERB
fis-4053	264	9	the	the	DET
fis-4053	264	10	notch	notch	ADJ
fis-4053	264	11	location	location	NOUN
fis-4053	264	12	is	be	AUX
fis-4053	264	13	observed	observe	VERB
fis-4053	264	14	with	with	ADP
fis-4053	264	15	r50	r50	NUM
fis-4053	264	16	from	from	ADP
fis-4053	264	17	p2500	p2500	NUM
fis-4053	264	18	to	to	ADP
fis-4053	264	19	location	location	NOUN
fis-4053	264	20	p3750	p3750	PROPN
fis-4053	264	21	(	(	PUNCT
fis-4053	264	22	from	from	ADP
fis-4053	264	23	38.1	38.1	NUM
fis-4053	264	24	to	to	ADP
fis-4053	264	25	49.5	49.5	NUM
fis-4053	264	26	kn	kn	PROPN
fis-4053	264	27	)	)	PUNCT
fis-4053	264	28	,	,	PUNCT
fis-4053	264	29	a	a	DET
fis-4053	264	30	difference	difference	NOUN
fis-4053	264	31	of	of	ADP
fis-4053	264	32	11.4	11.4	NUM
fis-4053	264	33	kn	kn	NOUN
fis-4053	264	34	,	,	PUNCT
fis-4053	264	35	which	which	PRON
fis-4053	264	36	represents	represent	VERB
fis-4053	264	37	an	an	DET
fis-4053	264	38	improvement	improvement	NOUN
fis-4053	264	39	in	in	ADP
fis-4053	264	40	the	the	DET
fis-4053	264	41	strength	strength	NOUN
fis-4053	264	42	of	of	ADP
fis-4053	264	43	30	30	NUM
fis-4053	264	44	%	%	NOUN
fis-4053	264	45	.	.	PUNCT
fis-4053	265	1	this	this	PRON
fis-4053	265	2	confirms	confirm	VERB
fis-4053	265	3	that	that	SCONJ
fis-4053	265	4	the	the	DET
fis-4053	265	5	tcc	tcc	PROPN
fis-4053	265	6	beam	beam	NOUN
fis-4053	265	7	strength	strength	NOUN
fis-4053	265	8	can	can	AUX
fis-4053	265	9	be	be	AUX
fis-4053	265	10	improved	improve	VERB
fis-4053	265	11	by	by	ADP
fis-4053	265	12	30	30	NUM
fis-4053	265	13	%	%	NOUN
fis-4053	265	14	just	just	ADV
fis-4053	265	15	by	by	ADP
fis-4053	265	16	moving	move	VERB
fis-4053	265	17	the	the	DET
fis-4053	265	18	connection	connection	NOUN
fis-4053	265	19	1.25	1.25	NUM
fis-4053	265	20	m	m	NOUN
fis-4053	265	21	along	along	ADP
fis-4053	265	22	the	the	DET
fis-4053	265	23	beam	beam	NOUN
fis-4053	265	24	.	.	PUNCT
fis-4053	266	1	fig	fig	NOUN
fis-4053	266	2	.	.	PUNCT
fis-4053	267	1	21	21	NUM
fis-4053	267	2	presents	present	VERB
fis-4053	267	3	the	the	DET
fis-4053	267	4	effect	effect	NOUN
fis-4053	267	5	of	of	ADP
fis-4053	267	6	the	the	DET
fis-4053	267	7	notch	notch	ADJ
fis-4053	267	8	location	location	NOUN
fis-4053	267	9	on	on	ADP
fis-4053	267	10	the	the	DET
fis-4053	267	11	load	load	NOUN
fis-4053	267	12	carrying	carry	VERB
fis-4053	267	13	capacity	capacity	NOUN
fis-4053	267	14	.	.	PUNCT
fis-4053	268	1	figure	figure	NOUN
fis-4053	268	2	21	21	NUM
fis-4053	268	3	:	:	PUNCT
fis-4053	268	4	the	the	DET
fis-4053	268	5	effect	effect	NOUN
fis-4053	268	6	of	of	ADP
fis-4053	268	7	notch	notch	ADJ
fis-4053	268	8	length	length	NOUN
fis-4053	268	9	and	and	CCONJ
fis-4053	268	10	its	its	PRON
fis-4053	268	11	location	location	NOUN
fis-4053	268	12	on	on	ADP
fis-4053	268	13	the	the	DET
fis-4053	268	14	tcc	tcc	PROPN
fis-4053	268	15	beam	beam	NOUN
fis-4053	268	16	strength	strength	NOUN
fis-4053	268	17	.	.	PUNCT
fis-4053	269	1	conclusion	conclusion	NOUN
fis-4053	269	2	his	his	PRON
fis-4053	269	3	paper	paper	NOUN
fis-4053	269	4	investigates	investigate	VERB
fis-4053	269	5	the	the	DET
fis-4053	269	6	short	short	ADJ
fis-4053	269	7	-	-	PUNCT
fis-4053	269	8	term	term	NOUN
fis-4053	269	9	behaviour	behaviour	NOUN
fis-4053	269	10	of	of	ADP
fis-4053	269	11	timber	timber	NOUN
fis-4053	269	12	-	-	PUNCT
fis-4053	269	13	concrete	concrete	ADJ
fis-4053	269	14	composite	composite	ADJ
fis-4053	269	15	beams	beam	NOUN
fis-4053	269	16	with	with	ADP
fis-4053	269	17	various	various	ADJ
fis-4053	269	18	notch	notch	ADJ
fis-4053	269	19	lengths	length	NOUN
fis-4053	269	20	situated	situate	VERB
fis-4053	269	21	in	in	ADP
fis-4053	269	22	different	different	ADJ
fis-4053	269	23	locations	location	NOUN
fis-4053	269	24	along	along	ADP
fis-4053	269	25	the	the	DET
fis-4053	269	26	composite	composite	ADJ
fis-4053	269	27	beam	beam	NOUN
fis-4053	269	28	using	use	VERB
fis-4053	269	29	the	the	DET
fis-4053	269	30	finite	finite	ADJ
fis-4053	269	31	element	element	NOUN
fis-4053	269	32	method	method	NOUN
fis-4053	269	33	based	base	VERB
fis-4053	269	34	on	on	ADP
fis-4053	269	35	developing	develop	VERB
fis-4053	269	36	a	a	DET
fis-4053	269	37	simple	simple	ADJ
fis-4053	269	38	model	model	NOUN
fis-4053	269	39	supported	support	VERB
fis-4053	269	40	by	by	ADP
fis-4053	269	41	abaqus	abaqus	PROPN
fis-4053	269	42	software	software	NOUN
fis-4053	269	43	.	.	PUNCT
fis-4053	270	1	after	after	ADP
fis-4053	270	2	validating	validate	VERB
fis-4053	270	3	the	the	DET
fis-4053	270	4	preliminary	preliminary	ADJ
fis-4053	270	5	results	result	NOUN
fis-4053	270	6	which	which	PRON
fis-4053	270	7	the	the	DET
fis-4053	270	8	model	model	NOUN
fis-4053	270	9	exhibited	exhibit	VERB
fis-4053	270	10	a	a	DET
fis-4053	270	11	satisfactory	satisfactory	ADJ
fis-4053	270	12	precision	precision	NOUN
fis-4053	270	13	compared	compare	VERB
fis-4053	270	14	to	to	ADP
fis-4053	270	15	the	the	DET
fis-4053	270	16	experimental	experimental	ADJ
fis-4053	270	17	outcomes	outcome	NOUN
fis-4053	270	18	,	,	PUNCT
fis-4053	270	19	a	a	DET
fis-4053	270	20	numeric	numeric	ADJ
fis-4053	270	21	study	study	NOUN
fis-4053	270	22	was	be	AUX
fis-4053	270	23	established	establish	VERB
fis-4053	270	24	.	.	PUNCT
fis-4053	271	1	the	the	DET
fis-4053	271	2	optimal	optimal	ADJ
fis-4053	271	3	study	study	NOUN
fis-4053	271	4	aimed	aim	VERB
fis-4053	271	5	to	to	PART
fis-4053	271	6	determine	determine	VERB
fis-4053	271	7	the	the	DET
fis-4053	271	8	effect	effect	NOUN
fis-4053	271	9	of	of	ADP
fis-4053	271	10	the	the	DET
fis-4053	271	11	notch	notch	ADJ
fis-4053	271	12	location	location	NOUN
fis-4053	271	13	and	and	CCONJ
fis-4053	271	14	the	the	DET
fis-4053	271	15	notch	notch	ADJ
fis-4053	271	16	length	length	NOUN
fis-4053	271	17	on	on	ADP
fis-4053	271	18	the	the	DET
fis-4053	271	19	short	short	ADJ
fis-4053	271	20	-	-	PUNCT
fis-4053	271	21	term	term	NOUN
fis-4053	271	22	behaviour	behaviour	NOUN
fis-4053	271	23	of	of	ADP
fis-4053	271	24	the	the	DET
fis-4053	271	25	timber	timber	NOUN
fis-4053	271	26	-	-	PUNCT
fis-4053	271	27	concrete	concrete	ADJ
fis-4053	271	28	composite	composite	ADJ
fis-4053	271	29	beams	beam	NOUN
fis-4053	271	30	,	,	PUNCT
fis-4053	271	31	specifically	specifically	ADV
fis-4053	271	32	on	on	ADP
fis-4053	271	33	the	the	DET
fis-4053	271	34	tcc	tcc	PROPN
fis-4053	271	35	beam	beam	NOUN
fis-4053	271	36	bending	bend	VERB
fis-4053	271	37	stiffness	stiffness	NOUN
fis-4053	271	38	and	and	CCONJ
fis-4053	271	39	the	the	DET
fis-4053	271	40	tcc	tcc	PROPN
fis-4053	271	41	strength	strength	NOUN
fis-4053	271	42	.	.	PUNCT
fis-4053	272	1	the	the	DET
fis-4053	272	2	conclusions	conclusion	NOUN
fis-4053	272	3	of	of	ADP
fis-4053	272	4	this	this	DET
fis-4053	272	5	study	study	NOUN
fis-4053	272	6	are	be	AUX
fis-4053	272	7	listed	list	VERB
fis-4053	272	8	into	into	ADP
fis-4053	272	9	two	two	NUM
fis-4053	272	10	main	main	ADJ
fis-4053	272	11	categories	category	NOUN
fis-4053	272	12	:	:	PUNCT
fis-4053	272	13	the	the	DET
fis-4053	272	14	effect	effect	NOUN
fis-4053	272	15	of	of	ADP
fis-4053	272	16	the	the	DET
fis-4053	272	17	notch	notch	ADJ
fis-4053	272	18	connection	connection	NOUN
fis-4053	272	19	location	location	NOUN
fis-4053	272	20	and	and	CCONJ
fis-4053	272	21	the	the	DET
fis-4053	272	22	effect	effect	NOUN
fis-4053	272	23	of	of	ADP
fis-4053	272	24	the	the	DET
fis-4053	272	25	notch	notch	ADJ
fis-4053	272	26	length	length	NOUN
fis-4053	272	27	.	.	PUNCT
fis-4053	273	1	effect	effect	NOUN
fis-4053	273	2	of	of	ADP
fis-4053	273	3	the	the	DET
fis-4053	273	4	location	location	NOUN
fis-4053	273	5	this	this	DET
fis-4053	273	6	study	study	NOUN
fis-4053	273	7	found	find	VERB
fis-4053	273	8	that	that	SCONJ
fis-4053	273	9	the	the	DET
fis-4053	273	10	notch	notch	ADJ
fis-4053	273	11	connection	connection	NOUN
fis-4053	273	12	location	location	NOUN
fis-4053	273	13	has	have	VERB
fis-4053	273	14	a	a	DET
fis-4053	273	15	significant	significant	ADJ
fis-4053	273	16	effect	effect	NOUN
fis-4053	273	17	on	on	ADP
fis-4053	273	18	the	the	DET
fis-4053	273	19	short	short	ADJ
fis-4053	273	20	-	-	PUNCT
fis-4053	273	21	term	term	NOUN
fis-4053	273	22	behaviour	behaviour	NOUN
fis-4053	273	23	of	of	ADP
fis-4053	273	24	the	the	DET
fis-4053	273	25	tcc	tcc	PROPN
fis-4053	273	26	beam	beam	NOUN
fis-4053	273	27	.	.	PUNCT
fis-4053	274	1	35	35	NUM
fis-4053	274	2	40	40	NUM
fis-4053	274	3	45	45	NUM
fis-4053	274	4	50	50	NUM
fis-4053	274	5	55	55	NUM
fis-4053	274	6	60	60	NUM
fis-4053	274	7	65	65	NUM
fis-4053	274	8	2500	2500	NUM
fis-4053	274	9	2750	2750	NUM
fis-4053	274	10	3000	3000	NUM
fis-4053	274	11	3250	3250	NUM
fis-4053	274	12	3500	3500	NUM
fis-4053	274	13	3750	3750	NUM
fis-4053	274	14	4000	4000	NUM
fis-4053	274	15	st	st	PROPN
fis-4053	274	16	re	re	PROPN
fis-4053	274	17	n	n	PROPN
fis-4053	274	18	gt	gt	PROPN
fis-4053	274	19	h	h	NOUN
fis-4053	274	20	 	 	SPACE
fis-4053	274	21	f	f	PROPN
fis-4053	274	22	m	m	VERB
fis-4053	274	23	ax	ax	NOUN
fis-4053	274	24	  	  	SPACE
fis-4053	274	25	(	(	PUNCT
fis-4053	274	26	kn	kn	PROPN
fis-4053	274	27	)	)	PUNCT
fis-4053	274	28	  	  	SPACE
fis-4053	274	29	notch	notch	ADJ
fis-4053	274	30	 	 	SPACE
fis-4053	274	31	location(mm	location(mm	NOUN
fis-4053	274	32	)	)	PUNCT
fis-4053	274	33	r	r	NOUN
fis-4053	274	34	 	 	SPACE
fis-4053	274	35	200	200	NUM
fis-4053	274	36	r	r	NOUN
fis-4053	274	37	 	 	SPACE
fis-4053	274	38	150	150	NUM
fis-4053	274	39	r	r	NOUN
fis-4053	274	40	 	 	SPACE
fis-4053	274	41	100	100	NUM
fis-4053	274	42	r	r	NOUN
fis-4053	274	43	 	 	SPACE
fis-4053	274	44	50	50	NUM
fis-4053	274	45	t	t	PROPN
fis-4053	274	46	h.	h.	PROPN
fis-4053	274	47	zine	zine	PROPN
fis-4053	274	48	laabidine	laabidine	VERB
fis-4053	274	49	et	et	PROPN
fis-4053	274	50	alii	alii	PROPN
fis-4053	274	51	,	,	PUNCT
fis-4053	274	52	frattura	frattura	PROPN
fis-4053	274	53	ed	ed	PROPN
fis-4053	274	54	integrità	integrità	PROPN
fis-4053	274	55	strutturale	strutturale	PROPN
fis-4053	274	56	,	,	PUNCT
fis-4053	274	57	64	64	NUM
fis-4053	274	58	(	(	PUNCT
fis-4053	274	59	2023	2023	NUM
fis-4053	274	60	)	)	PUNCT
fis-4053	274	61	186	186	NUM
fis-4053	274	62	-	-	SYM
fis-4053	274	63	203	203	NUM
fis-4053	274	64	;	;	PUNCT
fis-4053	274	65	doi	doi	NOUN
fis-4053	274	66	:	:	PUNCT
fis-4053	274	67	10.3221	10.3221	NUM
fis-4053	274	68	/	/	SYM
fis-4053	274	69	igf	igf	PROPN
fis-4053	274	70	-	-	PUNCT
fis-4053	274	71	esis.64.12	esis.64.12	PROPN
fis-4053	274	72	202	202	NUM
fis-4053	274	73	tcc	tcc	PROPN
fis-4053	274	74	beams	beam	NOUN
fis-4053	274	75	perform	perform	VERB
fis-4053	274	76	better	well	ADV
fis-4053	274	77	with	with	ADP
fis-4053	274	78	a	a	DET
fis-4053	274	79	small	small	ADJ
fis-4053	274	80	notch	notch	NOUN
fis-4053	274	81	at	at	ADP
fis-4053	274	82	the	the	DET
fis-4053	274	83	proper	proper	ADJ
fis-4053	274	84	location	location	NOUN
fis-4053	274	85	rather	rather	ADV
fis-4053	274	86	than	than	ADP
fis-4053	274	87	a	a	DET
fis-4053	274	88	large	large	ADJ
fis-4053	274	89	notch	notch	NOUN
fis-4053	274	90	poorly	poorly	ADV
fis-4053	274	91	situated	situate	VERB
fis-4053	274	92	.	.	PUNCT
fis-4053	275	1	precisely	precisely	ADV
fis-4053	275	2	,	,	PUNCT
fis-4053	275	3	the	the	DET
fis-4053	275	4	tcc	tcc	PROPN
fis-4053	275	5	beam	beam	NOUN
fis-4053	275	6	exhibits	exhibit	VERB
fis-4053	275	7	higher	high	ADJ
fis-4053	275	8	stiffness	stiffness	NOUN
fis-4053	275	9	and	and	CCONJ
fis-4053	275	10	higher	high	ADJ
fis-4053	275	11	load	load	NOUN
fis-4053	275	12	-	-	PUNCT
fis-4053	275	13	carrying	carry	VERB
fis-4053	275	14	capacity	capacity	NOUN
fis-4053	275	15	.	.	PUNCT
fis-4053	276	1	in	in	ADP
fis-4053	276	2	terms	term	NOUN
fis-4053	276	3	of	of	ADP
fis-4053	276	4	stiffness	stiffness	NOUN
fis-4053	276	5	,	,	PUNCT
fis-4053	276	6	the	the	DET
fis-4053	276	7	location	location	NOUN
fis-4053	276	8	p3000	p3000	PROPN
fis-4053	276	9	was	be	AUX
fis-4053	276	10	found	find	VERB
fis-4053	276	11	to	to	PART
fis-4053	276	12	be	be	AUX
fis-4053	276	13	the	the	DET
fis-4053	276	14	optimal	optimal	ADJ
fis-4053	276	15	location	location	NOUN
fis-4053	276	16	for	for	ADP
fis-4053	276	17	the	the	DET
fis-4053	276	18	tcc	tcc	PROPN
fis-4053	276	19	beam	beam	NOUN
fis-4053	276	20	to	to	PART
fis-4053	276	21	ensure	ensure	VERB
fis-4053	276	22	high	high	ADJ
fis-4053	276	23	bending	bend	VERB
fis-4053	276	24	stiffness	stiffness	NOUN
fis-4053	276	25	.	.	PUNCT
fis-4053	277	1	moving	move	VERB
fis-4053	277	2	the	the	DET
fis-4053	277	3	notch	notch	NOUN
fis-4053	277	4	to	to	ADP
fis-4053	277	5	this	this	DET
fis-4053	277	6	optimal	optimal	ADJ
fis-4053	277	7	location	location	NOUN
fis-4053	277	8	can	can	AUX
fis-4053	277	9	increase	increase	VERB
fis-4053	277	10	the	the	DET
fis-4053	277	11	stiffness	stiffness	NOUN
fis-4053	277	12	up	up	ADP
fis-4053	277	13	to	to	PART
fis-4053	277	14	35	35	NUM
fis-4053	277	15	%	%	NOUN
fis-4053	277	16	.	.	PUNCT
fis-4053	278	1	p3750	p3750	NOUN
fis-4053	278	2	is	be	AUX
fis-4053	278	3	the	the	DET
fis-4053	278	4	most	most	ADV
fis-4053	278	5	suitable	suitable	ADJ
fis-4053	278	6	location	location	NOUN
fis-4053	278	7	for	for	ADP
fis-4053	278	8	installing	instal	VERB
fis-4053	278	9	a	a	DET
fis-4053	278	10	notch	notch	ADJ
fis-4053	278	11	connection	connection	NOUN
fis-4053	278	12	to	to	PART
fis-4053	278	13	achieve	achieve	VERB
fis-4053	278	14	higher	high	ADJ
fis-4053	278	15	strength	strength	NOUN
fis-4053	278	16	.	.	PUNCT
fis-4053	279	1	moving	move	VERB
fis-4053	279	2	the	the	DET
fis-4053	279	3	notch	notch	NOUN
fis-4053	279	4	to	to	ADP
fis-4053	279	5	this	this	DET
fis-4053	279	6	optimal	optimal	ADJ
fis-4053	279	7	location	location	NOUN
fis-4053	279	8	can	can	AUX
fis-4053	279	9	increase	increase	VERB
fis-4053	279	10	the	the	DET
fis-4053	279	11	bending	bend	VERB
fis-4053	279	12	strength	strength	NOUN
fis-4053	279	13	by	by	ADP
fis-4053	279	14	30	30	NUM
fis-4053	279	15	%	%	NOUN
fis-4053	279	16	.	.	PUNCT
fis-4053	280	1	the	the	DET
fis-4053	280	2	length	length	NOUN
fis-4053	280	3	of	of	ADP
fis-4053	280	4	the	the	DET
fis-4053	280	5	notch	notch	NOUN
fis-4053	280	6	has	have	VERB
fis-4053	280	7	no	no	DET
fis-4053	280	8	effect	effect	NOUN
fis-4053	280	9	on	on	ADP
fis-4053	280	10	these	these	DET
fis-4053	280	11	locations	location	NOUN
fis-4053	280	12	.	.	PUNCT
fis-4053	281	1	therefore	therefore	ADV
fis-4053	281	2	,	,	PUNCT
fis-4053	281	3	in	in	ADP
fis-4053	281	4	the	the	DET
fis-4053	281	5	end	end	NOUN
fis-4053	281	6	,	,	PUNCT
fis-4053	281	7	this	this	DET
fis-4053	281	8	study	study	NOUN
fis-4053	281	9	confirms	confirm	VERB
fis-4053	281	10	that	that	SCONJ
fis-4053	281	11	the	the	DET
fis-4053	281	12	location	location	NOUN
fis-4053	281	13	of	of	ADP
fis-4053	281	14	the	the	DET
fis-4053	281	15	notch	notch	NOUN
fis-4053	281	16	must	must	AUX
fis-4053	281	17	be	be	AUX
fis-4053	281	18	well	well	ADV
fis-4053	281	19	-	-	PUNCT
fis-4053	281	20	considered	consider	VERB
fis-4053	281	21	in	in	ADP
fis-4053	281	22	any	any	DET
fis-4053	281	23	design	design	NOUN
fis-4053	281	24	.	.	PUNCT
fis-4053	282	1	the	the	DET
fis-4053	282	2	notch	notch	ADJ
fis-4053	282	3	length	length	NOUN
fis-4053	282	4	does	do	AUX
fis-4053	282	5	not	not	PART
fis-4053	282	6	affect	affect	VERB
fis-4053	282	7	these	these	DET
fis-4053	282	8	locations	location	NOUN
fis-4053	282	9	.	.	PUNCT
fis-4053	283	1	in	in	ADP
fis-4053	283	2	another	another	DET
fis-4053	283	3	words	word	NOUN
fis-4053	283	4	these	these	DET
fis-4053	283	5	optimal	optimal	ADJ
fis-4053	283	6	location	location	NOUN
fis-4053	283	7	were	be	AUX
fis-4053	283	8	found	find	VERB
fis-4053	283	9	to	to	PART
fis-4053	283	10	be	be	AUX
fis-4053	283	11	stable	stable	ADJ
fis-4053	283	12	.	.	PUNCT
fis-4053	284	1	effect	effect	NOUN
fis-4053	284	2	of	of	ADP
fis-4053	284	3	the	the	DET
fis-4053	284	4	notch	notch	ADJ
fis-4053	284	5	length	length	NOUN
fis-4053	284	6	this	this	DET
fis-4053	284	7	study	study	NOUN
fis-4053	284	8	found	find	VERB
fis-4053	284	9	that	that	SCONJ
fis-4053	284	10	the	the	DET
fis-4053	284	11	notch	notch	ADJ
fis-4053	284	12	length	length	NOUN
fis-4053	284	13	has	have	VERB
fis-4053	284	14	a	a	DET
fis-4053	284	15	significant	significant	ADJ
fis-4053	284	16	effect	effect	NOUN
fis-4053	284	17	on	on	ADP
fis-4053	284	18	the	the	DET
fis-4053	284	19	short	short	ADJ
fis-4053	284	20	-	-	PUNCT
fis-4053	284	21	term	term	NOUN
fis-4053	284	22	behaviour	behaviour	NOUN
fis-4053	284	23	of	of	ADP
fis-4053	284	24	the	the	DET
fis-4053	284	25	tcc	tcc	PROPN
fis-4053	284	26	beams	beam	NOUN
fis-4053	284	27	.	.	PUNCT
fis-4053	285	1	in	in	ADP
fis-4053	285	2	all	all	DET
fis-4053	285	3	cases	case	NOUN
fis-4053	285	4	,	,	PUNCT
fis-4053	285	5	the	the	DET
fis-4053	285	6	increase	increase	NOUN
fis-4053	285	7	in	in	ADP
fis-4053	285	8	the	the	DET
fis-4053	285	9	notch	notch	ADJ
fis-4053	285	10	length	length	NOUN
fis-4053	285	11	increases	increase	VERB
fis-4053	285	12	the	the	DET
fis-4053	285	13	initial	initial	ADJ
fis-4053	285	14	bending	bend	VERB
fis-4053	285	15	stiffness	stiffness	NOUN
fis-4053	285	16	of	of	ADP
fis-4053	285	17	the	the	DET
fis-4053	285	18	tcc	tcc	PROPN
fis-4053	285	19	beams	beam	NOUN
fis-4053	285	20	.	.	PUNCT
fis-4053	286	1	the	the	DET
fis-4053	286	2	long	long	ADJ
fis-4053	286	3	notch	notch	NOUN
fis-4053	286	4	gives	give	VERB
fis-4053	286	5	the	the	DET
fis-4053	286	6	tcc	tcc	PROPN
fis-4053	286	7	beam	beam	NOUN
fis-4053	286	8	the	the	DET
fis-4053	286	9	highest	high	ADJ
fis-4053	286	10	bending	bend	VERB
fis-4053	286	11	stiffness	stiffness	NOUN
fis-4053	286	12	and	and	CCONJ
fis-4053	286	13	strength	strength	NOUN
fis-4053	286	14	except	except	SCONJ
fis-4053	286	15	for	for	ADP
fis-4053	286	16	an	an	DET
fis-4053	286	17	extreme	extreme	ADJ
fis-4053	286	18	location	location	NOUN
fis-4053	286	19	near	near	ADP
fis-4053	286	20	the	the	DET
fis-4053	286	21	supports	support	NOUN
fis-4053	286	22	.	.	PUNCT
fis-4053	287	1	the	the	DET
fis-4053	287	2	increase	increase	NOUN
fis-4053	287	3	in	in	ADP
fis-4053	287	4	the	the	DET
fis-4053	287	5	notch	notch	ADJ
fis-4053	287	6	length	length	NOUN
fis-4053	287	7	from	from	ADP
fis-4053	287	8	50	50	NUM
fis-4053	287	9	mm	mm	NOUN
fis-4053	287	10	to	to	ADP
fis-4053	287	11	200	200	NUM
fis-4053	287	12	mm	mm	NOUN
fis-4053	287	13	can	can	AUX
fis-4053	287	14	improve	improve	VERB
fis-4053	287	15	the	the	DET
fis-4053	287	16	bending	bend	VERB
fis-4053	287	17	stiffness	stiffness	NOUN
fis-4053	287	18	by	by	ADP
fis-4053	287	19	20	20	NUM
fis-4053	287	20	%	%	NOUN
fis-4053	287	21	and	and	CCONJ
fis-4053	287	22	the	the	DET
fis-4053	287	23	load	load	NOUN
fis-4053	287	24	carrying	carry	VERB
fis-4053	287	25	capacity	capacity	NOUN
fis-4053	287	26	by	by	ADP
fis-4053	287	27	43	43	NUM
fis-4053	287	28	%	%	NOUN
fis-4053	287	29	.	.	PUNCT
fis-4053	288	1	references	reference	NOUN
fis-4053	288	2	[	[	X
fis-4053	288	3	1	1	NUM
fis-4053	288	4	]	]	X
fis-4053	288	5	yeoh	yeoh	PROPN
fis-4053	288	6	,	,	PUNCT
fis-4053	288	7	d.	d.	PROPN
fis-4053	288	8	,	,	PUNCT
fis-4053	288	9	fragiacomo	fragiacomo	NOUN
fis-4053	288	10	,	,	PUNCT
fis-4053	288	11	m.	m.	NOUN
fis-4053	288	12	(	(	PUNCT
fis-4053	288	13	2012	2012	NUM
fis-4053	288	14	)	)	PUNCT
fis-4053	288	15	.	.	PUNCT
fis-4053	289	1	the	the	DET
fis-4053	289	2	design	design	NOUN
fis-4053	289	3	of	of	ADP
fis-4053	289	4	a	a	DET
fis-4053	289	5	semi	semi	ADJ
fis-4053	289	6	-	-	ADJ
fis-4053	289	7	prefabricated	prefabricate	VERB
fis-4053	289	8	lvl	lvl	ADJ
fis-4053	289	9	-	-	PUNCT
fis-4053	289	10	concrete	concrete	ADJ
fis-4053	289	11	composite	composite	ADJ
fis-4053	289	12	floor	floor	NOUN
fis-4053	289	13	,	,	PUNCT
fis-4053	289	14	doi	doi	NOUN
fis-4053	289	15	:	:	PUNCT
fis-4053	289	16	10.1155/2012/626592	10.1155/2012/626592	NUM
fis-4053	289	17	.	.	PUNCT
fis-4053	290	1	[	[	X
fis-4053	290	2	2	2	NUM
fis-4053	290	3	]	]	PUNCT
fis-4053	290	4	cimadevila	cimadevila	PROPN
fis-4053	290	5	,	,	PUNCT
fis-4053	290	6	j.e	j.e	PROPN
fis-4053	290	7	.	.	PROPN
fis-4053	290	8	,	,	PUNCT
fis-4053	290	9	chans	chans	PROPN
fis-4053	290	10	,	,	PUNCT
fis-4053	290	11	d.o	d.o	PROPN
fis-4053	290	12	.	.	PROPN
fis-4053	290	13	,	,	PUNCT
fis-4053	290	14	gutiérrez	gutiérrez	PROPN
fis-4053	290	15	,	,	PUNCT
fis-4053	290	16	e.m	e.m	PROPN
fis-4053	290	17	.	.	PROPN
fis-4053	290	18	,	,	PUNCT
fis-4053	290	19	riestra	riestra	PROPN
fis-4053	290	20	,	,	PUNCT
fis-4053	290	21	f.s	f.s	PROPN
fis-4053	290	22	.	.	PROPN
fis-4053	290	23	(	(	PUNCT
fis-4053	290	24	2020	2020	NUM
fis-4053	290	25	)	)	PUNCT
fis-4053	290	26	.	.	PUNCT
fis-4053	291	1	testing	testing	NOUN
fis-4053	291	2	of	of	ADP
fis-4053	291	3	different	different	ADJ
fis-4053	291	4	non	non	ADJ
fis-4053	291	5	adherent	adherent	NOUN
fis-4053	291	6	tendon	tendon	NOUN
fis-4053	291	7	solutions	solution	NOUN
fis-4053	291	8	to	to	PART
fis-4053	291	9	reduce	reduce	VERB
fis-4053	291	10	short	short	ADJ
fis-4053	291	11	term	term	NOUN
fis-4053	291	12	deflection	deflection	NOUN
fis-4053	291	13	in	in	ADP
fis-4053	291	14	full	full	ADJ
fis-4053	291	15	scale	scale	NOUN
fis-4053	291	16	timber	timber	NOUN
fis-4053	291	17	concrete	concrete	ADJ
fis-4053	291	18	composite	composite	ADJ
fis-4053	291	19	t	t	NOUN
fis-4053	291	20	section	section	NOUN
fis-4053	291	21	beams	beam	NOUN
fis-4053	291	22	,	,	PUNCT
fis-4053	291	23	j.	j.	PROPN
fis-4053	291	24	build	build	PROPN
fis-4053	291	25	.	.	PUNCT
fis-4053	292	1	eng	eng	PROPN
fis-4053	292	2	.	.	PROPN
fis-4053	292	3	,	,	PUNCT
fis-4053	292	4	31	31	NUM
fis-4053	292	5	,	,	PUNCT
fis-4053	292	6	pp	pp	ADJ
fis-4053	292	7	.	.	PUNCT
fis-4053	292	8	101437	101437	NUM
fis-4053	292	9	,	,	PUNCT
fis-4053	292	10	doi	doi	NOUN
fis-4053	292	11	:	:	PUNCT
fis-4053	292	12	10.1016	10.1016	NUM
fis-4053	292	13	/	/	SYM
fis-4053	292	14	j.jobe.2020.101437	j.jobe.2020.101437	NOUN
fis-4053	292	15	.	.	PUNCT
fis-4053	293	1	[	[	X
fis-4053	293	2	3	3	NUM
fis-4053	293	3	]	]	X
fis-4053	293	4	dias	dias	PROPN
fis-4053	293	5	,	,	PUNCT
fis-4053	293	6	a.	a.	NOUN
fis-4053	293	7	,	,	PUNCT
fis-4053	293	8	schänzlin	schänzlin	PROPN
fis-4053	293	9	,	,	PUNCT
fis-4053	293	10	j.	j.	PROPN
fis-4053	293	11	,	,	PUNCT
fis-4053	293	12	dietsch	dietsch	NOUN
fis-4053	293	13	,	,	PUNCT
fis-4053	293	14	p.	p.	NOUN
fis-4053	293	15	(	(	PUNCT
fis-4053	293	16	2018	2018	NUM
fis-4053	293	17	)	)	PUNCT
fis-4053	293	18	.	.	PUNCT
fis-4053	294	1	design	design	NOUN
fis-4053	294	2	of	of	ADP
fis-4053	294	3	timber	timber	NOUN
fis-4053	294	4	-	-	PUNCT
fis-4053	294	5	concrete	concrete	ADJ
fis-4053	294	6	composite	composite	ADJ
fis-4053	294	7	structures	structure	NOUN
fis-4053	294	8	.	.	PUNCT
fis-4053	295	1	[	[	X
fis-4053	295	2	4	4	NUM
fis-4053	295	3	]	]	SYM
fis-4053	295	4	tao	tao	PROPN
fis-4053	295	5	,	,	PUNCT
fis-4053	295	6	h.	h.	PROPN
fis-4053	295	7	,	,	PUNCT
fis-4053	295	8	yang	yang	PROPN
fis-4053	295	9	,	,	PUNCT
fis-4053	295	10	h.	h.	PROPN
fis-4053	295	11	,	,	PUNCT
fis-4053	295	12	zhang	zhang	PROPN
fis-4053	295	13	,	,	PUNCT
fis-4053	295	14	j.	j.	PROPN
fis-4053	295	15	,	,	PUNCT
fis-4053	295	16	ju	ju	PROPN
fis-4053	295	17	,	,	PUNCT
fis-4053	295	18	g.	g.	PROPN
fis-4053	295	19	,	,	PUNCT
fis-4053	295	20	xu	xu	PROPN
fis-4053	295	21	,	,	PUNCT
fis-4053	295	22	j.	j.	PROPN
fis-4053	295	23	,	,	PUNCT
fis-4053	295	24	shi	shi	PROPN
fis-4053	295	25	,	,	PUNCT
fis-4053	295	26	b.	b.	PROPN
fis-4053	295	27	(	(	PUNCT
fis-4053	295	28	2022	2022	NUM
fis-4053	295	29	)	)	PUNCT
fis-4053	295	30	.	.	PUNCT
fis-4053	296	1	nonlinear	nonlinear	ADJ
fis-4053	296	2	finite	finite	PROPN
fis-4053	296	3	element	element	NOUN
fis-4053	296	4	analysis	analysis	NOUN
fis-4053	296	5	on	on	ADP
fis-4053	296	6	timber	timber	NOUN
fis-4053	296	7	-	-	PUNCT
fis-4053	296	8	concrete	concrete	ADJ
fis-4053	296	9	composite	composite	ADJ
fis-4053	296	10	beams	beam	NOUN
fis-4053	296	11	,	,	PUNCT
fis-4053	296	12	j.	j.	PROPN
fis-4053	296	13	build	build	PROPN
fis-4053	296	14	.	.	PUNCT
fis-4053	297	1	eng	eng	PROPN
fis-4053	297	2	.	.	PROPN
fis-4053	297	3	,	,	PUNCT
fis-4053	297	4	51	51	NUM
fis-4053	297	5	,	,	PUNCT
fis-4053	297	6	pp	pp	ADJ
fis-4053	297	7	.	.	PUNCT
fis-4053	298	1	104259	104259	NUM
fis-4053	298	2	,	,	PUNCT
fis-4053	298	3	doi	doi	NOUN
fis-4053	298	4	:	:	PUNCT
fis-4053	298	5	10.1016	10.1016	NUM
fis-4053	298	6	/	/	SYM
fis-4053	298	7	j.jobe.2022.104259	j.jobe.2022.104259	NOUN
fis-4053	298	8	.	.	PUNCT
fis-4053	299	1	[	[	X
fis-4053	299	2	5	5	NUM
fis-4053	299	3	]	]	X
fis-4053	299	4	lamothe	lamothe	NOUN
fis-4053	299	5	,	,	PUNCT
fis-4053	299	6	s.	s.	PROPN
fis-4053	299	7	,	,	PUNCT
fis-4053	299	8	sorelli	sorelli	PROPN
fis-4053	299	9	,	,	PUNCT
fis-4053	299	10	l.	l.	PROPN
fis-4053	299	11	,	,	PUNCT
fis-4053	299	12	blanchet	blanchet	PROPN
fis-4053	299	13	,	,	PUNCT
fis-4053	299	14	p.	p.	PROPN
fis-4053	299	15	,	,	PUNCT
fis-4053	299	16	galimard	galimard	ADJ
fis-4053	299	17	,	,	PUNCT
fis-4053	299	18	p.	p.	NOUN
fis-4053	299	19	(	(	PUNCT
fis-4053	299	20	2020	2020	NUM
fis-4053	299	21	)	)	PUNCT
fis-4053	299	22	.	.	PUNCT
fis-4053	300	1	engineering	engineering	NOUN
fis-4053	300	2	ductile	ductile	NOUN
fis-4053	300	3	notch	notch	NOUN
fis-4053	300	4	connections	connection	NOUN
fis-4053	300	5	for	for	ADP
fis-4053	300	6	composite	composite	ADJ
fis-4053	300	7	floors	floor	NOUN
fis-4053	300	8	made	make	VERB
fis-4053	300	9	of	of	ADP
fis-4053	300	10	laminated	laminated	ADJ
fis-4053	300	11	timber	timber	NOUN
fis-4053	300	12	and	and	CCONJ
fis-4053	300	13	high	high	ADJ
fis-4053	300	14	or	or	CCONJ
fis-4053	300	15	ultra	ultra	ADJ
fis-4053	300	16	-	-	ADJ
fis-4053	300	17	high	high	ADJ
fis-4053	300	18	performance	performance	NOUN
fis-4053	300	19	fiber	fiber	NOUN
fis-4053	300	20	reinforced	reinforce	VERB
fis-4053	300	21	concrete	concrete	NOUN
fis-4053	300	22	,	,	PUNCT
fis-4053	300	23	eng	eng	PROPN
fis-4053	300	24	.	.	PROPN
fis-4053	300	25	struct	struct	PROPN
fis-4053	300	26	.	.	PUNCT
fis-4053	300	27	,	,	PUNCT
fis-4053	300	28	211	211	NUM
fis-4053	300	29	,	,	PUNCT
fis-4053	300	30	pp	pp	ADJ
fis-4053	300	31	.	.	PUNCT
fis-4053	300	32	110415	110415	NUM
fis-4053	300	33	,	,	PUNCT
fis-4053	300	34	doi	doi	NOUN
fis-4053	300	35	:	:	PUNCT
fis-4053	300	36	10.1016	10.1016	NUM
fis-4053	300	37	/	/	SYM
fis-4053	300	38	j.engstruct.2020.110415	j.engstruct.2020.110415	NOUN
fis-4053	300	39	.	.	PUNCT
fis-4053	301	1	[	[	X
fis-4053	301	2	6	6	NUM
fis-4053	301	3	]	]	X
fis-4053	301	4	bao	bao	X
fis-4053	301	5	,	,	PUNCT
fis-4053	301	6	y.	y.	PROPN
fis-4053	301	7	,	,	PUNCT
fis-4053	301	8	lu	lu	PROPN
fis-4053	301	9	,	,	PUNCT
fis-4053	301	10	w.	w.	PROPN
fis-4053	301	11	,	,	PUNCT
fis-4053	301	12	yue	yue	PROPN
fis-4053	301	13	,	,	PUNCT
fis-4053	301	14	k.	k.	PROPN
fis-4053	301	15	,	,	PUNCT
fis-4053	301	16	zhou	zhou	PROPN
fis-4053	301	17	,	,	PUNCT
fis-4053	301	18	h.	h.	PROPN
fis-4053	301	19	,	,	PUNCT
fis-4053	301	20	lu	lu	PROPN
fis-4053	301	21	,	,	PUNCT
fis-4053	301	22	b.	b.	PROPN
fis-4053	301	23	,	,	PUNCT
fis-4053	301	24	chen	chen	PROPN
fis-4053	301	25	,	,	PUNCT
fis-4053	301	26	z.	z.	PROPN
fis-4053	301	27	(	(	PUNCT
fis-4053	301	28	2022	2022	NUM
fis-4053	301	29	)	)	PUNCT
fis-4053	301	30	.	.	PUNCT
fis-4053	302	1	structural	structural	ADJ
fis-4053	302	2	performance	performance	NOUN
fis-4053	302	3	of	of	ADP
fis-4053	302	4	cross	cross	ADJ
fis-4053	302	5	-	-	ADJ
fis-4053	302	6	laminated	laminated	ADJ
fis-4053	302	7	timber	timber	NOUN
fis-4053	302	8	-	-	PUNCT
fis-4053	302	9	concrete	concrete	NOUN
fis-4053	302	10	composite	composite	ADJ
fis-4053	302	11	floors	floor	NOUN
fis-4053	302	12	with	with	ADP
fis-4053	302	13	inclined	inclined	ADJ
fis-4053	302	14	self	self	NOUN
fis-4053	302	15	-	-	PUNCT
fis-4053	302	16	tapping	tap	VERB
fis-4053	302	17	screws	screw	NOUN
fis-4053	302	18	bearing	bear	VERB
fis-4053	302	19	unidirectional	unidirectional	ADJ
fis-4053	302	20	tension	tension	NOUN
fis-4053	302	21	-	-	PUNCT
fis-4053	302	22	shear	shear	NOUN
fis-4053	302	23	loads	load	NOUN
fis-4053	302	24	,	,	PUNCT
fis-4053	302	25	j.	j.	PROPN
fis-4053	302	26	build	build	PROPN
fis-4053	302	27	.	.	PUNCT
fis-4053	303	1	eng	eng	PROPN
fis-4053	303	2	.	.	PROPN
fis-4053	303	3	,	,	PUNCT
fis-4053	303	4	55	55	NUM
fis-4053	303	5	,	,	PUNCT
fis-4053	303	6	pp	pp	ADJ
fis-4053	303	7	.	.	PUNCT
fis-4053	304	1	104653	104653	NUM
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fis-4053	306	20	)	)	PUNCT
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fis-4053	307	2	,	,	PUNCT
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fis-4053	309	4	timber	timber	NOUN
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fis-4053	309	10	:	:	PUNCT
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fis-4053	313	4	,	,	PUNCT
fis-4053	313	5	doi	doi	NOUN
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fis-4053	313	8	.	.	PUNCT
fis-4053	314	1	[	[	X
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fis-4053	314	5	,	,	PUNCT
fis-4053	314	6	y.	y.	PROPN
fis-4053	314	7	,	,	PUNCT
fis-4053	314	8	crocetti	crocetti	PROPN
fis-4053	314	9	,	,	PUNCT
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fis-4053	314	13	)	)	PUNCT
fis-4053	314	14	.	.	PUNCT
fis-4053	315	1	clt	clt	ADJ
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fis-4053	315	3	concrete	concrete	ADJ
fis-4053	315	4	composite	composite	ADJ
fis-4053	315	5	floors	floor	NOUN
fis-4053	315	6	with	with	ADP
fis-4053	315	7	notched	notch	VERB
fis-4053	315	8	shear	shear	NOUN
fis-4053	315	9	connectors	connector	NOUN
fis-4053	315	10	,	,	PUNCT
fis-4053	315	11	constr	constr	NOUN
fis-4053	315	12	.	.	PUNCT
fis-4053	316	1	build	build	VERB
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fis-4053	317	4	195	195	NUM
fis-4053	317	5	,	,	PUNCT
fis-4053	317	6	pp	pp	ADJ
fis-4053	317	7	.	.	PUNCT
fis-4053	318	1	127–139	127–139	NUM
fis-4053	318	2	,	,	PUNCT
fis-4053	318	3	doi	doi	NOUN
fis-4053	318	4	:	:	PUNCT
fis-4053	318	5	10.1016	10.1016	NUM
fis-4053	318	6	/	/	SYM
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fis-4053	319	17	,	,	PUNCT
fis-4053	319	18	a.	a.	NOUN
fis-4053	319	19	(	(	PUNCT
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fis-4053	319	21	)	)	PUNCT
fis-4053	319	22	.	.	PUNCT
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fis-4053	320	13	reinforcing	reinforcing	NOUN
fis-4053	320	14	bars	bar	NOUN
fis-4053	320	15	,	,	PUNCT
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fis-4053	321	2	,	,	PUNCT
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fis-4053	322	7	(	(	PUNCT
fis-4053	322	8	2010).behaviour	2010).behaviour	NUM
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fis-4053	324	7	.	.	PUNCT
fis-4053	325	1	[	[	X
fis-4053	325	2	12	12	NUM
fis-4053	325	3	]	]	X
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fis-4053	325	10	h.	h.	PROPN
fis-4053	325	11	,	,	PUNCT
fis-4053	325	12	mu	mu	PROPN
fis-4053	325	13	,	,	PUNCT
fis-4053	325	14	q.	q.	PROPN
fis-4053	325	15	,	,	PUNCT
fis-4053	325	16	xiang	xiang	PROPN
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fis-4053	325	18	z.	z.	PROPN
fis-4053	325	19	,	,	PUNCT
fis-4053	325	20	zhang	zhang	PROPN
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fis-4053	328	13	/	/	SYM
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fis-4053	328	15	.	.	PUNCT
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fis-4053	329	3	]	]	SYM
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fis-4053	329	18	)	)	PUNCT
fis-4053	329	19	.	.	PUNCT
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fis-4053	330	8	notched	notch	VERB
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fis-4053	330	11	mass	mass	ADJ
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fis-4053	330	13	panel	panel	NOUN
fis-4053	330	14	-	-	PUNCT
fis-4053	330	15	concrete	concrete	ADJ
fis-4053	330	16	composite	composite	ADJ
fis-4053	330	17	floors	floor	NOUN
fis-4053	330	18	,	,	PUNCT
fis-4053	330	19	constr	constr	NOUN
fis-4053	330	20	.	.	PUNCT
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fis-4053	332	7	.	.	PUNCT
fis-4053	333	1	117375	117375	NUM
fis-4053	333	2	,	,	PUNCT
fis-4053	333	3	doi	doi	NOUN
fis-4053	333	4	:	:	PUNCT
fis-4053	333	5	10.1016	10.1016	NUM
fis-4053	333	6	/	/	SYM
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fis-4053	333	8	.	.	PUNCT
fis-4053	334	1	[	[	X
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fis-4053	334	17	)	)	PUNCT
fis-4053	334	18	.	.	PUNCT
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fis-4053	335	7	composite	composite	ADJ
fis-4053	335	8	floor	floor	NOUN
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fis-4053	335	17	frattura	frattura	PROPN
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fis-4053	335	21	,	,	PUNCT
fis-4053	335	22	64	64	NUM
fis-4053	335	23	(	(	PUNCT
fis-4053	335	24	2023	2023	NUM
fis-4053	335	25	)	)	PUNCT
fis-4053	335	26	186	186	NUM
fis-4053	335	27	-	-	SYM
fis-4053	335	28	203	203	NUM
fis-4053	335	29	;	;	PUNCT
fis-4053	335	30	doi	doi	NOUN
fis-4053	335	31	:	:	PUNCT
fis-4053	335	32	10.3221	10.3221	NUM
fis-4053	335	33	/	/	SYM
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fis-4053	335	35	-	-	PUNCT
fis-4053	335	36	esis.64.12	esis.64.12	PROPN
fis-4053	335	37	203	203	NUM
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fis-4053	335	39	limit	limit	NOUN
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fis-4053	335	42	eng	eng	PROPN
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fis-4053	335	46	,	,	PUNCT
fis-4053	335	47	33(9	33(9	NUM
fis-4053	335	48	)	)	PUNCT
fis-4053	335	49	,	,	PUNCT
fis-4053	335	50	pp	pp	PROPN
fis-4053	335	51	.	.	PUNCT
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fis-4053	336	2	,	,	PUNCT
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fis-4053	336	4	:	:	PUNCT
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fis-4053	336	6	/	/	SYM
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fis-4053	337	3	]	]	X
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fis-4053	337	11	,	,	PUNCT
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fis-4053	337	13	,	,	PUNCT
fis-4053	337	14	k.	k.	PROPN
fis-4053	337	15	(	(	PUNCT
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fis-4053	337	17	)	)	PUNCT
fis-4053	337	18	.	.	PUNCT
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fis-4053	338	6	behavior	behavior	NOUN
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fis-4053	338	9	concrete	concrete	ADJ
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fis-4053	338	11	externally	externally	ADV
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fis-4053	338	14	cfrp	cfrp	NOUN
fis-4053	338	15	sheets	sheet	NOUN
fis-4053	338	16	,	,	PUNCT
fis-4053	338	17	frat	frat	NOUN
fis-4053	338	18	.	.	PUNCT
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fis-4053	339	6	15(59	15(59	PROPN
fis-4053	339	7	)	)	PUNCT
fis-4053	339	8	,	,	PUNCT
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fis-4053	340	2	,	,	PUNCT
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fis-4053	340	10	.	.	PUNCT
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fis-4053	341	2	16	16	NUM
fis-4053	341	3	]	]	PUNCT
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fis-4053	341	5	,	,	PUNCT
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fis-4053	341	7	,	,	PUNCT
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fis-4053	341	9	,	,	PUNCT
fis-4053	341	10	d.	d.	PROPN
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fis-4053	341	12	2021	2021	NUM
fis-4053	341	13	)	)	PUNCT
fis-4053	341	14	.	.	PUNCT
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fis-4053	342	3	of	of	ADP
fis-4053	342	4	i	i	PROPN
fis-4053	342	5	-	-	PUNCT
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fis-4053	342	7	shear	shear	NOUN
fis-4053	342	8	connectors	connector	NOUN
fis-4053	342	9	with	with	ADP
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fis-4053	342	12	in	in	ADP
fis-4053	342	13	pushout	pushout	NOUN
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fis-4053	342	16	frat	frat	NOUN
fis-4053	342	17	.	.	PUNCT
fis-4053	343	1	ed	ed	PROPN
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fis-4053	343	3	strutt	strutt	PROPN
fis-4053	343	4	.	.	PROPN
fis-4053	343	5	,	,	PUNCT
fis-4053	343	6	15(57	15(57	NUM
fis-4053	343	7	)	)	PUNCT
fis-4053	343	8	,	,	PUNCT
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fis-4053	343	10	.	.	PUNCT
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fis-4053	344	2	,	,	PUNCT
fis-4053	344	3	doi	doi	NOUN
fis-4053	344	4	:	:	PUNCT
fis-4053	344	5	10.3221	10.3221	NUM
fis-4053	344	6	/	/	SYM
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fis-4053	344	10	.	.	PUNCT
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fis-4053	345	3	]	]	X
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fis-4053	345	8	,	,	PUNCT
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fis-4053	345	10	,	,	PUNCT
fis-4053	345	11	l.f.c	l.f.c	PROPN
fis-4053	345	12	.	.	PUNCT
fis-4053	345	13	(	(	PUNCT
fis-4053	345	14	2011	2011	NUM
fis-4053	345	15	)	)	PUNCT
fis-4053	345	16	.	.	PUNCT
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fis-4053	346	4	ductile	ductile	NOUN
fis-4053	346	5	connectors	connector	NOUN
fis-4053	346	6	on	on	ADP
fis-4053	346	7	the	the	DET
fis-4053	346	8	behaviour	behaviour	NOUN
fis-4053	346	9	of	of	ADP
fis-4053	346	10	timber	timber	NOUN
fis-4053	346	11	-	-	PUNCT
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fis-4053	346	13	composite	composite	ADJ
fis-4053	346	14	beams	beam	NOUN
fis-4053	346	15	,	,	PUNCT
fis-4053	346	16	eng	eng	PROPN
fis-4053	346	17	.	.	PROPN
fis-4053	346	18	struct	struct	PROPN
fis-4053	346	19	.	.	PUNCT
fis-4053	346	20	,	,	PUNCT
fis-4053	346	21	33(11	33(11	NUM
fis-4053	346	22	)	)	PUNCT
fis-4053	346	23	,	,	PUNCT
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fis-4053	346	25	.	.	PUNCT
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fis-4053	347	2	,	,	PUNCT
fis-4053	347	3	doi	doi	NOUN
fis-4053	347	4	:	:	PUNCT
fis-4053	347	5	10.1016	10.1016	NUM
fis-4053	347	6	/	/	SYM
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fis-4053	347	8	.	.	PUNCT
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fis-4053	348	3	]	]	X
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fis-4053	348	5	,	,	PUNCT
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fis-4053	348	7	(	(	PUNCT
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fis-4053	348	9	)	)	PUNCT
fis-4053	348	10	.	.	PUNCT
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fis-4053	349	6	-	-	PUNCT
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fis-4053	349	8	composite	composite	ADJ
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fis-4053	349	10	sytem	sytem	NOUN
fis-4053	349	11	,	,	PUNCT
fis-4053	349	12	pp	pp	X
fis-4053	349	13	.	.	PUNCT
fis-4053	349	14	189	189	NUM
fis-4053	349	15	.	.	PUNCT
fis-4053	350	1	[	[	X
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fis-4053	350	3	]	]	X
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fis-4053	350	5	,	,	PUNCT
fis-4053	350	6	g.	g.	PROPN
fis-4053	350	7	,	,	PUNCT
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fis-4053	350	9	,	,	PUNCT
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fis-4053	350	11	(	(	PUNCT
fis-4053	350	12	2017	2017	NUM
fis-4053	350	13	)	)	PUNCT
fis-4053	350	14	.	.	PUNCT
fis-4053	351	1	stress	stress	NOUN
fis-4053	351	2	-	-	PUNCT
fis-4053	351	3	strain	strain	NOUN
fis-4053	351	4	constitutive	constitutive	ADJ
fis-4053	351	5	relation	relation	NOUN
fis-4053	351	6	of	of	ADP
fis-4053	351	7	osb	osb	PROPN
fis-4053	351	8	under	under	ADP
fis-4053	351	9	axial	axial	ADJ
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fis-4053	351	11	:	:	PUNCT
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fis-4053	351	17	)	)	PUNCT
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fis-4053	353	2	.	.	PUNCT
fis-4053	354	1	[	[	X
fis-4053	354	2	20	20	NUM
fis-4053	354	3	]	]	SYM
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fis-4053	354	5	,	,	PUNCT
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fis-4053	354	22	,	,	PUNCT
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fis-4053	354	26	,	,	PUNCT
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fis-4053	354	28	,	,	PUNCT
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fis-4053	355	1	(	(	PUNCT
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fis-4053	355	3	)	)	PUNCT
fis-4053	355	4	.	.	PUNCT
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fis-4053	356	8	-	-	PUNCT
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fis-4053	356	22	-	-	PUNCT
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fis-4053	356	25	,	,	PUNCT
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fis-4053	357	5	,	,	PUNCT
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fis-4053	358	2	,	,	PUNCT
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fis-4053	358	8	.	.	PUNCT
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fis-4053	359	3	]	]	X
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fis-4053	359	5	-	-	PUNCT
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fis-4053	359	7	,	,	PUNCT
fis-4053	359	8	j.	j.	PROPN
fis-4053	359	9	,	,	PUNCT
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fis-4053	359	11	-	-	PUNCT
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fis-4053	359	13	,	,	PUNCT
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fis-4053	359	36	)	)	PUNCT
fis-4053	359	37	.	.	PUNCT
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fis-4053	361	5	.	.	PUNCT
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fis-4053	361	7	,	,	PUNCT
fis-4053	361	8	doi	doi	NOUN
fis-4053	361	9	:	:	PUNCT
fis-4053	361	10	10.1016	10.1016	NUM
fis-4053	361	11	/	/	SYM
fis-4053	361	12	j.jobe.2022.104078	j.jobe.2022.104078	PROPN
fis-4053	361	13	.	.	PUNCT
fis-4053	362	1	<	<	X
fis-4053	362	2	<	<	X
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fis-4053	362	6	false	false	ADJ
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fis-4053	363	5	20	20	NUM
fis-4053	363	6	%	%	NOUN
fis-4053	363	7	)	)	PUNCT
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fis-4053	364	1	(	(	PUNCT
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fis-4053	364	5	2.1	2.1	NUM
fis-4053	364	6	)	)	PUNCT
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fis-4053	365	1	(	(	PUNCT
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fis-4053	365	3	.	.	PROPN
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fis-4053	365	5	coated	coat	VERB
fis-4053	365	6	\050swop\051	\050swop\051	ADJ
fis-4053	365	7	v2	v2	NOUN
fis-4053	365	8	)	)	PUNCT
fis-4053	365	9	/srgbprofile	/srgbprofile	PUNCT
fis-4053	365	10	(	(	PUNCT
fis-4053	365	11	srgb	srgb	PROPN
fis-4053	365	12	iec61966	iec61966	NOUN
fis-4053	365	13	-	-	PUNCT
fis-4053	365	14	2.1	2.1	NUM
fis-4053	365	15	)	)	PUNCT
fis-4053	365	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-4053	366	1	/error	/error	INTJ
fis-4053	366	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-4053	367	1	1.4	1.4	NUM
fis-4053	367	2	/compressobjects	/compressobject	NOUN
fis-4053	367	3	/tags	/tag	VERB
fis-4053	367	4	/compresspages	/compresspage	NOUN
fis-4053	367	5	true	true	ADJ
fis-4053	367	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-4053	367	7	true	true	ADJ
fis-4053	367	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-4053	367	9	true	true	ADJ
fis-4053	367	10	/createjobticket	/createjobticket	NOUN
fis-4053	367	11	false	false	ADJ
fis-4053	367	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-4053	367	13	/default	/default	PUNCT
fis-4053	367	14	/detectblends	/detectblend	NOUN
fis-4053	367	15	true	true	ADJ
fis-4053	367	16	/detectcurves	/detectcurve	VERB
fis-4053	368	1	0.0000	0.0000	NUM
fis-4053	368	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-4053	368	3	/cmyk	/cmyk	PUNCT
fis-4053	369	1	/dothumbnails	/dothumbnail	VERB
fis-4053	370	1	false	false	ADJ
fis-4053	370	2	/embedallfonts	/embedallfont	NOUN
fis-4053	370	3	true	true	ADJ
fis-4053	370	4	/embedopentype	/embedopentype	PUNCT
fis-4053	370	5	false	false	ADJ
fis-4053	370	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-4053	370	7	true	true	ADJ
fis-4053	370	8	/embedjoboptions	/embedjoboption	NOUN
fis-4053	370	9	true	true	ADJ
fis-4053	370	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-4053	370	11	0	0	NUM
fis-4053	370	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-4053	370	13	false	false	ADJ
fis-4053	370	14	/endpage	/endpage	NOUN
fis-4053	370	15	-1	-1	NOUN
fis-4053	370	16	/imagememory	/imagememory	NUM
fis-4053	370	17	1048576	1048576	NUM
fis-4053	370	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-4053	370	19	false	false	ADJ
fis-4053	370	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-4053	370	21	100	100	NUM
fis-4053	370	22	/optimize	/optimize	NOUN
fis-4053	370	23	true	true	ADJ
fis-4053	370	24	/opm	/opm	NOUN
fis-4053	370	25	1	1	NUM
fis-4053	370	26	/parsedsccomments	/parsedsccomment	NOUN
fis-4053	370	27	true	true	ADJ
fis-4053	370	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-4053	370	29	true	true	ADJ
fis-4053	370	30	/preservecopypage	/preservecopypage	NOUN
fis-4053	370	31	true	true	ADJ
fis-4053	370	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-4053	370	33	true	true	ADJ
fis-4053	370	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-4053	370	35	true	true	ADJ
fis-4053	370	36	/preserveflatness	/preserveflatness	NOUN
fis-4053	370	37	true	true	ADJ
fis-4053	370	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-4053	370	39	false	false	ADJ
fis-4053	370	40	/preserveopicomments	/preserveopicomment	NOUN
fis-4053	370	41	true	true	ADJ
fis-4053	370	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-4053	370	43	true	true	ADJ
fis-4053	370	44	/startpage	/startpage	NOUN
fis-4053	370	45	1	1	NUM
fis-4053	370	46	/subsetfonts	/subsetfont	NOUN
fis-4053	370	47	true	true	ADJ
fis-4053	370	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-4053	370	49	/apply	/apply	PUNCT
fis-4053	370	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-4053	371	1	/preserve	/preserve	NOUN
fis-4053	371	2	/useprologue	/useprologue	NOUN
fis-4053	371	3	false	false	ADJ
fis-4053	371	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-4053	371	5	(	(	PUNCT
fis-4053	371	6	)	)	PUNCT
fis-4053	371	7	/alwaysembed	/alwaysembe	VERB
fis-4053	371	8	[	[	PUNCT
fis-4053	371	9	true	true	ADJ
fis-4053	371	10	]	]	PUNCT
fis-4053	371	11	/neverembed	/neverembed	PUNCT
fis-4053	372	1	[	[	PUNCT
fis-4053	372	2	true	true	ADJ
fis-4053	372	3	]	]	PUNCT
fis-4053	372	4	/antialiascolorimages	/antialiascolorimages	X
fis-4053	372	5	false	false	ADJ
fis-4053	372	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-4053	372	7	true	true	ADJ
fis-4053	372	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-4053	372	9	300	300	NUM
fis-4053	372	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-4053	372	11	/ok	/ok	ADJ
fis-4053	373	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-4053	374	1	true	true	ADJ
fis-4053	374	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-4053	374	3	/bicubic	/bicubic	NOUN
fis-4053	374	4	/colorimageresolution	/colorimageresolution	NOUN
fis-4053	375	1	300	300	NUM
fis-4053	375	2	/colorimagedepth	/colorimagedepth	PRON
fis-4053	375	3	-1	-1	INTJ
fis-4053	375	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-4053	375	5	1	1	NUM
fis-4053	375	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-4053	375	7	1.50000	1.50000	NUM
fis-4053	375	8	/encodecolorimages	/encodecolorimage	NOUN
fis-4053	375	9	true	true	ADJ
fis-4053	375	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-4053	375	11	/dctencode	/dctencode	PUNCT
fis-4053	376	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-4053	376	2	true	true	ADJ
fis-4053	376	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-4053	376	4	/jpeg	/jpeg	PUNCT
fis-4053	376	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-4053	377	1	<	<	X
fis-4053	377	2	<	<	X
fis-4053	377	3	/qfactor	/qfactor	NOUN
fis-4053	377	4	0.15	0.15	NUM
fis-4053	377	5	/hsamples	/hsample	NOUN
fis-4053	378	1	[	[	X
fis-4053	378	2	1	1	NUM
fis-4053	378	3	1	1	NUM
fis-4053	378	4	1	1	NUM
fis-4053	378	5	1	1	NUM
fis-4053	378	6	]	]	PUNCT
fis-4053	378	7	/vsamples	/vsample	NOUN
fis-4053	379	1	[	[	X
fis-4053	379	2	1	1	NUM
fis-4053	379	3	1	1	NUM
fis-4053	379	4	1	1	NUM
fis-4053	379	5	1	1	NUM
fis-4053	379	6	]	]	PUNCT
fis-4053	379	7	>	>	PUNCT
fis-4053	379	8	>	>	X
fis-4053	379	9	/colorimagedict	/colorimagedict	PUNCT
fis-4053	380	1	<	<	X
fis-4053	380	2	<	<	X
fis-4053	380	3	/qfactor	/qfactor	NOUN
fis-4053	380	4	0.15	0.15	NUM
fis-4053	380	5	/hsamples	/hsample	NOUN
fis-4053	381	1	[	[	X
fis-4053	381	2	1	1	NUM
fis-4053	381	3	1	1	NUM
fis-4053	381	4	1	1	NUM
fis-4053	381	5	1	1	NUM
fis-4053	381	6	]	]	PUNCT
fis-4053	381	7	/vsamples	/vsample	NOUN
fis-4053	382	1	[	[	X
fis-4053	382	2	1	1	NUM
fis-4053	382	3	1	1	NUM
fis-4053	382	4	1	1	NUM
fis-4053	382	5	1	1	NUM
fis-4053	382	6	]	]	PUNCT
fis-4053	382	7	>	>	PUNCT
fis-4053	382	8	>	>	X
fis-4053	382	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
fis-4053	383	1	<	<	X
fis-4053	383	2	<	<	X
fis-4053	383	3	/tilewidth	/tilewidth	PUNCT
fis-4053	383	4	256	256	NUM
fis-4053	383	5	/tileheight	/tileheight	NUM
fis-4053	383	6	256	256	NUM
fis-4053	383	7	/quality	/quality	NOUN
fis-4053	383	8	30	30	NUM
fis-4053	383	9	>	>	PUNCT
fis-4053	383	10	>	>	X
fis-4053	383	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-4053	383	12	<	<	X
fis-4053	383	13	<	<	X
fis-4053	383	14	/tilewidth	/tilewidth	PUNCT
fis-4053	383	15	256	256	NUM
fis-4053	383	16	/tileheight	/tileheight	NUM
fis-4053	383	17	256	256	NUM
fis-4053	383	18	/quality	/quality	NOUN
fis-4053	383	19	30	30	NUM
fis-4053	383	20	>	>	PUNCT
fis-4053	383	21	>	>	X
fis-4053	383	22	/antialiasgrayimages	/antialiasgrayimages	X
fis-4053	383	23	false	false	ADJ
fis-4053	383	24	/cropgrayimages	/cropgrayimage	NOUN
fis-4053	383	25	true	true	ADJ
fis-4053	383	26	/grayimageminresolution	/grayimageminresolution	ADV
fis-4053	383	27	300	300	NUM
fis-4053	383	28	/grayimageminresolutionpolicy	/grayimageminresolutionpolicy	NOUN
fis-4053	383	29	/ok	/ok	ADJ
fis-4053	383	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
fis-4053	384	1	true	true	ADJ
fis-4053	384	2	/grayimagedownsampletype	/grayimagedownsampletype	INTJ
fis-4053	384	3	/bicubic	/bicubic	NOUN
fis-4053	384	4	/grayimageresolution	/grayimageresolution	NOUN
fis-4053	384	5	300	300	NUM
fis-4053	384	6	/grayimagedepth	/grayimagedepth	PUNCT
fis-4053	384	7	-1	-1	PUNCT
fis-4053	384	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-4053	385	1	2	2	NUM
fis-4053	385	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
fis-4053	385	3	1.50000	1.50000	NUM
fis-4053	385	4	/encodegrayimages	/encodegrayimage	NOUN
fis-4053	385	5	true	true	ADJ
fis-4053	385	6	/grayimagefilter	/grayimagefilter	NOUN
fis-4053	385	7	/dctencode	/dctencode	PUNCT
fis-4053	386	1	/autofiltergrayimages	/autofiltergrayimages	VERB
fis-4053	386	2	true	true	ADJ
fis-4053	386	3	/grayimageautofilterstrategy	/grayimageautofilterstrategy	INTJ
fis-4053	386	4	/jpeg	/jpeg	PUNCT
fis-4053	386	5	/grayacsimagedict	/grayacsimagedict	PUNCT
fis-4053	387	1	<	<	X
fis-4053	387	2	<	<	X
fis-4053	387	3	/qfactor	/qfactor	NOUN
fis-4053	387	4	0.15	0.15	NUM
fis-4053	387	5	/hsamples	/hsample	NOUN
fis-4053	388	1	[	[	X
fis-4053	388	2	1	1	NUM
fis-4053	388	3	1	1	NUM
fis-4053	388	4	1	1	NUM
fis-4053	388	5	1	1	NUM
fis-4053	388	6	]	]	PUNCT
fis-4053	388	7	/vsamples	/vsample	NOUN
fis-4053	389	1	[	[	X
fis-4053	389	2	1	1	NUM
fis-4053	389	3	1	1	NUM
fis-4053	389	4	1	1	NUM
fis-4053	389	5	1	1	NUM
fis-4053	389	6	]	]	PUNCT
fis-4053	389	7	>	>	PUNCT
fis-4053	389	8	>	>	X
fis-4053	389	9	/grayimagedict	/grayimagedict	PUNCT
fis-4053	390	1	<	<	X
fis-4053	390	2	<	<	X
fis-4053	390	3	/qfactor	/qfactor	NOUN
fis-4053	390	4	0.15	0.15	NUM
fis-4053	390	5	/hsamples	/hsample	NOUN
fis-4053	391	1	[	[	X
fis-4053	391	2	1	1	NUM
fis-4053	391	3	1	1	NUM
fis-4053	391	4	1	1	NUM
fis-4053	391	5	1	1	NUM
fis-4053	391	6	]	]	PUNCT
fis-4053	391	7	/vsamples	/vsample	NOUN
fis-4053	392	1	[	[	X
fis-4053	392	2	1	1	NUM
fis-4053	392	3	1	1	NUM
fis-4053	392	4	1	1	NUM
fis-4053	392	5	1	1	NUM
fis-4053	392	6	]	]	PUNCT
fis-4053	392	7	>	>	X
fis-4053	392	8	>	>	X
fis-4053	392	9	/jpeg2000grayacsimagedict	/jpeg2000grayacsimagedict	PUNCT
fis-4053	393	1	<	<	X
fis-4053	393	2	<	<	X
fis-4053	393	3	/tilewidth	/tilewidth	PUNCT
fis-4053	393	4	256	256	NUM
fis-4053	393	5	/tileheight	/tileheight	NUM
fis-4053	393	6	256	256	NUM
fis-4053	393	7	/quality	/quality	NOUN
fis-4053	393	8	30	30	NUM
fis-4053	393	9	>	>	PUNCT
fis-4053	393	10	>	>	X
fis-4053	393	11	/jpeg2000grayimagedict	/jpeg2000grayimagedict	PUNCT
fis-4053	393	12	<	<	X
fis-4053	393	13	<	<	X
fis-4053	393	14	/tilewidth	/tilewidth	PUNCT
fis-4053	393	15	256	256	NUM
fis-4053	393	16	/tileheight	/tileheight	NUM
fis-4053	393	17	256	256	NUM
fis-4053	393	18	/quality	/quality	NOUN
fis-4053	393	19	30	30	NUM
fis-4053	393	20	>	>	PUNCT
fis-4053	393	21	>	>	X
fis-4053	393	22	/antialiasmonoimages	/antialiasmonoimage	NOUN
fis-4053	393	23	false	false	ADJ
fis-4053	393	24	/cropmonoimages	/cropmonoimage	NOUN
fis-4053	393	25	true	true	ADJ
fis-4053	393	26	/monoimageminresolution	/monoimageminresolution	NUM
fis-4053	393	27	1200	1200	NUM
fis-4053	393	28	/monoimageminresolutionpolicy	/monoimageminresolutionpolicy	PUNCT
fis-4053	394	1	/ok	/ok	PROPN
fis-4053	394	2	/downsamplemonoimages	/downsamplemonoimage	VERB
fis-4053	395	1	true	true	ADJ
fis-4053	395	2	/monoimagedownsampletype	/monoimagedownsampletype	PUNCT
fis-4053	395	3	/bicubic	/bicubic	NOUN
fis-4053	395	4	/monoimageresolution	/monoimageresolution	NOUN
fis-4053	395	5	1200	1200	NUM
fis-4053	395	6	/monoimagedepth	/monoimagedepth	PRON
fis-4053	395	7	-1	-1	PUNCT
fis-4053	396	1	/monoimagedownsamplethreshold	/monoimagedownsamplethreshold	PUNCT
fis-4053	396	2	1.50000	1.50000	NUM
fis-4053	396	3	/encodemonoimages	/encodemonoimage	NOUN
fis-4053	396	4	true	true	ADJ
fis-4053	396	5	/monoimagefilter	/monoimagefilter	ADP
fis-4053	396	6	/ccittfaxencode	/ccittfaxencode	INTJ
fis-4053	396	7	/monoimagedict	/monoimagedict	PUNCT
fis-4053	397	1	<	<	X
fis-4053	397	2	<	<	X
fis-4053	397	3	/k	/k	PUNCT
fis-4053	397	4	-1	-1	INTJ
fis-4053	397	5	>	>	PUNCT
fis-4053	397	6	>	>	X
fis-4053	397	7	/allowpsxobjects	/allowpsxobjects	PROPN
fis-4053	397	8	false	false	ADJ
fis-4053	397	9	/checkcompliance	/checkcompliance	NOUN
fis-4053	397	10	[	[	PUNCT
fis-4053	397	11	/none	/none	X
fis-4053	397	12	]	]	PUNCT
fis-4053	397	13	/pdfx1acheck	/pdfx1acheck	PUNCT
fis-4053	397	14	false	false	ADJ
fis-4053	397	15	/pdfx3check	/pdfx3check	PUNCT
fis-4053	397	16	false	false	ADJ
fis-4053	397	17	/pdfxcompliantpdfonly	/pdfxcompliantpdfonly	ADV
fis-4053	397	18	false	false	ADJ
fis-4053	397	19	/pdfxnotrimboxerror	/pdfxnotrimboxerror	NOUN
fis-4053	397	20	true	true	ADJ
fis-4053	397	21	/pdfxtrimboxtomediaboxoffset	/pdfxtrimboxtomediaboxoffset	NOUN
fis-4053	397	22	[	[	PUNCT
fis-4053	397	23	0.00000	0.00000	NUM
fis-4053	397	24	0.00000	0.00000	NUM
fis-4053	397	25	0.00000	0.00000	NUM
fis-4053	397	26	0.00000	0.00000	NUM
fis-4053	397	27	]	]	PUNCT
fis-4053	397	28	/pdfxsetbleedboxtomediabox	/pdfxsetbleedboxtomediabox	PUNCT
fis-4053	398	1	true	true	ADJ
fis-4053	398	2	/pdfxbleedboxtotrimboxoffset	/pdfxbleedboxtotrimboxoffset	PUNCT
fis-4053	398	3	[	[	PUNCT
fis-4053	398	4	0.00000	0.00000	NUM
fis-4053	398	5	0.00000	0.00000	NUM
fis-4053	398	6	0.00000	0.00000	NUM
fis-4053	398	7	0.00000	0.00000	NUM
fis-4053	398	8	]	]	PUNCT
fis-4053	398	9	/pdfxoutputintentprofile	/pdfxoutputintentprofile	PUNCT
fis-4053	399	1	(	(	PUNCT
fis-4053	399	2	)	)	PUNCT
fis-4053	399	3	/pdfxoutputconditionidentifier	/pdfxoutputconditionidentifi	ADJ
fis-4053	399	4	(	(	PUNCT
fis-4053	399	5	)	)	PUNCT
fis-4053	399	6	/pdfxoutputcondition	/pdfxoutputcondition	PRON
fis-4053	399	7	(	(	PUNCT
fis-4053	399	8	)	)	PUNCT
fis-4053	399	9	/pdfxregistryname	/pdfxregistryname	PUNCT
fis-4053	399	10	(	(	PUNCT
fis-4053	399	11	)	)	PUNCT
fis-4053	399	12	/pdfxtrapped	/pdfxtrapped	PUNCT
fis-4053	399	13	/false	/false	INTJ
fis-4053	400	1	/createjdffile	/createjdffile	INTJ
fis-4053	400	2	false	false	ADJ
fis-4053	400	3	/description	/description	NOUN
fis-4053	401	1	<	<	X
fis-4053	401	2	<	<	X
fis-4053	401	3	/ara	/ara	PUNCT
fis-4053	401	4	<	<	X
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fis-4053	409	11	>	>	X
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fis-4053	419	3	>	>	X
fis-4053	419	4	/nld	/nld	PUNCT
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fis-4053	420	2	gebruik	gebruik	NOUN
fis-4053	420	3	deze	deze	PROPN
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fis-4053	423	3	>	>	X
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fis-4053	424	3	>	>	X
fis-4053	424	4	/ptb	/ptb	PROPN
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fis-4053	424	11	>	>	X
fis-4053	424	12	/rus	/rus	PUNCT
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fis-4053	424	16	/sky	/sky	PUNCT
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fis-4053	425	7	>	>	X
fis-4053	425	8	/suo	/suo	PROPN
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fis-4053	426	3	>	>	X
fis-4053	426	4	/sve	/sve	PROPN
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fis-4053	426	7	>	>	X
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fis-4053	426	15	>	>	X
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fis-4053	426	19	these	these	DET
fis-4053	426	20	settings	setting	NOUN
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fis-4053	426	22	create	create	VERB
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fis-4053	426	24	pdf	pdf	PROPN
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fis-4053	426	32	prepress	prepress	NOUN
fis-4053	426	33	printing	printing	NOUN
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fis-4053	427	4	can	can	AUX
fis-4053	427	5	be	be	AUX
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fis-4053	427	8	acrobat	acrobat	PROPN
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fis-4053	427	10	adobe	adobe	PROPN
fis-4053	427	11	reader	reader	PROPN
fis-4053	427	12	5.0	5.0	NUM
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fis-4053	427	14	later	later	ADV
fis-4053	427	15	.	.	PUNCT
fis-4053	427	16	)	)	PUNCT
fis-4053	428	1	>	>	PUNCT
fis-4053	428	2	>	>	X
fis-4053	428	3	/namespace	/namespace	PUNCT
fis-4053	429	1	[	[	PUNCT
fis-4053	429	2	(	(	PUNCT
fis-4053	429	3	adobe	adobe	PROPN
fis-4053	429	4	)	)	PUNCT
fis-4053	429	5	(	(	PUNCT
fis-4053	429	6	common	common	ADJ
fis-4053	429	7	)	)	PUNCT
fis-4053	429	8	(	(	PUNCT
fis-4053	429	9	1.0	1.0	NUM
fis-4053	429	10	)	)	PUNCT
fis-4053	429	11	]	]	PUNCT
fis-4053	430	1	/othernamespaces	/othernamespace	VERB
fis-4053	430	2	[	[	PUNCT
fis-4053	430	3	<	<	X
fis-4053	430	4	<	<	X
fis-4053	430	5	/asreaderspreads	/asreaderspreads	X
fis-4053	430	6	false	false	ADJ
fis-4053	430	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-4053	430	8	true	true	ADJ
fis-4053	430	9	/errorcontrol	/errorcontrol	NOUN
fis-4053	431	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-4053	431	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-4053	431	3	false	false	ADJ
fis-4053	431	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-4053	431	5	false	false	ADJ
fis-4053	431	6	/includenonprinting	/includenonprinting	NOUN
fis-4053	431	7	false	false	ADJ
fis-4053	431	8	/includeslug	/includeslug	INTJ
fis-4053	431	9	false	false	ADJ
fis-4053	431	10	/namespace	/namespace	NOUN
fis-4053	432	1	[	[	PUNCT
fis-4053	432	2	(	(	PUNCT
fis-4053	432	3	adobe	adobe	PROPN
fis-4053	432	4	)	)	PUNCT
fis-4053	432	5	(	(	PUNCT
fis-4053	432	6	indesign	indesign	NOUN
fis-4053	432	7	)	)	PUNCT
fis-4053	432	8	(	(	PUNCT
fis-4053	432	9	4.0	4.0	NUM
fis-4053	432	10	)	)	PUNCT
fis-4053	432	11	]	]	PUNCT
fis-4053	432	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-4053	433	1	false	false	ADJ
fis-4053	433	2	/omitplacedeps	/omitplacedeps	INTJ
fis-4053	433	3	false	false	ADJ
fis-4053	433	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-4053	433	5	false	false	ADJ
fis-4053	433	6	/simulateoverprint	/simulateoverprint	NOUN
fis-4053	433	7	/legacy	/legacy	PUNCT
fis-4053	434	1	>	>	PUNCT
fis-4053	434	2	>	>	X
fis-4053	435	1	<	<	X
fis-4053	435	2	<	<	X
fis-4053	435	3	/addbleedmarks	/addbleedmarks	X
fis-4053	435	4	false	false	ADJ
fis-4053	435	5	/addcolorbars	/addcolorbars	INTJ
fis-4053	435	6	false	false	ADJ
fis-4053	435	7	/addcropmarks	/addcropmarks	PUNCT
fis-4053	435	8	false	false	ADJ
fis-4053	435	9	/addpageinfo	/addpageinfo	INTJ
fis-4053	435	10	false	false	ADJ
fis-4053	435	11	/addregmarks	/addregmark	NOUN
fis-4053	435	12	false	false	ADJ
fis-4053	435	13	/convertcolors	/convertcolor	NOUN
fis-4053	435	14	/converttocmyk	/converttocmyk	INTJ
fis-4053	435	15	/destinationprofilename	/destinationprofilename	PUNCT
fis-4053	435	16	(	(	PUNCT
fis-4053	435	17	)	)	PUNCT
fis-4053	435	18	/destinationprofileselector	/destinationprofileselector	NOUN
fis-4053	435	19	/documentcmyk	/documentcmyk	PUNCT
fis-4053	435	20	/downsample16bitimages	/downsample16bitimage	NOUN
fis-4053	435	21	true	true	ADJ
fis-4053	435	22	/flattenerpreset	/flattenerpreset	PUNCT
fis-4053	436	1	<	<	X
fis-4053	436	2	<	<	X
fis-4053	436	3	/presetselector	/presetselector	X
fis-4053	436	4	/mediumresolution	/mediumresolution	NOUN
fis-4053	436	5	>	>	PUNCT
fis-4053	436	6	>	>	X
fis-4053	436	7	/formelements	/formelement	NOUN
fis-4053	437	1	false	false	ADJ
fis-4053	437	2	/generatestructure	/generatestructure	PUNCT
fis-4053	437	3	false	false	ADJ
fis-4053	437	4	/includebookmarks	/includebookmark	NOUN
fis-4053	437	5	false	false	ADJ
fis-4053	437	6	/includehyperlinks	/includehyperlinks	INTJ
fis-4053	437	7	false	false	ADJ
fis-4053	437	8	/includeinteractive	/includeinteractive	ADJ
fis-4053	437	9	false	false	ADJ
fis-4053	437	10	/includelayers	/includelayer	NOUN
fis-4053	437	11	false	false	ADJ
fis-4053	437	12	/includeprofiles	/includeprofiles	INTJ
fis-4053	437	13	false	false	ADJ
fis-4053	437	14	/multimediahandling	/multimediahandling	NOUN
fis-4053	438	1	/useobjectsettings	/useobjectsettings	PRON
fis-4053	439	1	/namespace	/namespace	PUNCT
fis-4053	440	1	[	[	PUNCT
fis-4053	440	2	(	(	PUNCT
fis-4053	440	3	adobe	adobe	PROPN
fis-4053	440	4	)	)	PUNCT
fis-4053	440	5	(	(	PUNCT
fis-4053	440	6	creativesuite	creativesuite	NOUN
fis-4053	440	7	)	)	PUNCT
fis-4053	440	8	(	(	PUNCT
fis-4053	440	9	2.0	2.0	NUM
fis-4053	440	10	)	)	PUNCT
fis-4053	440	11	]	]	PUNCT
fis-4053	441	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-4053	441	2	/documentcmyk	/documentcmyk	PUNCT
fis-4053	442	1	/preserveediting	/preserveedite	VERB
fis-4053	442	2	true	true	ADJ
fis-4053	442	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-4053	442	4	/leaveuntagged	/leaveuntagge	VERB
fis-4053	442	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-4053	442	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-4053	442	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-4053	443	1	false	false	ADJ
fis-4053	443	2	>	>	PUNCT
fis-4053	443	3	>	>	X
fis-4053	443	4	]	]	PUNCT
fis-4053	443	5	>	>	PUNCT
fis-4053	443	6	>	>	X
fis-4053	443	7	setdistillerparams	setdistillerparam	NOUN
fis-4053	444	1	<	<	X
fis-4053	444	2	<	<	X
fis-4053	444	3	/hwresolution	/hwresolution	NOUN
fis-4053	445	1	[	[	X
fis-4053	445	2	2400	2400	NUM
fis-4053	445	3	2400	2400	NUM
fis-4053	445	4	]	]	PUNCT
fis-4053	445	5	/pagesize	/pagesize	X
fis-4053	446	1	[	[	X
fis-4053	446	2	612.000	612.000	NUM
fis-4053	446	3	792.000	792.000	NUM
fis-4053	446	4	]	]	PUNCT
fis-4053	446	5	>	>	PUNCT
fis-4053	446	6	>	>	X
fis-4053	446	7	setpagedevice	setpagedevice	PROPN