id	sid	tid	token	lemma	pos
fis-3342	1	1	microsoft	microsoft	PROPN
fis-3342	1	2	word	word	PROPN
fis-3342	1	3	numero_61_art_21_3342.docx	numero_61_art_21_3342.docx	DET
fis-3342	1	4	m.	m.	NOUN
fis-3342	1	5	khalaf	khalaf	PROPN
fis-3342	1	6	et	et	PROPN
fis-3342	1	7	alii	alii	PROPN
fis-3342	1	8	,	,	PUNCT
fis-3342	1	9	frattura	frattura	PROPN
fis-3342	1	10	ed	ed	PROPN
fis-3342	1	11	integrità	integrità	PROPN
fis-3342	1	12	strutturale	strutturale	PROPN
fis-3342	1	13	,	,	PUNCT
fis-3342	1	14	61	61	NUM
fis-3342	1	15	(	(	PUNCT
fis-3342	1	16	2022	2022	NUM
fis-3342	1	17	)	)	PUNCT
fis-3342	1	18	308	308	NUM
fis-3342	1	19	-	-	SYM
fis-3342	1	20	326	326	NUM
fis-3342	1	21	;	;	PUNCT
fis-3342	1	22	doi	doi	NOUN
fis-3342	1	23	:	:	PUNCT
fis-3342	1	24	10.3221	10.3221	NUM
fis-3342	1	25	/	/	SYM
fis-3342	1	26	igf	igf	PROPN
fis-3342	1	27	-	-	ADJ
fis-3342	1	28	esis.61.21	esis.61.21	ADJ
fis-3342	1	29	308	308	NUM
fis-3342	1	30	experimental	experimental	ADJ
fis-3342	1	31	behavior	behavior	NOUN
fis-3342	1	32	based	base	VERB
fis-3342	1	33	on	on	ADP
fis-3342	1	34	effective	effective	ADJ
fis-3342	1	35	slab	slab	NOUN
fis-3342	1	36	width	width	NOUN
fis-3342	1	37	acting	act	VERB
fis-3342	1	38	as	as	ADP
fis-3342	1	39	a	a	DET
fis-3342	1	40	flange	flange	NOUN
fis-3342	1	41	with	with	ADP
fis-3342	1	42	supporting	support	VERB
fis-3342	1	43	steel	steel	NOUN
fis-3342	1	44	beams	beam	NOUN
fis-3342	1	45	in	in	ADP
fis-3342	1	46	composite	composite	ADJ
fis-3342	1	47	floors	floor	NOUN
fis-3342	1	48	with	with	ADP
fis-3342	1	49	openings	opening	NOUN
fis-3342	1	50	magdy	magdy	PROPN
fis-3342	1	51	khalaf	khalaf	PROPN
fis-3342	1	52	,	,	PUNCT
fis-3342	1	53	ashraf	ashraf	PROPN
fis-3342	1	54	el	el	PROPN
fis-3342	1	55	-	-	PUNCT
fis-3342	1	56	shihy	shihy	PROPN
fis-3342	1	57	structural	structural	ADJ
fis-3342	1	58	engineering	engineering	NOUN
fis-3342	1	59	dept	dept	NOUN
fis-3342	1	60	.	.	PROPN
fis-3342	1	61	,	,	PUNCT
fis-3342	1	62	faculty	faculty	NOUN
fis-3342	1	63	of	of	ADP
fis-3342	1	64	engineering	engineering	PROPN
fis-3342	1	65	,	,	PUNCT
fis-3342	1	66	zagazig	zagazig	PROPN
fis-3342	1	67	university	university	PROPN
fis-3342	1	68	,	,	PUNCT
fis-3342	1	69	zagazig	zagazig	PROPN
fis-3342	1	70	,	,	PUNCT
fis-3342	1	71	egypt	egypt	PROPN
fis-3342	1	72	.	.	PUNCT
fis-3342	2	1	drmagdykhalaf@gmail.com	drmagdykhalaf@gmail.com	INTJ
fis-3342	2	2	,	,	PUNCT
fis-3342	2	3	https://orcid.org/0000-0001-5944-4288	https://orcid.org/0000-0001-5944-4288	INTJ
fis-3342	2	4	amshihy@yahoo.com	amshihy@yahoo.com	PROPN
fis-3342	2	5	el	el	PROPN
fis-3342	2	6	-	-	PUNCT
fis-3342	2	7	sayed	sayed	PROPN
fis-3342	2	8	el	el	PROPN
fis-3342	2	9	-	-	PUNCT
fis-3342	2	10	kasaby	kasaby	PROPN
fis-3342	2	11	,	,	PUNCT
fis-3342	2	12	ahmad	ahmad	PROPN
fis-3342	2	13	youssef	youssef	PROPN
fis-3342	2	14	civil	civil	ADJ
fis-3342	2	15	engineering	engineering	NOUN
fis-3342	2	16	dept	dept	NOUN
fis-3342	2	17	.	.	PROPN
fis-3342	2	18	,	,	PUNCT
fis-3342	2	19	faculty	faculty	NOUN
fis-3342	2	20	of	of	ADP
fis-3342	2	21	engineering	engineering	NOUN
fis-3342	2	22	,	,	PUNCT
fis-3342	2	23	benha	benha	VERB
fis-3342	2	24	university	university	NOUN
fis-3342	2	25	,	,	PUNCT
fis-3342	2	26	benha	benha	NOUN
fis-3342	2	27	,	,	PUNCT
fis-3342	2	28	egypt	egypt	PROPN
fis-3342	2	29	.	.	PUNCT
fis-3342	3	1	profkasaby@gmail.com	profkasaby@gmail.com	X
fis-3342	3	2	,	,	PUNCT
fis-3342	3	3	aykmar@yahoo.com	aykmar@yahoo.com	X
fis-3342	4	1	abstract	abstract	ADJ
fis-3342	4	2	.	.	PUNCT
fis-3342	5	1	an	an	DET
fis-3342	5	2	experimental	experimental	ADJ
fis-3342	5	3	study	study	NOUN
fis-3342	5	4	with	with	ADP
fis-3342	5	5	many	many	ADJ
fis-3342	5	6	variables	variable	NOUN
fis-3342	5	7	was	be	AUX
fis-3342	5	8	carried	carry	VERB
fis-3342	5	9	out	out	ADP
fis-3342	5	10	to	to	PART
fis-3342	5	11	investigate	investigate	VERB
fis-3342	5	12	the	the	DET
fis-3342	5	13	effective	effective	ADJ
fis-3342	5	14	width	width	NOUN
fis-3342	5	15	of	of	ADP
fis-3342	5	16	simply	simply	ADV
fis-3342	5	17	supported	support	VERB
fis-3342	5	18	composite	composite	ADJ
fis-3342	5	19	beams	beam	NOUN
fis-3342	5	20	(	(	PUNCT
fis-3342	5	21	t	t	NOUN
fis-3342	5	22	and	and	CCONJ
fis-3342	5	23	l	l	PROPN
fis-3342	5	24	sec	sec	PROPN
fis-3342	5	25	.	.	PROPN
fis-3342	5	26	beams	beam	NOUN
fis-3342	5	27	)	)	PUNCT
fis-3342	5	28	with	with	ADP
fis-3342	5	29	and	and	CCONJ
fis-3342	5	30	without	without	ADP
fis-3342	5	31	slab	slab	NOUN
fis-3342	5	32	opening	opening	NOUN
fis-3342	5	33	.	.	PUNCT
fis-3342	6	1	three	three	NUM
fis-3342	6	2	full	full	ADJ
fis-3342	6	3	-	-	PUNCT
fis-3342	6	4	scale	scale	NOUN
fis-3342	6	5	composite	composite	ADJ
fis-3342	6	6	slab	slab	NOUN
fis-3342	6	7	models	model	NOUN
fis-3342	6	8	with	with	ADP
fis-3342	6	9	six	six	NUM
fis-3342	6	10	different	different	ADJ
fis-3342	6	11	carrier	carrier	NOUN
fis-3342	6	12	simply	simply	ADV
fis-3342	6	13	supported	support	VERB
fis-3342	6	14	composite	composite	ADJ
fis-3342	6	15	beams	beam	NOUN
fis-3342	6	16	(	(	PUNCT
fis-3342	6	17	three	three	NUM
fis-3342	6	18	with	with	ADP
fis-3342	6	19	t	t	PROPN
fis-3342	6	20	-	-	PUNCT
fis-3342	6	21	sec	sec	PROPN
fis-3342	6	22	.	.	PROPN
fis-3342	7	1	and	and	CCONJ
fis-3342	7	2	three	three	NUM
fis-3342	7	3	with	with	ADP
fis-3342	7	4	l	l	PROPN
fis-3342	7	5	-	-	NOUN
fis-3342	7	6	sec	sec	PROPN
fis-3342	7	7	.	.	PUNCT
fis-3342	7	8	)	)	PUNCT
fis-3342	8	1	with	with	ADP
fis-3342	8	2	constant	constant	ADJ
fis-3342	8	3	slab	slab	NOUN
fis-3342	8	4	rectangularity	rectangularity	NOUN
fis-3342	8	5	were	be	AUX
fis-3342	8	6	tested	test	VERB
fis-3342	8	7	.	.	PUNCT
fis-3342	9	1	each	each	DET
fis-3342	9	2	model	model	NOUN
fis-3342	9	3	was	be	AUX
fis-3342	9	4	loaded	load	VERB
fis-3342	9	5	by	by	ADP
fis-3342	9	6	a	a	DET
fis-3342	9	7	uniform	uniform	ADJ
fis-3342	9	8	distributed	distribute	VERB
fis-3342	9	9	load	load	NOUN
fis-3342	9	10	(	(	PUNCT
fis-3342	9	11	within	within	ADP
fis-3342	9	12	elastic	elastic	ADJ
fis-3342	9	13	behavior	behavior	NOUN
fis-3342	9	14	zone	zone	NOUN
fis-3342	9	15	)	)	PUNCT
fis-3342	9	16	then	then	ADV
fis-3342	9	17	loaded	load	VERB
fis-3342	9	18	by	by	ADP
fis-3342	9	19	means	mean	NOUN
fis-3342	9	20	of	of	ADP
fis-3342	9	21	two	two	NUM
fis-3342	9	22	-	-	PUNCT
fis-3342	9	23	concentrated	concentrate	VERB
fis-3342	9	24	loads	load	NOUN
fis-3342	9	25	system	system	NOUN
fis-3342	9	26	acting	act	VERB
fis-3342	9	27	at	at	ADP
fis-3342	9	28	equal	equal	ADJ
fis-3342	9	29	distances	distance	NOUN
fis-3342	9	30	from	from	ADP
fis-3342	9	31	supports	support	NOUN
fis-3342	9	32	till	till	SCONJ
fis-3342	9	33	failure	failure	NOUN
fis-3342	9	34	.	.	PUNCT
fis-3342	10	1	one	one	NUM
fis-3342	10	2	of	of	ADP
fis-3342	10	3	them	they	PRON
fis-3342	10	4	without	without	ADP
fis-3342	10	5	slab	slab	NOUN
fis-3342	10	6	opening	opening	NOUN
fis-3342	10	7	and	and	CCONJ
fis-3342	10	8	the	the	DET
fis-3342	10	9	others	other	NOUN
fis-3342	10	10	with	with	ADP
fis-3342	10	11	two	two	NUM
fis-3342	10	12	symmetric	symmetric	ADJ
fis-3342	10	13	slab	slab	NOUN
fis-3342	10	14	openings	opening	NOUN
fis-3342	10	15	and	and	CCONJ
fis-3342	10	16	constant	constant	ADJ
fis-3342	10	17	opening	opening	NOUN
fis-3342	10	18	position	position	NOUN
fis-3342	10	19	in	in	ADP
fis-3342	10	20	direction	direction	NOUN
fis-3342	10	21	parallel	parallel	NOUN
fis-3342	10	22	to	to	ADP
fis-3342	10	23	main	main	ADJ
fis-3342	10	24	supporting	support	VERB
fis-3342	10	25	beams	beam	NOUN
fis-3342	10	26	longitudinal	longitudinal	ADJ
fis-3342	10	27	axes	axis	NOUN
fis-3342	10	28	.	.	PUNCT
fis-3342	11	1	in	in	ADP
fis-3342	11	2	this	this	DET
fis-3342	11	3	research	research	NOUN
fis-3342	11	4	,	,	PUNCT
fis-3342	11	5	the	the	DET
fis-3342	11	6	tested	test	VERB
fis-3342	11	7	model	model	NOUN
fis-3342	11	8	features	feature	NOUN
fis-3342	11	9	,	,	PUNCT
fis-3342	11	10	materials	material	NOUN
fis-3342	11	11	properties	property	NOUN
fis-3342	11	12	and	and	CCONJ
fis-3342	11	13	measurement	measurement	NOUN
fis-3342	11	14	instrumentations	instrumentation	NOUN
fis-3342	11	15	are	be	AUX
fis-3342	11	16	described	describe	VERB
fis-3342	11	17	in	in	ADP
fis-3342	11	18	brief	brief	NOUN
fis-3342	11	19	.	.	PUNCT
fis-3342	12	1	the	the	DET
fis-3342	12	2	maximum	maximum	ADJ
fis-3342	12	3	load	load	NOUN
fis-3342	12	4	carrying	carry	VERB
fis-3342	12	5	capacity	capacity	NOUN
fis-3342	12	6	;	;	PUNCT
fis-3342	12	7	crack	crack	VERB
fis-3342	12	8	patterns	pattern	NOUN
fis-3342	12	9	,	,	PUNCT
fis-3342	12	10	deflections	deflection	NOUN
fis-3342	12	11	at	at	ADP
fis-3342	12	12	different	different	ADJ
fis-3342	12	13	positions	position	NOUN
fis-3342	12	14	and	and	CCONJ
fis-3342	12	15	generated	generate	VERB
fis-3342	12	16	strains	strain	NOUN
fis-3342	12	17	in	in	ADP
fis-3342	12	18	form	form	NOUN
fis-3342	12	19	of	of	ADP
fis-3342	12	20	estimated	estimate	VERB
fis-3342	12	21	effective	effective	ADJ
fis-3342	12	22	width	width	NOUN
fis-3342	12	23	were	be	AUX
fis-3342	12	24	experimentally	experimentally	ADV
fis-3342	12	25	investigated	investigate	VERB
fis-3342	12	26	.	.	PUNCT
fis-3342	13	1	interesting	interesting	ADJ
fis-3342	13	2	gained	gain	VERB
fis-3342	13	3	results	result	NOUN
fis-3342	13	4	were	be	AUX
fis-3342	13	5	recorded	record	VERB
fis-3342	13	6	such	such	ADJ
fis-3342	13	7	that	that	SCONJ
fis-3342	13	8	more	more	ADJ
fis-3342	13	9	than	than	ADP
fis-3342	13	10	100	100	NUM
fis-3342	13	11	%	%	NOUN
fis-3342	13	12	of	of	ADP
fis-3342	13	13	slab	slab	NOUN
fis-3342	13	14	effective	effective	ADJ
fis-3342	13	15	width	width	NOUN
fis-3342	13	16	is	be	AUX
fis-3342	13	17	preserved	preserve	VERB
fis-3342	13	18	for	for	ADP
fis-3342	13	19	interior	interior	ADJ
fis-3342	13	20	supporting	support	VERB
fis-3342	13	21	beams	beam	NOUN
fis-3342	13	22	if	if	SCONJ
fis-3342	13	23	the	the	DET
fis-3342	13	24	openings	opening	NOUN
fis-3342	13	25	are	be	AUX
fis-3342	13	26	away	away	ADV
fis-3342	13	27	enough	enough	ADV
fis-3342	13	28	from	from	ADP
fis-3342	13	29	carried	carry	VERB
fis-3342	13	30	composite	composite	ADJ
fis-3342	13	31	slabs	slab	NOUN
fis-3342	13	32	structural	structural	ADJ
fis-3342	13	33	carried	carry	VERB
fis-3342	13	34	zones	zone	NOUN
fis-3342	13	35	while	while	SCONJ
fis-3342	13	36	only	only	ADV
fis-3342	13	37	70	70	NUM
fis-3342	13	38	%	%	NOUN
fis-3342	13	39	was	be	AUX
fis-3342	13	40	preserved	preserve	VERB
fis-3342	13	41	for	for	ADP
fis-3342	13	42	exterior	exterior	ADJ
fis-3342	13	43	ones	one	NOUN
fis-3342	13	44	.	.	PUNCT
fis-3342	14	1	also	also	ADV
fis-3342	14	2	,	,	PUNCT
fis-3342	14	3	concentrated	concentrated	ADJ
fis-3342	14	4	loads	load	NOUN
fis-3342	14	5	manner	manner	NOUN
fis-3342	14	6	reduced	reduce	VERB
fis-3342	14	7	carried	carry	VERB
fis-3342	14	8	composite	composite	ADJ
fis-3342	14	9	slab	slab	NOUN
fis-3342	14	10	effective	effective	ADJ
fis-3342	14	11	width	width	NOUN
fis-3342	14	12	to	to	PART
fis-3342	14	13	be85%in	be85%in	VERB
fis-3342	14	14	average	average	NOUN
fis-3342	14	15	of	of	ADP
fis-3342	14	16	that	that	PRON
fis-3342	14	17	recorded	record	VERB
fis-3342	14	18	for	for	ADP
fis-3342	14	19	equivalent	equivalent	ADJ
fis-3342	14	20	distributed	distribute	VERB
fis-3342	14	21	loads	load	NOUN
fis-3342	14	22	.	.	PUNCT
fis-3342	15	1	some	some	DET
fis-3342	15	2	conclusions	conclusion	NOUN
fis-3342	15	3	and	and	CCONJ
fis-3342	15	4	recommendations	recommendation	NOUN
fis-3342	15	5	are	be	AUX
fis-3342	15	6	introduced	introduce	VERB
fis-3342	15	7	.	.	PUNCT
fis-3342	16	1	keywords	keyword	NOUN
fis-3342	16	2	.	.	PUNCT
fis-3342	17	1	composite	composite	ADJ
fis-3342	17	2	;	;	PUNCT
fis-3342	17	3	floors	floor	NOUN
fis-3342	17	4	;	;	PUNCT
fis-3342	17	5	experimental	experimental	ADJ
fis-3342	17	6	;	;	PUNCT
fis-3342	17	7	effective	effective	ADJ
fis-3342	17	8	width	width	NOUN
fis-3342	17	9	;	;	PUNCT
fis-3342	17	10	corrugated	corrugate	VERB
fis-3342	17	11	;	;	PUNCT
fis-3342	17	12	steel	steel	NOUN
fis-3342	17	13	;	;	PUNCT
fis-3342	17	14	sheets	sheet	NOUN
fis-3342	17	15	;	;	PUNCT
fis-3342	17	16	openings	opening	NOUN
fis-3342	17	17	.	.	PUNCT
fis-3342	18	1	citation	citation	NOUN
fis-3342	18	2	:	:	PUNCT
fis-3342	19	1	khalaf	khalaf	PROPN
fis-3342	19	2	,	,	PUNCT
fis-3342	19	3	m.	m.	NOUN
fis-3342	19	4	,	,	PUNCT
fis-3342	19	5	el	el	PROPN
fis-3342	19	6	-	-	PUNCT
fis-3342	19	7	shihy	shihy	PROPN
fis-3342	19	8	,	,	PUNCT
fis-3342	19	9	a.	a.	PROPN
fis-3342	19	10	,	,	PUNCT
fis-3342	19	11	el	el	PROPN
fis-3342	19	12	-	-	PUNCT
fis-3342	19	13	kasaby	kasaby	PROPN
fis-3342	19	14	,	,	PUNCT
fis-3342	19	15	e	e	X
fis-3342	19	16	,	,	PUNCT
fis-3342	19	17	youssef	youssef	PROPN
fis-3342	19	18	,	,	PUNCT
fis-3342	19	19	a.	a.	NOUN
fis-3342	19	20	,	,	PUNCT
fis-3342	19	21	experimental	experimental	ADJ
fis-3342	19	22	behavior	behavior	NOUN
fis-3342	19	23	based	base	VERB
fis-3342	19	24	on	on	ADP
fis-3342	19	25	effective	effective	ADJ
fis-3342	19	26	slab	slab	NOUN
fis-3342	19	27	width	width	NOUN
fis-3342	19	28	acting	act	VERB
fis-3342	19	29	as	as	ADP
fis-3342	19	30	a	a	DET
fis-3342	19	31	flange	flange	NOUN
fis-3342	19	32	with	with	ADP
fis-3342	19	33	supporting	support	VERB
fis-3342	19	34	steel	steel	NOUN
fis-3342	19	35	beams	beam	NOUN
fis-3342	19	36	in	in	ADP
fis-3342	19	37	composite	composite	ADJ
fis-3342	19	38	floors	floor	NOUN
fis-3342	19	39	with	with	ADP
fis-3342	19	40	openings	opening	NOUN
fis-3342	19	41	,	,	PUNCT
fis-3342	19	42	frattura	frattura	PROPN
fis-3342	19	43	ed	ed	PROPN
fis-3342	19	44	integrità	integrità	PROPN
fis-3342	19	45	strutturale	strutturale	PROPN
fis-3342	19	46	,	,	PUNCT
fis-3342	19	47	61	61	NUM
fis-3342	19	48	(	(	PUNCT
fis-3342	19	49	2022	2022	NUM
fis-3342	19	50	)	)	PUNCT
fis-3342	19	51	308	308	NUM
fis-3342	19	52	-	-	SYM
fis-3342	19	53	326	326	NUM
fis-3342	19	54	.	.	PUNCT
fis-3342	19	55	received	receive	VERB
fis-3342	19	56	:	:	PUNCT
fis-3342	19	57	11.11.2021	11.11.2021	NUM
fis-3342	19	58	accepted	accept	VERB
fis-3342	19	59	:	:	PUNCT
fis-3342	19	60	30.05.2022	30.05.2022	NUM
fis-3342	19	61	online	online	ADV
fis-3342	19	62	first	first	ADV
fis-3342	19	63	:	:	PUNCT
fis-3342	19	64	05.06.2022	05.06.2022	NOUN
fis-3342	19	65	published:01.07.2022	published:01.07.2022	NOUN
fis-3342	19	66	copyright	copyright	NOUN
fis-3342	19	67	:	:	PUNCT
fis-3342	20	1	©	©	PROPN
fis-3342	20	2	2022	2022	NUM
fis-3342	20	3	this	this	PRON
fis-3342	20	4	is	be	AUX
fis-3342	20	5	an	an	DET
fis-3342	20	6	open	open	ADJ
fis-3342	20	7	access	access	NOUN
fis-3342	20	8	article	article	NOUN
fis-3342	20	9	under	under	ADP
fis-3342	20	10	the	the	DET
fis-3342	20	11	terms	term	NOUN
fis-3342	20	12	of	of	ADP
fis-3342	20	13	the	the	DET
fis-3342	20	14	cc	cc	NOUN
fis-3342	20	15	-	-	PUNCT
fis-3342	20	16	by	by	ADP
fis-3342	20	17	4.0	4.0	NUM
fis-3342	20	18	,	,	PUNCT
fis-3342	20	19	which	which	PRON
fis-3342	20	20	permits	permit	VERB
fis-3342	20	21	unrestricted	unrestricted	ADJ
fis-3342	20	22	use	use	NOUN
fis-3342	20	23	,	,	PUNCT
fis-3342	20	24	distribution	distribution	NOUN
fis-3342	20	25	,	,	PUNCT
fis-3342	20	26	and	and	CCONJ
fis-3342	20	27	reproduction	reproduction	NOUN
fis-3342	20	28	in	in	ADP
fis-3342	20	29	any	any	DET
fis-3342	20	30	medium	medium	NOUN
fis-3342	20	31	,	,	PUNCT
fis-3342	20	32	provided	provide	VERB
fis-3342	20	33	the	the	DET
fis-3342	20	34	original	original	ADJ
fis-3342	20	35	author	author	NOUN
fis-3342	20	36	and	and	CCONJ
fis-3342	20	37	source	source	NOUN
fis-3342	20	38	are	be	AUX
fis-3342	20	39	credited	credit	VERB
fis-3342	20	40	.	.	PUNCT
fis-3342	21	1	https://youtu.be/gsncbvhksee	https://youtu.be/gsncbvhksee	X
fis-3342	21	2	m.	m.	PROPN
fis-3342	21	3	khalaf	khalaf	PROPN
fis-3342	21	4	et	et	PROPN
fis-3342	21	5	alii	alii	PROPN
fis-3342	21	6	,	,	PUNCT
fis-3342	21	7	frattura	frattura	PROPN
fis-3342	21	8	ed	ed	PROPN
fis-3342	21	9	integrità	integrità	PROPN
fis-3342	21	10	strutturale	strutturale	PROPN
fis-3342	21	11	,	,	PUNCT
fis-3342	21	12	61	61	NUM
fis-3342	21	13	(	(	PUNCT
fis-3342	21	14	2022	2022	NUM
fis-3342	21	15	)	)	PUNCT
fis-3342	21	16	308	308	NUM
fis-3342	21	17	-	-	SYM
fis-3342	21	18	326	326	NUM
fis-3342	21	19	;	;	PUNCT
fis-3342	21	20	doi	doi	NOUN
fis-3342	21	21	:	:	PUNCT
fis-3342	21	22	10.3221	10.3221	NUM
fis-3342	21	23	/	/	SYM
fis-3342	21	24	igf	igf	PROPN
fis-3342	21	25	-	-	ADJ
fis-3342	21	26	esis.61.21	esis.61.21	PROPN
fis-3342	21	27	309	309	NUM
fis-3342	21	28	introduction	introduction	NOUN
fis-3342	21	29	oday	oday	NOUN
fis-3342	21	30	formed	form	VERB
fis-3342	21	31	steel	steel	NOUN
fis-3342	21	32	deck	deck	NOUN
fis-3342	21	33	is	be	AUX
fis-3342	21	34	very	very	ADV
fis-3342	21	35	commonly	commonly	ADV
fis-3342	21	36	used	use	VERB
fis-3342	21	37	for	for	ADP
fis-3342	21	38	composite	composite	ADJ
fis-3342	21	39	floor	floor	NOUN
fis-3342	21	40	systems	system	NOUN
fis-3342	21	41	.	.	PUNCT
fis-3342	22	1	a	a	DET
fis-3342	22	2	composite	composite	ADJ
fis-3342	22	3	floor	floor	NOUN
fis-3342	22	4	type	type	NOUN
fis-3342	22	5	shown	show	VERB
fis-3342	22	6	in	in	ADP
fis-3342	22	7	fig	fig	NOUN
fis-3342	22	8	.	.	PUNCT
fis-3342	22	9	1	1	NUM
fis-3342	22	10	(	(	PUNCT
fis-3342	22	11	which	which	PRON
fis-3342	22	12	is	be	AUX
fis-3342	22	13	one	one	NUM
fis-3342	22	14	of	of	ADP
fis-3342	22	15	the	the	DET
fis-3342	22	16	various	various	ADJ
fis-3342	22	17	types	type	NOUN
fis-3342	22	18	as	as	SCONJ
fis-3342	22	19	shown	show	VERB
fis-3342	22	20	in	in	ADP
fis-3342	22	21	figs	fig	NOUN
fis-3342	22	22	.	.	PUNCT
fis-3342	23	1	2,3	2,3	NUM
fis-3342	23	2	and	and	CCONJ
fis-3342	23	3	4	4	NUM
fis-3342	23	4	)	)	PUNCT
fis-3342	23	5	will	will	AUX
fis-3342	23	6	be	be	AUX
fis-3342	23	7	investigated	investigate	VERB
fis-3342	23	8	through	through	ADP
fis-3342	23	9	the	the	DET
fis-3342	23	10	current	current	ADJ
fis-3342	23	11	research	research	NOUN
fis-3342	23	12	to	to	PART
fis-3342	23	13	experimentally	experimentally	ADV
fis-3342	23	14	estimate	estimate	VERB
fis-3342	23	15	the	the	DET
fis-3342	23	16	effective	effective	ADJ
fis-3342	23	17	composite	composite	ADJ
fis-3342	23	18	floor	floor	NOUN
fis-3342	23	19	width	width	NOUN
fis-3342	23	20	acting	act	VERB
fis-3342	23	21	as	as	ADP
fis-3342	23	22	a	a	DET
fis-3342	23	23	flange	flange	NOUN
fis-3342	23	24	to	to	ADP
fis-3342	23	25	carrier	carrier	NOUN
fis-3342	23	26	steel	steel	NOUN
fis-3342	23	27	beams	beam	NOUN
fis-3342	23	28	.	.	PUNCT
fis-3342	24	1	figure	figure	VERB
fis-3342	24	2	1	1	NUM
fis-3342	24	3	:	:	PUNCT
fis-3342	24	4	composite	composite	ADJ
fis-3342	24	5	slab	slab	NOUN
fis-3342	24	6	with	with	ADP
fis-3342	24	7	ribbed	rib	VERB
fis-3342	24	8	"	"	PUNCT
fis-3342	24	9	corrugated	corrugate	VERB
fis-3342	24	10	"	"	PUNCT
fis-3342	24	11	steel	steel	NOUN
fis-3342	24	12	deck	deck	NOUN
fis-3342	24	13	.	.	PUNCT
fis-3342	25	1	(	(	PUNCT
fis-3342	25	2	a	a	X
fis-3342	25	3	)	)	PUNCT
fis-3342	25	4	"	"	PUNCT
fis-3342	25	5	beams	beam	NOUN
fis-3342	25	6	"	"	PUNCT
fis-3342	25	7	ribs	rib	NOUN
fis-3342	25	8	parallel	parallel	NOUN
fis-3342	25	9	(	(	PUNCT
fis-3342	25	10	b	b	NOUN
fis-3342	25	11	):	):	PUNCT
fis-3342	25	12	"	"	PUNCT
fis-3342	25	13	girders	girder	NOUN
fis-3342	25	14	"	"	PUNCT
fis-3342	25	15	ribs	rib	NOUN
fis-3342	25	16	perpendicular	perpendicular	ADJ
fis-3342	25	17	figure	figure	NOUN
fis-3342	25	18	2	2	NUM
fis-3342	25	19	:	:	PUNCT
fis-3342	25	20	encased	encased	ADJ
fis-3342	25	21	section	section	NOUN
fis-3342	25	22	.	.	PUNCT
fis-3342	26	1	figure	figure	NOUN
fis-3342	26	2	3	3	NUM
fis-3342	26	3	:	:	PUNCT
fis-3342	26	4	overlaid	overlay	VERB
fis-3342	26	5	section	section	NOUN
fis-3342	26	6	.	.	PUNCT
fis-3342	27	1	figure	figure	VERB
fis-3342	27	2	4	4	NUM
fis-3342	27	3	:	:	PUNCT
fis-3342	27	4	overlaid	overlay	VERB
fis-3342	27	5	section	section	NOUN
fis-3342	27	6	with	with	ADP
fis-3342	27	7	haunch	haunch	NOUN
fis-3342	27	8	.	.	PUNCT
fis-3342	28	1	some	some	PRON
fis-3342	28	2	researches	research	VERB
fis-3342	28	3	[	[	X
fis-3342	28	4	1	1	NUM
fis-3342	28	5	-	-	SYM
fis-3342	28	6	4	4	NUM
fis-3342	28	7	]	]	PUNCT
fis-3342	28	8	investigated	investigate	VERB
fis-3342	28	9	the	the	DET
fis-3342	28	10	problem	problem	NOUN
fis-3342	28	11	analytically	analytically	ADV
fis-3342	28	12	to	to	PART
fis-3342	28	13	estimate	estimate	VERB
fis-3342	28	14	width	width	NOUN
fis-3342	28	15	of	of	ADP
fis-3342	28	16	slab	slab	NOUN
fis-3342	28	17	that	that	PRON
fis-3342	28	18	acts	act	VERB
fis-3342	28	19	as	as	ADP
fis-3342	28	20	a	a	DET
fis-3342	28	21	part	part	NOUN
fis-3342	28	22	of	of	ADP
fis-3342	28	23	the	the	DET
fis-3342	28	24	beam	beam	NOUN
fis-3342	28	25	effectively	effectively	ADV
fis-3342	28	26	.	.	PUNCT
fis-3342	29	1	if	if	SCONJ
fis-3342	29	2	the	the	DET
fis-3342	29	3	beams	beam	NOUN
fis-3342	29	4	are	be	AUX
fis-3342	29	5	rather	rather	ADV
fis-3342	29	6	closely	closely	ADV
fis-3342	29	7	spaced	space	VERB
fis-3342	29	8	,	,	PUNCT
fis-3342	29	9	the	the	DET
fis-3342	29	10	bending	bending	NOUN
fis-3342	29	11	stresses	stress	NOUN
fis-3342	29	12	in	in	ADP
fis-3342	29	13	the	the	DET
fis-3342	29	14	slab	slab	NOUN
fis-3342	29	15	will	will	AUX
fis-3342	29	16	be	be	AUX
fis-3342	29	17	fairly	fairly	ADV
fis-3342	29	18	uniformly	uniformly	ADV
fis-3342	29	19	distributed	distribute	VERB
fis-3342	29	20	across	across	ADP
fis-3342	29	21	compression	compression	NOUN
fis-3342	29	22	zone	zone	NOUN
fis-3342	29	23	.	.	PUNCT
fis-3342	30	1	otherwise	otherwise	ADV
fis-3342	30	2	,	,	PUNCT
fis-3342	30	3	if	if	SCONJ
fis-3342	30	4	in	in	ADP
fis-3342	30	5	between	between	ADP
fis-3342	30	6	beams	beam	NOUN
fis-3342	30	7	distances	distance	NOUN
fis-3342	30	8	are	be	AUX
fis-3342	30	9	large	large	ADJ
fis-3342	30	10	enough	enough	ADV
fis-3342	30	11	,	,	PUNCT
fis-3342	30	12	bending	bend	VERB
fis-3342	30	13	stresses	stress	NOUN
fis-3342	30	14	will	will	AUX
fis-3342	30	15	vary	vary	VERB
fis-3342	30	16	quite	quite	DET
fis-3342	30	17	a	a	DET
fis-3342	30	18	bit	bit	NOUN
fis-3342	30	19	and	and	CCONJ
fis-3342	30	20	non	non	ADJ
fis-3342	30	21	-	-	ADJ
fis-3342	30	22	linearly	linearly	ADV
fis-3342	30	23	across	across	ADP
fis-3342	30	24	the	the	DET
fis-3342	30	25	flange	flange	NOUN
fis-3342	30	26	.	.	PUNCT
fis-3342	31	1	the	the	DET
fis-3342	31	2	matter	matter	NOUN
fis-3342	31	3	of	of	ADP
fis-3342	31	4	effective	effective	ADJ
fis-3342	31	5	width	width	NOUN
fis-3342	31	6	of	of	ADP
fis-3342	31	7	slab	slab	NOUN
fis-3342	31	8	as	as	ADP
fis-3342	31	9	a	a	DET
fis-3342	31	10	flange	flange	NOUN
fis-3342	31	11	of	of	ADP
fis-3342	31	12	beam	beam	NOUN
fis-3342	31	13	was	be	AUX
fis-3342	31	14	investigated	investigate	VERB
fis-3342	31	15	firstly	firstly	ADV
fis-3342	31	16	by	by	ADP
fis-3342	31	17	bortsch	bortsch	NOUN
fis-3342	31	18	[	[	X
fis-3342	31	19	5	5	NUM
fis-3342	31	20	]	]	PUNCT
fis-3342	31	21	and	and	CCONJ
fis-3342	31	22	others	other	NOUN
fis-3342	31	23	within	within	ADP
fis-3342	31	24	elastic	elastic	ADJ
fis-3342	31	25	range	range	NOUN
fis-3342	31	26	of	of	ADP
fis-3342	31	27	simply	simply	ADV
fis-3342	31	28	supported	support	VERB
fis-3342	31	29	beams	beam	NOUN
fis-3342	31	30	and	and	CCONJ
fis-3342	31	31	later	later	ADV
fis-3342	31	32	up	up	ADP
fis-3342	31	33	to	to	ADP
fis-3342	31	34	now	now	ADV
fis-3342	31	35	by	by	ADP
fis-3342	31	36	many	many	ADJ
fis-3342	31	37	others	other	NOUN
fis-3342	31	38	for	for	ADP
fis-3342	31	39	various	various	ADJ
fis-3342	31	40	loading	loading	NOUN
fis-3342	31	41	and	and	CCONJ
fis-3342	31	42	boundary	boundary	ADJ
fis-3342	31	43	conditions	condition	NOUN
fis-3342	31	44	.	.	PUNCT
fis-3342	32	1	although	although	SCONJ
fis-3342	32	2	early	early	ADV
fis-3342	32	3	interesting	interesting	ADJ
fis-3342	32	4	was	be	AUX
fis-3342	32	5	concerned	concern	VERB
fis-3342	32	6	with	with	ADP
fis-3342	32	7	traditional	traditional	ADJ
fis-3342	32	8	reinforced	reinforce	VERB
fis-3342	32	9	concrete	concrete	ADJ
fis-3342	32	10	structures	structure	NOUN
fis-3342	32	11	(	(	PUNCT
fis-3342	32	12	structures	structure	NOUN
fis-3342	32	13	of	of	ADP
fis-3342	32	14	hulls	hull	NOUN
fis-3342	32	15	of	of	ADP
fis-3342	32	16	ships	ship	NOUN
fis-3342	32	17	and	and	CCONJ
fis-3342	32	18	sheet	sheet	NOUN
fis-3342	32	19	-	-	PUNCT
fis-3342	32	20	stiffeners	stiffener	NOUN
fis-3342	32	21	combinations	combination	NOUN
fis-3342	32	22	for	for	ADP
fis-3342	32	23	aerospace	aerospace	NOUN
fis-3342	32	24	structures	structure	NOUN
fis-3342	32	25	with	with	ADP
fis-3342	32	26	essentially	essentially	ADV
fis-3342	32	27	elastic	elastic	ADJ
fis-3342	32	28	behavior	behavior	NOUN
fis-3342	32	29	)	)	PUNCT
fis-3342	32	30	recent	recent	ADJ
fis-3342	32	31	interest	interest	NOUN
fis-3342	32	32	has	have	AUX
fis-3342	32	33	been	be	AUX
fis-3342	32	34	directed	direct	VERB
fis-3342	32	35	to	to	ADP
fis-3342	32	36	finding	find	VERB
fis-3342	32	37	the	the	DET
fis-3342	32	38	effective	effective	ADJ
fis-3342	32	39	width	width	NOUN
fis-3342	32	40	at	at	ADP
fis-3342	32	41	ultimate	ultimate	ADJ
fis-3342	32	42	loads	load	NOUN
fis-3342	32	43	depending	depend	VERB
fis-3342	32	44	on	on	ADP
fis-3342	32	45	deflection	deflection	NOUN
fis-3342	32	46	calculations	calculation	NOUN
fis-3342	32	47	from	from	ADP
fis-3342	32	48	the	the	DET
fis-3342	32	49	“	"	PUNCT
fis-3342	32	50	limit	limit	VERB
fis-3342	32	51	state	state	NOUN
fis-3342	32	52	of	of	ADP
fis-3342	32	53	stress	stress	NOUN
fis-3342	32	54	”	"	PUNCT
fis-3342	32	55	point	point	NOUN
fis-3342	32	56	of	of	ADP
fis-3342	32	57	view	view	NOUN
fis-3342	32	58	.	.	PUNCT
fis-3342	33	1	the	the	DET
fis-3342	33	2	effective	effective	ADJ
fis-3342	33	3	width	width	NOUN
fis-3342	33	4	used	use	VERB
fis-3342	33	5	in	in	ADP
fis-3342	33	6	design	design	NOUN
fis-3342	33	7	is	be	AUX
fis-3342	33	8	defined	define	VERB
fis-3342	33	9	as	as	ADP
fis-3342	33	10	that	that	DET
fis-3342	33	11	width	width	NOUN
fis-3342	33	12	of	of	ADP
fis-3342	33	13	slab	slab	NOUN
fis-3342	33	14	that	that	PRON
fis-3342	33	15	,	,	PUNCT
fis-3342	33	16	when	when	SCONJ
fis-3342	33	17	acted	act	VERB
fis-3342	33	18	on	on	ADP
fis-3342	33	19	by	by	ADP
fis-3342	33	20	the	the	DET
fis-3342	33	21	actual	actual	ADJ
fis-3342	33	22	maximum	maximum	ADJ
fis-3342	33	23	stress	stress	NOUN
fis-3342	33	24	,	,	PUNCT
fis-3342	33	25	would	would	AUX
fis-3342	33	26	have	have	VERB
fis-3342	33	27	the	the	DET
fis-3342	33	28	same	same	ADJ
fis-3342	33	29	static	static	ADJ
fis-3342	33	30	equilibrium	equilibrium	NOUN
fis-3342	33	31	effect	effect	NOUN
fis-3342	33	32	as	as	ADP
fis-3342	33	33	the	the	DET
fis-3342	33	34	existing	exist	VERB
fis-3342	33	35	variable	variable	ADJ
fis-3342	33	36	stress	stress	NOUN
fis-3342	33	37	.	.	PUNCT
fis-3342	34	1	in	in	ADP
fis-3342	34	2	other	other	ADJ
fis-3342	34	3	words	word	NOUN
fis-3342	34	4	,	,	PUNCT
fis-3342	34	5	the	the	DET
fis-3342	34	6	effective	effective	ADJ
fis-3342	34	7	width	width	NOUN
fis-3342	34	8	is	be	AUX
fis-3342	34	9	obtained	obtain	VERB
fis-3342	34	10	by	by	ADP
fis-3342	34	11	integrating	integrate	VERB
fis-3342	34	12	the	the	DET
fis-3342	34	13	longitudinal	longitudinal	ADJ
fis-3342	34	14	strain	strain	NOUN
fis-3342	34	15	in	in	ADP
fis-3342	34	16	the	the	DET
fis-3342	34	17	slab	slab	NOUN
fis-3342	34	18	at	at	ADP
fis-3342	34	19	the	the	DET
fis-3342	34	20	top	top	NOUN
fis-3342	34	21	and	and	CCONJ
fis-3342	34	22	dividing	dividing	NOUN
fis-3342	34	23	by	by	ADP
fis-3342	34	24	the	the	DET
fis-3342	34	25	peak	peak	NOUN
fis-3342	34	26	value	value	NOUN
fis-3342	34	27	of	of	ADP
fis-3342	34	28	strain	strain	NOUN
fis-3342	34	29	.	.	PUNCT
fis-3342	35	1	chapman	chapman	NOUN
fis-3342	35	2	and	and	CCONJ
fis-3342	35	3	teraskiewicz	teraskiewicz	VERB
fis-3342	36	1	[	[	X
fis-3342	36	2	6	6	NUM
fis-3342	36	3	]	]	PUNCT
fis-3342	36	4	showed	show	VERB
fis-3342	36	5	that	that	SCONJ
fis-3342	36	6	due	due	ADP
fis-3342	36	7	to	to	ADP
fis-3342	36	8	the	the	DET
fis-3342	36	9	complexity	complexity	NOUN
fis-3342	36	10	of	of	ADP
fis-3342	36	11	the	the	DET
fis-3342	36	12	problem	problem	NOUN
fis-3342	36	13	and	and	CCONJ
fis-3342	36	14	the	the	DET
fis-3342	36	15	actual	actual	ADJ
fis-3342	36	16	behavior	behavior	NOUN
fis-3342	36	17	of	of	ADP
fis-3342	36	18	various	various	ADJ
fis-3342	36	19	types	type	NOUN
fis-3342	36	20	of	of	ADP
fis-3342	36	21	composite	composite	ADJ
fis-3342	36	22	beams	beam	NOUN
fis-3342	36	23	with	with	ADP
fis-3342	36	24	monolithic	monolithic	ADJ
fis-3342	36	25	beam	beam	NOUN
fis-3342	36	26	-	-	PUNCT
fis-3342	36	27	slab	slab	NOUN
fis-3342	36	28	construction	construction	NOUN
fis-3342	36	29	under	under	ADP
fis-3342	36	30	complex	complex	ADJ
fis-3342	36	31	loading	loading	NOUN
fis-3342	36	32	and	and	CCONJ
fis-3342	36	33	environmental	environmental	ADJ
fis-3342	36	34	conditions	condition	NOUN
fis-3342	36	35	,	,	PUNCT
fis-3342	36	36	simplified	simplify	VERB
fis-3342	36	37	formulas	formula	NOUN
fis-3342	36	38	for	for	ADP
fis-3342	36	39	effective	effective	ADJ
fis-3342	36	40	width	width	NOUN
fis-3342	36	41	are	be	AUX
fis-3342	36	42	needed	need	VERB
fis-3342	36	43	.	.	PUNCT
fis-3342	37	1	other	other	ADJ
fis-3342	37	2	researches	research	VERB
fis-3342	37	3	numerically	numerically	ADV
fis-3342	37	4	extended	extended	ADJ
fis-3342	37	5	studies	study	NOUN
fis-3342	37	6	in	in	ADP
fis-3342	37	7	this	this	DET
fis-3342	37	8	subject	subject	NOUN
fis-3342	37	9	numerically	numerically	ADV
fis-3342	37	10	spotting	spot	VERB
fis-3342	37	11	light	light	NOUN
fis-3342	37	12	on	on	ADP
fis-3342	37	13	plastic	plastic	ADJ
fis-3342	37	14	analysis	analysis	NOUN
fis-3342	37	15	;	;	PUNCT
fis-3342	37	16	[	[	X
fis-3342	37	17	7	7	NUM
fis-3342	37	18	,	,	PUNCT
fis-3342	37	19	8	8	NUM
fis-3342	37	20	]	]	PUNCT
fis-3342	37	21	.	.	PUNCT
fis-3342	38	1	many	many	ADJ
fis-3342	38	2	other	other	ADJ
fis-3342	38	3	researchers	researcher	NOUN
fis-3342	38	4	;	;	PUNCT
fis-3342	38	5	[	[	X
fis-3342	38	6	9	9	NUM
fis-3342	38	7	-	-	SYM
fis-3342	38	8	13	13	NUM
fis-3342	38	9	]	]	PUNCT
fis-3342	38	10	;	;	PUNCT
fis-3342	38	11	experimentally	experimentally	ADV
fis-3342	38	12	investigated	investigate	VERB
fis-3342	38	13	the	the	DET
fis-3342	38	14	problem	problem	NOUN
fis-3342	38	15	of	of	ADP
fis-3342	38	16	effective	effective	ADJ
fis-3342	38	17	width	width	NOUN
fis-3342	38	18	for	for	ADP
fis-3342	38	19	composite	composite	ADJ
fis-3342	38	20	slabs	slab	NOUN
fis-3342	38	21	without	without	ADP
fis-3342	38	22	openings	opening	NOUN
fis-3342	38	23	.	.	PUNCT
fis-3342	39	1	recently	recently	ADV
fis-3342	39	2	,	,	PUNCT
fis-3342	39	3	others	other	NOUN
fis-3342	39	4	re	re	VERB
fis-3342	39	5	-	-	VERB
fis-3342	39	6	studied	study	VERB
fis-3342	39	7	the	the	DET
fis-3342	39	8	problem	problem	NOUN
fis-3342	39	9	analytically	analytically	ADV
fis-3342	39	10	such	such	ADJ
fis-3342	39	11	as	as	ADP
fis-3342	39	12	khalaf	khalaf	PROPN
fis-3342	39	13	et	et	PROPN
fis-3342	39	14	al	al	PROPN
fis-3342	39	15	.	.	PUNCT
fis-3342	40	1	[	[	X
fis-3342	40	2	14	14	NUM
fis-3342	40	3	]	]	PUNCT
fis-3342	40	4	.	.	PUNCT
fis-3342	41	1	in	in	ADP
fis-3342	41	2	this	this	DET
fis-3342	41	3	research	research	NOUN
fis-3342	41	4	,	,	PUNCT
fis-3342	41	5	influence	influence	NOUN
fis-3342	41	6	of	of	ADP
fis-3342	41	7	rectangular	rectangular	ADJ
fis-3342	41	8	openings	opening	NOUN
fis-3342	41	9	existence	existence	NOUN
fis-3342	41	10	in	in	ADP
fis-3342	41	11	composite	composite	ADJ
fis-3342	41	12	floor	floor	NOUN
fis-3342	41	13	slabs	slab	NOUN
fis-3342	41	14	on	on	ADP
fis-3342	41	15	estimating	estimate	VERB
fis-3342	41	16	its	its	PRON
fis-3342	41	17	effective	effective	ADJ
fis-3342	41	18	width	width	NOUN
fis-3342	41	19	was	be	AUX
fis-3342	41	20	studied	study	VERB
fis-3342	41	21	experimentally	experimentally	ADV
fis-3342	41	22	.	.	PUNCT
fis-3342	42	1	rectangular	rectangular	ADJ
fis-3342	42	2	opening	opening	NOUN
fis-3342	42	3	shape	shape	NOUN
fis-3342	42	4	was	be	AUX
fis-3342	42	5	chosen	choose	VERB
fis-3342	42	6	rather	rather	ADV
fis-3342	42	7	than	than	ADP
fis-3342	42	8	another	another	DET
fis-3342	42	9	probable	probable	ADJ
fis-3342	42	10	opening	opening	NOUN
fis-3342	42	11	shapes	shape	NOUN
fis-3342	42	12	for	for	ADP
fis-3342	42	13	the	the	DET
fis-3342	42	14	sake	sake	NOUN
fis-3342	42	15	of	of	ADP
fis-3342	42	16	trying	try	VERB
fis-3342	42	17	to	to	PART
fis-3342	42	18	investigate	investigate	VERB
fis-3342	42	19	and	and	CCONJ
fis-3342	42	20	avoid	avoid	VERB
fis-3342	42	21	as	as	ADV
fis-3342	42	22	possible	possible	ADJ
fis-3342	42	23	as	as	SCONJ
fis-3342	42	24	could	could	AUX
fis-3342	42	25	its	its	PRON
fis-3342	42	26	expected	expect	VERB
fis-3342	42	27	relative	relative	ADJ
fis-3342	42	28	undesired	undesired	ADJ
fis-3342	42	29	effects	effect	NOUN
fis-3342	42	30	on	on	ADP
fis-3342	42	31	structural	structural	ADJ
fis-3342	42	32	behavior	behavior	NOUN
fis-3342	42	33	in	in	ADP
fis-3342	42	34	general	general	ADJ
fis-3342	42	35	and	and	CCONJ
fis-3342	42	36	especially	especially	ADV
fis-3342	42	37	on	on	ADP
fis-3342	42	38	estimated	estimate	VERB
fis-3342	42	39	effective	effective	ADJ
fis-3342	42	40	width	width	NOUN
fis-3342	42	41	if	if	SCONJ
fis-3342	42	42	it	it	PRON
fis-3342	42	43	is	be	AUX
fis-3342	42	44	required	require	VERB
fis-3342	42	45	to	to	PART
fis-3342	42	46	create	create	VERB
fis-3342	42	47	openings	opening	NOUN
fis-3342	42	48	with	with	ADP
fis-3342	42	49	certain	certain	ADJ
fis-3342	42	50	rectangular	rectangular	ADJ
fis-3342	42	51	shape	shape	NOUN
fis-3342	42	52	due	due	ADP
fis-3342	42	53	to	to	ADP
fis-3342	42	54	some	some	DET
fis-3342	42	55	practical	practical	ADJ
fis-3342	42	56	or	or	CCONJ
fis-3342	42	57	out	out	ADP
fis-3342	42	58	of	of	ADP
fis-3342	42	59	hand	hand	NOUN
fis-3342	42	60	reasons	reason	NOUN
fis-3342	42	61	.	.	PUNCT
fis-3342	43	1	to	to	PART
fis-3342	43	2	declare	declare	VERB
fis-3342	43	3	the	the	DET
fis-3342	43	4	effect	effect	NOUN
fis-3342	43	5	of	of	ADP
fis-3342	43	6	slab	slab	NOUN
fis-3342	43	7	opening	open	VERB
fis-3342	43	8	existence	existence	NOUN
fis-3342	43	9	on	on	ADP
fis-3342	43	10	the	the	DET
fis-3342	43	11	effective	effective	ADJ
fis-3342	43	12	width	width	NOUN
fis-3342	43	13	,	,	PUNCT
fis-3342	43	14	the	the	DET
fis-3342	43	15	model	model	NOUN
fis-3342	43	16	with	with	ADP
fis-3342	43	17	no	no	DET
fis-3342	43	18	opening	opening	NOUN
fis-3342	43	19	is	be	AUX
fis-3342	43	20	considered	consider	VERB
fis-3342	43	21	as	as	ADP
fis-3342	43	22	a	a	DET
fis-3342	43	23	reference	reference	NOUN
fis-3342	43	24	for	for	ADP
fis-3342	43	25	the	the	DET
fis-3342	43	26	others	other	NOUN
fis-3342	43	27	without	without	ADP
fis-3342	43	28	for	for	ADP
fis-3342	43	29	all	all	DET
fis-3342	43	30	aspects	aspect	NOUN
fis-3342	43	31	of	of	ADP
fis-3342	43	32	analysis	analysis	NOUN
fis-3342	43	33	and	and	CCONJ
fis-3342	43	34	comparison	comparison	NOUN
fis-3342	43	35	.	.	PUNCT
fis-3342	44	1	investigation	investigation	NOUN
fis-3342	44	2	program	program	NOUN
fis-3342	44	3	hree	hree	ADJ
fis-3342	44	4	full	full	ADJ
fis-3342	44	5	-	-	PUNCT
fis-3342	44	6	scale	scale	NOUN
fis-3342	44	7	models	model	NOUN
fis-3342	44	8	with	with	ADP
fis-3342	44	9	six	six	NUM
fis-3342	44	10	different	different	ADJ
fis-3342	44	11	simply	simply	ADV
fis-3342	44	12	supported	support	VERB
fis-3342	44	13	composite	composite	ADJ
fis-3342	44	14	beams	beam	NOUN
fis-3342	44	15	(	(	PUNCT
fis-3342	44	16	three	three	NUM
fis-3342	44	17	are	be	AUX
fis-3342	44	18	intermediate	intermediate	ADJ
fis-3342	44	19	or	or	CCONJ
fis-3342	44	20	interior	interior	ADJ
fis-3342	44	21	with	with	ADP
fis-3342	44	22	t	t	PROPN
fis-3342	44	23	-	-	PUNCT
fis-3342	44	24	sec	sec	PROPN
fis-3342	44	25	.	.	PROPN
fis-3342	45	1	and	and	CCONJ
fis-3342	45	2	three	three	NUM
fis-3342	45	3	are	be	AUX
fis-3342	45	4	edge	edge	NOUN
fis-3342	45	5	or	or	CCONJ
fis-3342	45	6	exterior	exterior	ADJ
fis-3342	45	7	with	with	ADP
fis-3342	45	8	l	l	PROPN
fis-3342	45	9	-	-	NOUN
fis-3342	45	10	sec	sec	PROPN
fis-3342	45	11	.	.	PROPN
fis-3342	45	12	)	)	PUNCT
fis-3342	46	1	,	,	PUNCT
fis-3342	46	2	constant	constant	ADJ
fis-3342	46	3	slab	slab	NOUN
fis-3342	46	4	rectangularity	rectangularity	NOUN
fis-3342	46	5	(	(	PUNCT
fis-3342	46	6	r=0.385	r=0.385	NOUN
fis-3342	46	7	)	)	PUNCT
fis-3342	46	8	were	be	AUX
fis-3342	46	9	tested	test	VERB
fis-3342	46	10	.	.	PUNCT
fis-3342	47	1	one	one	NUM
fis-3342	47	2	of	of	ADP
fis-3342	47	3	them	they	PRON
fis-3342	47	4	is	be	AUX
fis-3342	47	5	a	a	DET
fis-3342	47	6	reference	reference	NOUN
fis-3342	47	7	model	model	NOUN
fis-3342	47	8	without	without	ADP
fis-3342	47	9	slab	slab	NOUN
fis-3342	47	10	opening	opening	NOUN
fis-3342	47	11	and	and	CCONJ
fis-3342	47	12	the	the	DET
fis-3342	47	13	others	other	NOUN
fis-3342	47	14	with	with	ADP
fis-3342	47	15	two	two	NUM
fis-3342	47	16	symmetric	symmetric	ADJ
fis-3342	47	17	slab	slab	NOUN
fis-3342	47	18	openings	opening	NOUN
fis-3342	47	19	and	and	CCONJ
fis-3342	47	20	constant	constant	ADJ
fis-3342	47	21	opening	opening	NOUN
fis-3342	47	22	t	t	PROPN
fis-3342	47	23	t	t	NOUN
fis-3342	47	24	reinforced	reinforce	VERB
fis-3342	47	25	concrete	concrete	ADJ
fis-3342	47	26	slab	slab	NOUN
fis-3342	47	27	steel	steel	NOUN
fis-3342	47	28	stringer	stringer	NOUN
fis-3342	47	29	formed	form	VERB
fis-3342	47	30	steel	steel	NOUN
fis-3342	47	31	deck	deck	NOUN
fis-3342	47	32	deck	deck	NOUN
fis-3342	47	33	formed	form	VERB
fis-3342	47	34	steel	steel	NOUN
fis-3342	47	35	(	(	PUNCT
fis-3342	47	36	a	a	NOUN
fis-3342	47	37	)	)	PUNCT
fis-3342	47	38	(	(	PUNCT
fis-3342	47	39	b	b	X
fis-3342	47	40	)	)	PUNCT
fis-3342	47	41	m.	m.	NOUN
fis-3342	47	42	khalaf	khalaf	PROPN
fis-3342	47	43	et	et	PROPN
fis-3342	47	44	alii	alii	PROPN
fis-3342	47	45	,	,	PUNCT
fis-3342	47	46	frattura	frattura	PROPN
fis-3342	47	47	ed	ed	PROPN
fis-3342	47	48	integrità	integrità	PROPN
fis-3342	47	49	strutturale	strutturale	PROPN
fis-3342	47	50	,	,	PUNCT
fis-3342	47	51	61	61	NUM
fis-3342	47	52	(	(	PUNCT
fis-3342	47	53	2022	2022	NUM
fis-3342	47	54	)	)	PUNCT
fis-3342	47	55	308	308	NUM
fis-3342	47	56	-	-	SYM
fis-3342	47	57	326	326	NUM
fis-3342	47	58	;	;	PUNCT
fis-3342	47	59	doi	doi	NOUN
fis-3342	47	60	:	:	PUNCT
fis-3342	47	61	10.3221	10.3221	NUM
fis-3342	47	62	/	/	SYM
fis-3342	47	63	igf	igf	PROPN
fis-3342	47	64	-	-	ADJ
fis-3342	47	65	esis.61.21	esis.61.21	ADJ
fis-3342	47	66	310	310	NUM
fis-3342	47	67	longitudinal	longitudinal	ADJ
fis-3342	47	68	position	position	NOUN
fis-3342	47	69	(	(	PUNCT
fis-3342	47	70	xo=0.5	xo=0.5	ADJ
fis-3342	47	71	)	)	PUNCT
fis-3342	47	72	as	as	SCONJ
fis-3342	47	73	shown	show	VERB
fis-3342	47	74	in	in	ADP
fis-3342	47	75	fig	fig	NOUN
fis-3342	47	76	.	.	PUNCT
fis-3342	48	1	5	5	NUM
fis-3342	48	2	and	and	CCONJ
fis-3342	48	3	tab	tab	NOUN
fis-3342	48	4	.	.	PUNCT
fis-3342	49	1	1	1	X
fis-3342	49	2	.	.	X
fis-3342	49	3	each	each	DET
fis-3342	49	4	model	model	NOUN
fis-3342	49	5	loaded	load	VERB
fis-3342	49	6	by	by	ADP
fis-3342	49	7	a	a	DET
fis-3342	49	8	uniform	uniform	ADJ
fis-3342	49	9	load	load	NOUN
fis-3342	49	10	(	(	PUNCT
fis-3342	49	11	in	in	ADP
fis-3342	49	12	the	the	DET
fis-3342	49	13	elastic	elastic	ADJ
fis-3342	49	14	zone	zone	NOUN
fis-3342	49	15	)	)	PUNCT
fis-3342	49	16	then	then	ADV
fis-3342	49	17	reloaded	reload	VERB
fis-3342	49	18	by	by	ADP
fis-3342	49	19	means	mean	NOUN
fis-3342	49	20	of	of	ADP
fis-3342	49	21	two	two	NUM
fis-3342	49	22	-	-	PUNCT
fis-3342	49	23	concentrated	concentrate	VERB
fis-3342	49	24	load	load	NOUN
fis-3342	49	25	system	system	NOUN
fis-3342	49	26	acting	act	VERB
fis-3342	49	27	at	at	ADP
fis-3342	49	28	equal	equal	ADJ
fis-3342	49	29	distances	distance	NOUN
fis-3342	49	30	from	from	ADP
fis-3342	49	31	supports	support	NOUN
fis-3342	49	32	(	(	PUNCT
fis-3342	49	33	neglecting	neglect	VERB
fis-3342	49	34	residual	residual	ADJ
fis-3342	49	35	stresses	stress	NOUN
fis-3342	49	36	)	)	PUNCT
fis-3342	49	37	till	till	SCONJ
fis-3342	49	38	failure	failure	NOUN
fis-3342	49	39	by	by	ADP
fis-3342	49	40	means	mean	NOUN
fis-3342	49	41	of	of	ADP
fis-3342	49	42	well	well	ADV
fis-3342	49	43	controlled	control	VERB
fis-3342	49	44	hydraulic	hydraulic	ADJ
fis-3342	49	45	jack	jack	NOUN
fis-3342	49	46	-	-	PUNCT
fis-3342	49	47	laboratory	laboratory	NOUN
fis-3342	49	48	fabricated	fabricate	VERB
fis-3342	49	49	hot	hot	ADJ
fis-3342	49	50	rolled	roll	VERB
fis-3342	49	51	sections	section	NOUN
fis-3342	49	52	steel	steel	NOUN
fis-3342	49	53	frame	frame	NOUN
fis-3342	49	54	producing	produce	VERB
fis-3342	49	55	concentrated	concentrated	ADJ
fis-3342	49	56	loading	loading	NOUN
fis-3342	49	57	system	system	NOUN
fis-3342	49	58	as	as	SCONJ
fis-3342	49	59	described	describe	VERB
fis-3342	49	60	later	later	ADV
fis-3342	49	61	.	.	PUNCT
fis-3342	50	1	model	model	NOUN
fis-3342	50	2	r1	r1	PROPN
fis-3342	50	3	r2	r2	PROPN
fis-3342	50	4	xo	xo	PROPN
fis-3342	50	5	yo	yo	PROPN
fis-3342	50	6	m1	m1	PROPN
fis-3342	50	7	------------	------------	PUNCT
fis-3342	51	1	m2	m2	PROPN
fis-3342	51	2	0.125	0.125	NUM
fis-3342	51	3	0.27	0.27	NUM
fis-3342	51	4	0.5	0.5	NUM
fis-3342	51	5	0.64	0.64	NUM
fis-3342	51	6	m3	m3	PROPN
fis-3342	51	7	0.125	0.125	NUM
fis-3342	51	8	0.27	0.27	NUM
fis-3342	51	9	0.5	0.5	NUM
fis-3342	51	10	0.36	0.36	NUM
fis-3342	51	11	table	table	NOUN
fis-3342	51	12	1	1	NUM
fis-3342	51	13	:	:	PUNCT
fis-3342	51	14	experimental	experimental	ADJ
fis-3342	51	15	models	model	NOUN
fis-3342	51	16	features	feature	VERB
fis-3342	51	17	.	.	PUNCT
fis-3342	52	1	figure	figure	VERB
fis-3342	52	2	5	5	NUM
fis-3342	52	3	:	:	PUNCT
fis-3342	52	4	models	model	VERB
fis-3342	52	5	description	description	NOUN
fis-3342	52	6	.	.	PUNCT
fis-3342	53	1	the	the	DET
fis-3342	53	2	tested	test	VERB
fis-3342	53	3	model	model	NOUN
fis-3342	53	4	is	be	AUX
fis-3342	53	5	consisted	consist	VERB
fis-3342	53	6	of	of	ADP
fis-3342	53	7	two	two	NUM
fis-3342	53	8	bays	bay	NOUN
fis-3342	53	9	continuous	continuous	ADJ
fis-3342	53	10	slab	slab	NOUN
fis-3342	53	11	,	,	PUNCT
fis-3342	53	12	with	with	SCONJ
fis-3342	53	13	simply	simply	ADV
fis-3342	53	14	supported	support	VERB
fis-3342	53	15	main	main	ADJ
fis-3342	53	16	beams	beam	NOUN
fis-3342	53	17	has	have	VERB
fis-3342	53	18	a	a	DET
fis-3342	53	19	net	net	ADJ
fis-3342	53	20	length	length	NOUN
fis-3342	53	21	equal	equal	ADJ
fis-3342	53	22	to	to	ADP
fis-3342	53	23	2502	2502	NUM
fis-3342	53	24	mm	mm	PROPN
fis-3342	53	25	,	,	PUNCT
fis-3342	53	26	and	and	CCONJ
fis-3342	53	27	composite	composite	ADJ
fis-3342	53	28	beams	beam	NOUN
fis-3342	53	29	cross	cross	NOUN
fis-3342	53	30	section	section	NOUN
fis-3342	53	31	depth	depth	NOUN
fis-3342	53	32	of	of	ADP
fis-3342	53	33	230	230	NUM
fis-3342	53	34	mm	mm	NOUN
fis-3342	53	35	(	(	PUNCT
fis-3342	53	36	140	140	NUM
fis-3342	53	37	mm	mm	NOUN
fis-3342	53	38	steel	steel	NOUN
fis-3342	53	39	section	section	NOUN
fis-3342	53	40	+	+	CCONJ
fis-3342	53	41	30	30	NUM
fis-3342	53	42	mm	mm	NOUN
fis-3342	53	43	corrugated	corrugate	VERB
fis-3342	53	44	sheet	sheet	NOUN
fis-3342	53	45	depth	depth	NOUN
fis-3342	53	46	+	+	CCONJ
fis-3342	53	47	60	60	NUM
fis-3342	53	48	mm	mm	NOUN
fis-3342	53	49	concrete	concrete	ADJ
fis-3342	53	50	layer	layer	NOUN
fis-3342	53	51	thickness	thickness	NOUN
fis-3342	53	52	.	.	PUNCT
fis-3342	53	53	)	)	PUNCT
fis-3342	53	54	.	.	PUNCT
fis-3342	54	1	there	there	PRON
fis-3342	54	2	are	be	VERB
fis-3342	54	3	secondary	secondary	ADJ
fis-3342	54	4	beams	beam	NOUN
fis-3342	54	5	of	of	ADP
fis-3342	54	6	the	the	DET
fis-3342	54	7	same	same	ADJ
fis-3342	54	8	cross	cross	NOUN
fis-3342	54	9	section	section	NOUN
fis-3342	54	10	as	as	ADP
fis-3342	54	11	girders	girder	NOUN
fis-3342	54	12	or	or	CCONJ
fis-3342	54	13	main	main	ADJ
fis-3342	54	14	supporting	support	VERB
fis-3342	54	15	beams	beam	NOUN
fis-3342	54	16	.	.	PUNCT
fis-3342	55	1	each	each	DET
fis-3342	55	2	fabricated	fabricate	VERB
fis-3342	55	3	model	model	NOUN
fis-3342	55	4	weights	weight	VERB
fis-3342	55	5	about	about	ADV
fis-3342	55	6	1200	1200	NUM
fis-3342	55	7	kg	kg	NOUN
fis-3342	55	8	.	.	PUNCT
fis-3342	56	1	the	the	DET
fis-3342	56	2	main	main	ADJ
fis-3342	56	3	experimentally	experimentally	ADV
fis-3342	56	4	investigated	investigate	VERB
fis-3342	56	5	variables	variable	NOUN
fis-3342	56	6	are	be	AUX
fis-3342	56	7	structural	structural	ADJ
fis-3342	56	8	type	type	NOUN
fis-3342	56	9	of	of	ADP
fis-3342	56	10	applied	applied	ADJ
fis-3342	56	11	loading	loading	NOUN
fis-3342	56	12	(	(	PUNCT
fis-3342	56	13	uniform	uniform	NOUN
fis-3342	56	14	and	and	CCONJ
fis-3342	56	15	concentrated	concentrate	VERB
fis-3342	56	16	)	)	PUNCT
fis-3342	56	17	and	and	CCONJ
fis-3342	56	18	opening	opening	NOUN
fis-3342	56	19	normalized	normalize	VERB
fis-3342	56	20	transverse	transverse	NOUN
fis-3342	56	21	position	position	NOUN
fis-3342	56	22	;	;	PUNCT
fis-3342	56	23	(	(	PUNCT
fis-3342	56	24	yo).all	yo).all	NUM
fis-3342	56	25	standard	standard	ADJ
fis-3342	56	26	tests	test	NOUN
fis-3342	56	27	were	be	AUX
fis-3342	56	28	performed	perform	VERB
fis-3342	56	29	according	accord	VERB
fis-3342	56	30	to	to	ADP
fis-3342	56	31	egyptian	egyptian	PROPN
fis-3342	56	32	code	code	NOUN
fis-3342	56	33	of	of	ADP
fis-3342	56	34	practice	practice	NOUN
fis-3342	56	35	for	for	ADP
fis-3342	56	36	reinforced	reinforce	VERB
fis-3342	56	37	concrete	concrete	ADJ
fis-3342	56	38	structures	structure	NOUN
fis-3342	56	39	design	design	NOUN
fis-3342	56	40	and	and	CCONJ
fis-3342	56	41	construction	construction	NOUN
fis-3342	56	42	;	;	PUNCT
fis-3342	57	1	[	[	X
fis-3342	57	2	15	15	NUM
fis-3342	57	3	]	]	PUNCT
fis-3342	57	4	and	and	CCONJ
fis-3342	57	5	all	all	DET
fis-3342	57	6	instructions	instruction	NOUN
fis-3342	57	7	and	and	CCONJ
fis-3342	57	8	precautions	precaution	NOUN
fis-3342	57	9	were	be	AUX
fis-3342	57	10	followed	follow	VERB
fis-3342	57	11	as	as	ADV
fis-3342	57	12	perfect	perfect	ADJ
fis-3342	57	13	as	as	SCONJ
fis-3342	57	14	the	the	DET
fis-3342	57	15	laboratory	laboratory	NOUN
fis-3342	57	16	instruments	instrument	NOUN
fis-3342	57	17	permitted	permit	VERB
fis-3342	57	18	.	.	PUNCT
fis-3342	58	1	all	all	DET
fis-3342	58	2	experimental	experimental	ADJ
fis-3342	58	3	steps	step	NOUN
fis-3342	58	4	were	be	AUX
fis-3342	58	5	executed	execute	VERB
fis-3342	58	6	in	in	ADP
fis-3342	58	7	a	a	DET
fis-3342	58	8	manner	manner	NOUN
fis-3342	58	9	such	such	ADJ
fis-3342	58	10	that	that	PRON
fis-3342	58	11	meeting	meet	VERB
fis-3342	58	12	practical	practical	ADJ
fis-3342	58	13	conditions	condition	NOUN
fis-3342	58	14	as	as	ADV
fis-3342	58	15	exactly	exactly	ADV
fis-3342	58	16	as	as	ADP
fis-3342	58	17	could	could	AUX
fis-3342	58	18	.	.	PUNCT
fis-3342	59	1	models	model	NOUN
fis-3342	59	2	constituents	constituent	VERB
fis-3342	59	3	properties	property	NOUN
fis-3342	59	4	steel	steel	NOUN
fis-3342	59	5	beams	beam	NOUN
fis-3342	59	6	teel	teel	NOUN
fis-3342	59	7	beams	beam	NOUN
fis-3342	59	8	used	use	VERB
fis-3342	59	9	in	in	ADP
fis-3342	59	10	experimental	experimental	ADJ
fis-3342	59	11	models	model	NOUN
fis-3342	59	12	have	have	VERB
fis-3342	59	13	the	the	DET
fis-3342	59	14	universally	universally	ADV
fis-3342	59	15	steel	steel	NOUN
fis-3342	59	16	section	section	NOUN
fis-3342	59	17	known	know	VERB
fis-3342	59	18	as	as	ADP
fis-3342	59	19	i.p.e	i.p.e	NOUN
fis-3342	59	20	140	140	NUM
fis-3342	59	21	,	,	PUNCT
fis-3342	59	22	with	with	ADP
fis-3342	59	23	a	a	DET
fis-3342	59	24	modulus	modulus	NOUN
fis-3342	59	25	of	of	ADP
fis-3342	59	26	elasticity	elasticity	NOUN
fis-3342	59	27	of	of	ADP
fis-3342	59	28	205450mpa	205450mpa	NOUN
fis-3342	59	29	,	,	PUNCT
fis-3342	59	30	yield	yield	VERB
fis-3342	59	31	stress	stress	NOUN
fis-3342	59	32	of	of	ADP
fis-3342	59	33	235mpa	235mpa	NUM
fis-3342	59	34	as	as	SCONJ
fis-3342	59	35	determined	determine	VERB
fis-3342	59	36	experimentally	experimentally	ADV
fis-3342	59	37	from	from	ADP
fis-3342	59	38	standard	standard	ADJ
fis-3342	59	39	tensile	tensile	NOUN
fis-3342	59	40	test	test	NOUN
fis-3342	59	41	results	result	NOUN
fis-3342	59	42	shown	show	VERB
fis-3342	59	43	in	in	ADP
fis-3342	59	44	fig	fig	NOUN
fis-3342	59	45	.	.	PUNCT
fis-3342	60	1	6.the	6.the	DET
fis-3342	60	2	geometrical	geometrical	ADJ
fis-3342	60	3	properties	property	NOUN
fis-3342	60	4	of	of	ADP
fis-3342	60	5	the	the	DET
fis-3342	60	6	steel	steel	NOUN
fis-3342	60	7	section	section	NOUN
fis-3342	60	8	are	be	AUX
fis-3342	60	9	shown	show	VERB
fis-3342	60	10	in	in	ADP
fis-3342	60	11	tab	tab	NOUN
fis-3342	60	12	.	.	PUNCT
fis-3342	61	1	2	2	X
fis-3342	61	2	.	.	X
fis-3342	61	3	beam	beam	PROPN
fis-3342	61	4	model	model	PROPN
fis-3342	61	5	area	area	PROPN
fis-3342	61	6	(	(	PUNCT
fis-3342	61	7	cm2	cm2	NOUN
fis-3342	61	8	)	)	PUNCT
fis-3342	61	9	depth	depth	NOUN
fis-3342	61	10	(	(	PUNCT
fis-3342	61	11	mm	mm	NOUN
fis-3342	61	12	)	)	PUNCT
fis-3342	61	13	flange	flange	NOUN
fis-3342	61	14	width	width	NOUN
fis-3342	61	15	(	(	PUNCT
fis-3342	61	16	mm	mm	NOUN
fis-3342	61	17	)	)	PUNCT
fis-3342	61	18	web	web	NOUN
fis-3342	61	19	thickness	thickness	NOUN
fis-3342	61	20	(	(	PUNCT
fis-3342	61	21	mm	mm	NOUN
fis-3342	61	22	)	)	PUNCT
fis-3342	61	23	flange	flange	NOUN
fis-3342	61	24	thickness	thickness	NOUN
fis-3342	61	25	(	(	PUNCT
fis-3342	61	26	mm	mm	NOUN
fis-3342	61	27	)	)	PUNCT
fis-3342	61	28	second	second	ADJ
fis-3342	61	29	moment	moment	NOUN
fis-3342	61	30	of	of	ADP
fis-3342	61	31	inertia	inertia	NOUN
fis-3342	61	32	(	(	PUNCT
fis-3342	61	33	cm4	cm4	NOUN
fis-3342	61	34	)	)	PUNCT
fis-3342	61	35	i.p.e140	i.p.e140	ADJ
fis-3342	61	36	16.0	16.0	NUM
fis-3342	61	37	140	140	NUM
fis-3342	61	38	73	73	NUM
fis-3342	61	39	4.7	4.7	NUM
fis-3342	61	40	6.9	6.9	NUM
fis-3342	61	41	525.3	525.3	NUM
fis-3342	61	42	table	table	NOUN
fis-3342	61	43	2	2	NUM
fis-3342	61	44	:	:	PUNCT
fis-3342	61	45	steel	steel	NOUN
fis-3342	61	46	section	section	NOUN
fis-3342	61	47	structural	structural	ADJ
fis-3342	61	48	properties	property	NOUN
fis-3342	61	49	.	.	PUNCT
fis-3342	62	1	s	s	PART
fis-3342	62	2	m.	m.	NOUN
fis-3342	62	3	khalaf	khalaf	PROPN
fis-3342	62	4	et	et	PROPN
fis-3342	62	5	alii	alii	PROPN
fis-3342	62	6	,	,	PUNCT
fis-3342	62	7	frattura	frattura	PROPN
fis-3342	62	8	ed	ed	PROPN
fis-3342	62	9	integrità	integrità	PROPN
fis-3342	62	10	strutturale	strutturale	PROPN
fis-3342	62	11	,	,	PUNCT
fis-3342	62	12	61	61	NUM
fis-3342	62	13	(	(	PUNCT
fis-3342	62	14	2022	2022	NUM
fis-3342	62	15	)	)	PUNCT
fis-3342	62	16	308	308	NUM
fis-3342	62	17	-	-	SYM
fis-3342	62	18	326	326	NUM
fis-3342	62	19	;	;	PUNCT
fis-3342	62	20	doi	doi	NOUN
fis-3342	62	21	:	:	PUNCT
fis-3342	62	22	10.3221	10.3221	NUM
fis-3342	62	23	/	/	SYM
fis-3342	62	24	igf	igf	PROPN
fis-3342	62	25	-	-	ADJ
fis-3342	62	26	esis.61.21	esis.61.21	ADJ
fis-3342	62	27	311	311	NUM
fis-3342	62	28	figure	figure	NOUN
fis-3342	62	29	6	6	NUM
fis-3342	62	30	:	:	PUNCT
fis-3342	62	31	i.p.e	i.p.e	VERB
fis-3342	62	32	140	140	NUM
fis-3342	62	33	steel	steel	NOUN
fis-3342	62	34	section	section	NOUN
fis-3342	62	35	details	detail	NOUN
fis-3342	62	36	and	and	CCONJ
fis-3342	62	37	tension	tension	NOUN
fis-3342	62	38	test	test	NOUN
fis-3342	62	39	results	result	NOUN
fis-3342	62	40	.	.	PUNCT
fis-3342	63	1	corrugated	corrugate	VERB
fis-3342	63	2	steel	steel	NOUN
fis-3342	63	3	sheet	sheet	NOUN
fis-3342	63	4	the	the	DET
fis-3342	63	5	geometrical	geometrical	ADJ
fis-3342	63	6	profile	profile	NOUN
fis-3342	63	7	dimensions	dimension	NOUN
fis-3342	63	8	(	(	PUNCT
fis-3342	63	9	in	in	ADP
fis-3342	63	10	mm	mm	NOUN
fis-3342	63	11	)	)	PUNCT
fis-3342	63	12	of	of	ADP
fis-3342	63	13	used	use	VERB
fis-3342	63	14	corrugated	corrugate	VERB
fis-3342	63	15	sheets	sheet	NOUN
fis-3342	63	16	are	be	AUX
fis-3342	63	17	shown	show	VERB
fis-3342	63	18	in	in	ADP
fis-3342	63	19	fig	fig	NOUN
fis-3342	63	20	.	.	PUNCT
fis-3342	64	1	7	7	X
fis-3342	64	2	.	.	X
fis-3342	64	3	the	the	DET
fis-3342	64	4	geometrical	geometrical	ADJ
fis-3342	64	5	properties	property	NOUN
fis-3342	64	6	are	be	AUX
fis-3342	64	7	shown	show	VERB
fis-3342	64	8	in	in	ADP
fis-3342	64	9	tab	tab	NOUN
fis-3342	64	10	.	.	PUNCT
fis-3342	65	1	3	3	NUM
fis-3342	65	2	,	,	PUNCT
fis-3342	65	3	while	while	SCONJ
fis-3342	65	4	fig	fig	NOUN
fis-3342	65	5	.	.	PUNCT
fis-3342	65	6	8	8	NUM
fis-3342	65	7	shows	show	VERB
fis-3342	65	8	the	the	DET
fis-3342	65	9	results	result	NOUN
fis-3342	65	10	of	of	ADP
fis-3342	65	11	the	the	DET
fis-3342	65	12	standard	standard	ADJ
fis-3342	65	13	tensile	tensile	NOUN
fis-3342	65	14	test	test	NOUN
fis-3342	65	15	carried	carry	VERB
fis-3342	65	16	out	out	ADP
fis-3342	65	17	to	to	PART
fis-3342	65	18	determine	determine	VERB
fis-3342	65	19	the	the	DET
fis-3342	65	20	yield	yield	NOUN
fis-3342	65	21	stress	stress	NOUN
fis-3342	65	22	and	and	CCONJ
fis-3342	65	23	modulus	modulus	NOUN
fis-3342	65	24	of	of	ADP
fis-3342	65	25	elasticity	elasticity	NOUN
fis-3342	65	26	.	.	PUNCT
fis-3342	66	1	the	the	DET
fis-3342	66	2	corrugated	corrugate	VERB
fis-3342	66	3	sheet	sheet	NOUN
fis-3342	66	4	was	be	AUX
fis-3342	66	5	fastened	fasten	VERB
fis-3342	66	6	in	in	ADP
fis-3342	66	7	position	position	NOUN
fis-3342	66	8	to	to	ADP
fis-3342	66	9	the	the	DET
fis-3342	66	10	top	top	NOUN
fis-3342	66	11	of	of	ADP
fis-3342	66	12	the	the	DET
fis-3342	66	13	steel	steel	NOUN
fis-3342	66	14	section	section	NOUN
fis-3342	66	15	flange	flange	NOUN
fis-3342	66	16	by	by	ADP
fis-3342	66	17	means	mean	NOUN
fis-3342	66	18	of	of	ADP
fis-3342	66	19	spot	spot	NOUN
fis-3342	66	20	welding	welding	NOUN
fis-3342	66	21	.	.	PUNCT
fis-3342	67	1	this	this	DET
fis-3342	67	2	technique	technique	NOUN
fis-3342	67	3	was	be	AUX
fis-3342	67	4	performed	perform	VERB
fis-3342	67	5	specifically	specifically	ADV
fis-3342	67	6	to	to	ADP
fis-3342	67	7	experimental	experimental	ADJ
fis-3342	67	8	full	full	ADJ
fis-3342	67	9	-	-	PUNCT
fis-3342	67	10	scale	scale	NOUN
fis-3342	67	11	models	model	NOUN
fis-3342	67	12	of	of	ADP
fis-3342	67	13	this	this	DET
fis-3342	67	14	research	research	NOUN
fis-3342	67	15	to	to	PART
fis-3342	67	16	facilitate	facilitate	VERB
fis-3342	67	17	keeping	keep	VERB
fis-3342	67	18	sheet	sheet	NOUN
fis-3342	67	19	in	in	ADP
fis-3342	67	20	position	position	NOUN
fis-3342	67	21	during	during	ADP
fis-3342	67	22	shear	shear	NOUN
fis-3342	67	23	studs	stud	NOUN
fis-3342	67	24	welding	weld	VERB
fis-3342	67	25	and	and	CCONJ
fis-3342	67	26	enhancing	enhance	VERB
fis-3342	67	27	composite	composite	ADJ
fis-3342	67	28	slab	slab	NOUN
fis-3342	67	29	-	-	PUNCT
fis-3342	67	30	beam	beam	NOUN
fis-3342	67	31	flange	flange	NOUN
fis-3342	67	32	interaction	interaction	NOUN
fis-3342	67	33	as	as	ADP
fis-3342	67	34	a	a	DET
fis-3342	67	35	basic	basic	ADJ
fis-3342	67	36	assumption	assumption	NOUN
fis-3342	67	37	for	for	ADP
fis-3342	67	38	reliable	reliable	ADJ
fis-3342	67	39	structural	structural	ADJ
fis-3342	67	40	behavior	behavior	NOUN
fis-3342	67	41	aspects	aspect	VERB
fis-3342	67	42	experimental	experimental	ADJ
fis-3342	67	43	recordings	recording	NOUN
fis-3342	67	44	to	to	PART
fis-3342	67	45	estimate	estimate	VERB
fis-3342	67	46	composite	composite	ADJ
fis-3342	67	47	slab	slab	NOUN
fis-3342	67	48	effective	effective	ADJ
fis-3342	67	49	width	width	NOUN
fis-3342	67	50	acting	act	VERB
fis-3342	67	51	as	as	ADP
fis-3342	67	52	a	a	DET
fis-3342	67	53	flange	flange	NOUN
fis-3342	67	54	with	with	ADP
fis-3342	67	55	its	its	PRON
fis-3342	67	56	supporting	support	VERB
fis-3342	67	57	steel	steel	NOUN
fis-3342	67	58	beams	beam	NOUN
fis-3342	67	59	.	.	PUNCT
fis-3342	68	1	thickness	thickness	NOUN
fis-3342	68	2	(	(	PUNCT
fis-3342	68	3	mm	mm	NOUN
fis-3342	68	4	)	)	PUNCT
fis-3342	68	5	height	height	NOUN
fis-3342	68	6	(	(	PUNCT
fis-3342	68	7	mm	mm	NOUN
fis-3342	68	8	)	)	PUNCT
fis-3342	68	9	yield	yield	NOUN
fis-3342	68	10	stress	stress	NOUN
fis-3342	68	11	(	(	PUNCT
fis-3342	68	12	mpa	mpa	PROPN
fis-3342	68	13	)	)	PUNCT
fis-3342	68	14	elasticity	elasticity	NOUN
fis-3342	68	15	modulus	modulus	NOUN
fis-3342	68	16	(	(	PUNCT
fis-3342	68	17	mpa	mpa	PROPN
fis-3342	68	18	)	)	PUNCT
fis-3342	68	19	area	area	NOUN
fis-3342	68	20	weight	weight	NOUN
fis-3342	68	21	/m2	/m2	NOUN
fis-3342	68	22	(	(	PUNCT
fis-3342	68	23	n	n	CCONJ
fis-3342	68	24	)	)	PUNCT
fis-3342	68	25	volume	volume	NOUN
fis-3342	68	26	weight	weight	NOUN
fis-3342	68	27	/m3	/m3	PUNCT
fis-3342	69	1	(	(	PUNCT
fis-3342	69	2	kn	kn	PROPN
fis-3342	69	3	)	)	PUNCT
fis-3342	69	4	0.8	0.8	NUM
fis-3342	69	5	30	30	NUM
fis-3342	69	6	226.5	226.5	NUM
fis-3342	69	7	196133	196133	NUM
fis-3342	69	8	57.4	57.4	NUM
fis-3342	69	9	71.98	71.98	NUM
fis-3342	69	10	table	table	NOUN
fis-3342	69	11	3	3	NUM
fis-3342	69	12	:	:	PUNCT
fis-3342	69	13	geometrical	geometrical	ADJ
fis-3342	69	14	properties	property	NOUN
fis-3342	69	15	of	of	ADP
fis-3342	69	16	used	use	VERB
fis-3342	69	17	corrugated	corrugate	VERB
fis-3342	69	18	sheets	sheet	NOUN
fis-3342	69	19	figure	figure	VERB
fis-3342	69	20	7	7	NUM
fis-3342	69	21	:	:	PUNCT
fis-3342	69	22	corrugated	corrugate	VERB
fis-3342	69	23	steel	steel	NOUN
fis-3342	69	24	sheet	sheet	NOUN
fis-3342	69	25	profile	profile	NOUN
fis-3342	69	26	dimensions	dimension	NOUN
fis-3342	69	27	.	.	PUNCT
fis-3342	70	1	figure	figure	VERB
fis-3342	70	2	8	8	NUM
fis-3342	70	3	:	:	PUNCT
fis-3342	70	4	sheets	sheet	NOUN
fis-3342	70	5	specimens	specimen	NOUN
fis-3342	70	6	tensile	tensile	NOUN
fis-3342	70	7	test	test	NOUN
fis-3342	70	8	results	result	NOUN
fis-3342	70	9	.	.	PUNCT
fis-3342	71	1	shear	shear	NOUN
fis-3342	71	2	transfer	transfer	NOUN
fis-3342	71	3	devices	device	NOUN
fis-3342	71	4	(	(	PUNCT
fis-3342	71	5	shear	shear	NOUN
fis-3342	71	6	studs	stud	NOUN
fis-3342	71	7	)	)	PUNCT
fis-3342	71	8	the	the	DET
fis-3342	71	9	used	use	VERB
fis-3342	71	10	shear	shear	NOUN
fis-3342	71	11	connectors	connector	NOUN
fis-3342	71	12	are	be	AUX
fis-3342	71	13	screw	screw	VERB
fis-3342	71	14	nails	nail	NOUN
fis-3342	71	15	having	have	VERB
fis-3342	71	16	a	a	DET
fis-3342	71	17	diameter	diameter	NOUN
fis-3342	71	18	of	of	ADP
fis-3342	71	19	13	13	NUM
fis-3342	71	20	mm	mm	NOUN
fis-3342	71	21	with	with	ADP
fis-3342	71	22	a	a	DET
fis-3342	71	23	total	total	ADJ
fis-3342	71	24	length	length	NOUN
fis-3342	71	25	of	of	ADP
fis-3342	71	26	69	69	NUM
fis-3342	71	27	mm	mm	NOUN
fis-3342	71	28	,	,	PUNCT
fis-3342	71	29	head	head	NOUN
fis-3342	71	30	of	of	ADP
fis-3342	71	31	18	18	NUM
fis-3342	71	32	mm	mm	NOUN
fis-3342	71	33	diameter	diameter	NOUN
fis-3342	71	34	and	and	CCONJ
fis-3342	71	35	head	head	VERB
fis-3342	71	36	thickness	thickness	NOUN
fis-3342	71	37	of	of	ADP
fis-3342	71	38	7	7	NUM
fis-3342	71	39	mm	mm	NOUN
fis-3342	71	40	.	.	PUNCT
fis-3342	72	1	these	these	DET
fis-3342	72	2	dimensions	dimension	NOUN
fis-3342	72	3	were	be	AUX
fis-3342	72	4	chosen	choose	VERB
fis-3342	72	5	verifying	verifying	NOUN
fis-3342	72	6	limits	limit	NOUN
fis-3342	72	7	of	of	ADP
fis-3342	72	8	aisc	aisc	PROPN
fis-3342	72	9	[	[	X
fis-3342	72	10	16	16	NUM
fis-3342	72	11	]	]	PUNCT
fis-3342	72	12	.	.	PUNCT
fis-3342	73	1	the	the	DET
fis-3342	73	2	length	length	NOUN
fis-3342	73	3	was	be	AUX
fis-3342	73	4	chosen	choose	VERB
fis-3342	73	5	so	so	SCONJ
fis-3342	73	6	that	that	SCONJ
fis-3342	73	7	it	it	PRON
fis-3342	73	8	passes	pass	VERB
fis-3342	73	9	above	above	ADP
fis-3342	73	10	the	the	DET
fis-3342	73	11	top	top	NOUN
fis-3342	73	12	of	of	ADP
fis-3342	73	13	the	the	DET
fis-3342	73	14	corrugated	corrugate	VERB
fis-3342	73	15	sheets	sheet	NOUN
fis-3342	73	16	to	to	PART
fis-3342	73	17	prevent	prevent	VERB
fis-3342	73	18	shearing	shearing	NOUN
fis-3342	73	19	of	of	ADP
fis-3342	73	20	concrete	concrete	NOUN
fis-3342	73	21	at	at	ADP
fis-3342	73	22	that	that	DET
fis-3342	73	23	level	level	NOUN
fis-3342	73	24	.	.	PUNCT
fis-3342	74	1	to	to	PART
fis-3342	74	2	achieve	achieve	VERB
fis-3342	74	3	full	full	ADJ
fis-3342	74	4	interaction	interaction	NOUN
fis-3342	74	5	,	,	PUNCT
fis-3342	74	6	sufficient	sufficient	ADJ
fis-3342	74	7	number	number	NOUN
fis-3342	74	8	of	of	ADP
fis-3342	74	9	single	single	ADJ
fis-3342	74	10	shear	shear	NOUN
fis-3342	74	11	connectors	connector	NOUN
fis-3342	74	12	was	be	AUX
fis-3342	74	13	used	use	VERB
fis-3342	74	14	to	to	PART
fis-3342	74	15	prevent	prevent	VERB
fis-3342	74	16	their	their	PRON
fis-3342	74	17	probable	probable	ADJ
fis-3342	74	18	failure	failure	NOUN
fis-3342	74	19	over	over	ADP
fis-3342	74	20	the	the	DET
fis-3342	74	21	main	main	ADJ
fis-3342	74	22	beams	beam	NOUN
fis-3342	74	23	46.6	46.6	NUM
fis-3342	74	24	18.4	18.4	NUM
fis-3342	74	25	73	73	NUM
fis-3342	74	26	m.	m.	NOUN
fis-3342	74	27	khalaf	khalaf	PROPN
fis-3342	74	28	et	et	PROPN
fis-3342	74	29	alii	alii	PROPN
fis-3342	74	30	,	,	PUNCT
fis-3342	74	31	frattura	frattura	PROPN
fis-3342	74	32	ed	ed	PROPN
fis-3342	74	33	integrità	integrità	PROPN
fis-3342	74	34	strutturale	strutturale	PROPN
fis-3342	74	35	,	,	PUNCT
fis-3342	74	36	61	61	NUM
fis-3342	74	37	(	(	PUNCT
fis-3342	74	38	2022	2022	NUM
fis-3342	74	39	)	)	PUNCT
fis-3342	74	40	308	308	NUM
fis-3342	74	41	-	-	SYM
fis-3342	74	42	326	326	NUM
fis-3342	74	43	;	;	PUNCT
fis-3342	74	44	doi	doi	NOUN
fis-3342	74	45	:	:	PUNCT
fis-3342	74	46	10.3221	10.3221	NUM
fis-3342	74	47	/	/	SYM
fis-3342	74	48	igf	igf	NOUN
fis-3342	74	49	-	-	ADJ
fis-3342	74	50	esis.61.21	esis.61.21	ADJ
fis-3342	74	51	312	312	NUM
fis-3342	74	52	till	till	SCONJ
fis-3342	74	53	failure	failure	NOUN
fis-3342	74	54	while	while	SCONJ
fis-3342	74	55	they	they	PRON
fis-3342	74	56	were	be	AUX
fis-3342	74	57	doubled	double	VERB
fis-3342	74	58	along	along	ADP
fis-3342	74	59	the	the	DET
fis-3342	74	60	edge	edge	NOUN
fis-3342	74	61	span	span	NOUN
fis-3342	74	62	quarters	quarter	NOUN
fis-3342	74	63	as	as	SCONJ
fis-3342	74	64	shown	show	VERB
fis-3342	74	65	in	in	ADP
fis-3342	74	66	fig	fig	NOUN
fis-3342	74	67	.	.	PUNCT
fis-3342	75	1	9	9	X
fis-3342	75	2	.	.	X
fis-3342	75	3	also	also	ADV
fis-3342	75	4	shear	shear	PROPN
fis-3342	75	5	connectors	connector	NOUN
fis-3342	75	6	spaced	space	VERB
fis-3342	75	7	by	by	ADP
fis-3342	75	8	10	10	NUM
fis-3342	75	9	cm	cm	NOUN
fis-3342	75	10	is	be	AUX
fis-3342	75	11	welded	weld	VERB
fis-3342	75	12	along	along	ADP
fis-3342	75	13	over	over	ADP
fis-3342	75	14	the	the	DET
fis-3342	75	15	secondary	secondary	ADJ
fis-3342	75	16	beams	beam	NOUN
fis-3342	75	17	.	.	PUNCT
fis-3342	76	1	figure	figure	NOUN
fis-3342	76	2	9	9	NUM
fis-3342	76	3	:	:	PUNCT
fis-3342	76	4	welded	weld	VERB
fis-3342	76	5	shear	shear	NOUN
fis-3342	76	6	studs	stud	NOUN
fis-3342	76	7	arrangement	arrangement	VERB
fis-3342	76	8	along	along	ADP
fis-3342	76	9	steel	steel	NOUN
fis-3342	76	10	beams	beam	NOUN
fis-3342	76	11	and	and	CCONJ
fis-3342	76	12	sheet	sheet	NOUN
fis-3342	76	13	ribs	rib	NOUN
fis-3342	76	14	;	;	PUNCT
fis-3342	76	15	(	(	PUNCT
fis-3342	76	16	m3	m3	PROPN
fis-3342	76	17	)	)	PUNCT
fis-3342	76	18	.	.	PUNCT
fis-3342	77	1	figure	figure	VERB
fis-3342	77	2	10	10	NUM
fis-3342	77	3	:	:	PUNCT
fis-3342	77	4	tensile	tensile	NOUN
fis-3342	77	5	test	test	NOUN
fis-3342	77	6	results	result	NOUN
fis-3342	77	7	of	of	ADP
fis-3342	77	8	used	used	ADJ
fis-3342	77	9	shear	shear	NOUN
fis-3342	77	10	studs	stud	NOUN
fis-3342	77	11	.	.	PUNCT
fis-3342	78	1	figure	figure	VERB
fis-3342	78	2	11	11	NUM
fis-3342	78	3	:	:	PUNCT
fis-3342	78	4	direct	direct	ADJ
fis-3342	78	5	shear	shear	NOUN
fis-3342	78	6	test	test	NOUN
fis-3342	78	7	results	result	NOUN
fis-3342	78	8	of	of	ADP
fis-3342	78	9	used	used	ADJ
fis-3342	78	10	shear	shear	NOUN
fis-3342	78	11	studs	stud	NOUN
fis-3342	78	12	.	.	PUNCT
fis-3342	79	1	m.	m.	PROPN
fis-3342	79	2	khalaf	khalaf	PROPN
fis-3342	79	3	et	et	PROPN
fis-3342	79	4	alii	alii	PROPN
fis-3342	79	5	,	,	PUNCT
fis-3342	79	6	frattura	frattura	PROPN
fis-3342	79	7	ed	ed	PROPN
fis-3342	79	8	integrità	integrità	PROPN
fis-3342	79	9	strutturale	strutturale	PROPN
fis-3342	79	10	,	,	PUNCT
fis-3342	79	11	61	61	NUM
fis-3342	79	12	(	(	PUNCT
fis-3342	79	13	2022	2022	NUM
fis-3342	79	14	)	)	PUNCT
fis-3342	79	15	308	308	NUM
fis-3342	79	16	-	-	SYM
fis-3342	79	17	326	326	NUM
fis-3342	79	18	;	;	PUNCT
fis-3342	79	19	doi	doi	NOUN
fis-3342	79	20	:	:	PUNCT
fis-3342	79	21	10.3221	10.3221	NUM
fis-3342	79	22	/	/	SYM
fis-3342	79	23	igf	igf	PROPN
fis-3342	79	24	-	-	ADJ
fis-3342	79	25	esis.61.21	esis.61.21	PROPN
fis-3342	79	26	313	313	NUM
fis-3342	79	27	a	a	DET
fis-3342	79	28	tensile	tensile	NOUN
fis-3342	79	29	test	test	NOUN
fis-3342	79	30	was	be	AUX
fis-3342	79	31	preformed	preform	VERB
fis-3342	79	32	to	to	PART
fis-3342	79	33	plot	plot	VERB
fis-3342	79	34	the	the	DET
fis-3342	79	35	load	load	NOUN
fis-3342	79	36	-	-	PUNCT
fis-3342	79	37	elongation	elongation	NOUN
fis-3342	79	38	curve	curve	NOUN
fis-3342	79	39	as	as	SCONJ
fis-3342	79	40	shown	show	VERB
fis-3342	79	41	in	in	ADP
fis-3342	79	42	fig	fig	NOUN
fis-3342	79	43	.	.	PUNCT
fis-3342	80	1	10	10	NUM
fis-3342	80	2	.	.	PUNCT
fis-3342	81	1	the	the	DET
fis-3342	81	2	modulus	modulus	NOUN
fis-3342	81	3	of	of	ADP
fis-3342	81	4	elasticity	elasticity	NOUN
fis-3342	81	5	was	be	AUX
fis-3342	81	6	found	find	VERB
fis-3342	81	7	to	to	PART
fis-3342	81	8	be	be	AUX
fis-3342	81	9	199075mpa	199075mpa	NUM
fis-3342	81	10	,	,	PUNCT
fis-3342	81	11	while	while	SCONJ
fis-3342	81	12	the	the	DET
fis-3342	81	13	yield	yield	NOUN
fis-3342	81	14	stress	stress	NOUN
fis-3342	81	15	was	be	AUX
fis-3342	81	16	equal	equal	ADJ
fis-3342	81	17	to	to	ADP
fis-3342	81	18	243.2mpa	243.2mpa	NUM
fis-3342	81	19	.	.	PUNCT
fis-3342	82	1	a	a	DET
fis-3342	82	2	direct	direct	ADJ
fis-3342	82	3	shear	shear	NOUN
fis-3342	82	4	test	test	NOUN
fis-3342	82	5	was	be	AUX
fis-3342	82	6	also	also	ADV
fis-3342	82	7	performed	perform	VERB
fis-3342	82	8	which	which	PRON
fis-3342	82	9	resulted	result	VERB
fis-3342	82	10	in	in	ADP
fis-3342	82	11	that	that	SCONJ
fis-3342	82	12	the	the	DET
fis-3342	82	13	maximum	maximum	ADJ
fis-3342	82	14	shear	shear	NOUN
fis-3342	82	15	capacity	capacity	NOUN
fis-3342	82	16	of	of	ADP
fis-3342	82	17	the	the	DET
fis-3342	82	18	shear	shear	NOUN
fis-3342	82	19	connectors	connector	NOUN
fis-3342	82	20	equals	equal	VERB
fis-3342	82	21	242.2mpa	242.2mpa	NOUN
fis-3342	82	22	.	.	PUNCT
fis-3342	83	1	fig	fig	NOUN
fis-3342	83	2	.	.	PUNCT
fis-3342	84	1	11	11	NUM
fis-3342	84	2	shows	show	VERB
fis-3342	84	3	plotting	plot	VERB
fis-3342	84	4	of	of	ADP
fis-3342	84	5	load	load	NOUN
fis-3342	84	6	-	-	PUNCT
fis-3342	84	7	deflection	deflection	NOUN
fis-3342	84	8	"	"	PUNCT
fis-3342	84	9	shear	shear	NOUN
fis-3342	84	10	displacement	displacement	NOUN
fis-3342	84	11	"	"	PUNCT
fis-3342	84	12	gained	gain	VERB
fis-3342	84	13	results	result	NOUN
fis-3342	84	14	.	.	PUNCT
fis-3342	85	1	reinforcing	reinforce	VERB
fis-3342	85	2	steel	steel	NOUN
fis-3342	85	3	bars	bar	NOUN
fis-3342	85	4	the	the	DET
fis-3342	85	5	british	british	PROPN
fis-3342	85	6	standard	standard	PROPN
fis-3342	85	7	recommended	recommend	VERB
fis-3342	85	8	the	the	DET
fis-3342	85	9	use	use	NOUN
fis-3342	85	10	of	of	ADP
fis-3342	85	11	a	a	DET
fis-3342	85	12	special	special	ADJ
fis-3342	85	13	steel	steel	NOUN
fis-3342	85	14	reinforcing	reinforce	VERB
fis-3342	85	15	mesh	mesh	NOUN
fis-3342	85	16	where	where	SCONJ
fis-3342	85	17	a	a	DET
fis-3342	85	18	concentrated	concentrated	ADJ
fis-3342	85	19	or	or	CCONJ
fis-3342	85	20	line	line	NOUN
fis-3342	85	21	loads	load	NOUN
fis-3342	85	22	exerted	exert	VERB
fis-3342	85	23	.	.	PUNCT
fis-3342	86	1	so	so	ADV
fis-3342	86	2	,	,	PUNCT
fis-3342	86	3	a	a	DET
fis-3342	86	4	top	top	ADJ
fis-3342	86	5	mesh	mesh	NOUN
fis-3342	86	6	of	of	ADP
fis-3342	86	7	plain	plain	ADJ
fis-3342	86	8	steel	steel	NOUN
fis-3342	86	9	bar	bar	NOUN
fis-3342	86	10	(	(	PUNCT
fis-3342	86	11	6.5	6.5	NUM
fis-3342	86	12			NOUN
fis-3342	86	13	6mm	6mm	NOUN
fis-3342	86	14	/	/	SYM
fis-3342	86	15	m	m	NOUN
fis-3342	86	16	)	)	PUNCT
fis-3342	86	17	in	in	ADP
fis-3342	86	18	two	two	NUM
fis-3342	86	19	directions	direction	NOUN
fis-3342	86	20	within	within	ADP
fis-3342	86	21	concrete	concrete	ADJ
fis-3342	86	22	layer	layer	NOUN
fis-3342	86	23	keeping	keep	VERB
fis-3342	86	24	1.5	1.5	NUM
fis-3342	86	25	cm	cm	NOUN
fis-3342	86	26	concrete	concrete	ADJ
fis-3342	86	27	cover	cover	NOUN
fis-3342	86	28	was	be	AUX
fis-3342	86	29	fabricated	fabricate	VERB
fis-3342	86	30	to	to	PART
fis-3342	86	31	resist	resist	VERB
fis-3342	86	32	the	the	DET
fis-3342	86	33	negative	negative	ADJ
fis-3342	86	34	moments	moment	NOUN
fis-3342	86	35	,	,	PUNCT
fis-3342	86	36	as	as	SCONJ
fis-3342	86	37	shown	show	VERB
fis-3342	86	38	in	in	ADP
fis-3342	86	39	fig.12	fig.12	NOUN
fis-3342	86	40	.	.	PUNCT
fis-3342	86	41	figure	figure	NOUN
fis-3342	86	42	12	12	NUM
fis-3342	86	43	:	:	PUNCT
fis-3342	86	44	reinforcing	reinforce	VERB
fis-3342	86	45	steel	steel	NOUN
fis-3342	86	46	bars	bar	NOUN
fis-3342	86	47	top	top	ADJ
fis-3342	86	48	mesh	mesh	NOUN
fis-3342	86	49	;	;	PUNCT
fis-3342	86	50	(	(	PUNCT
fis-3342	86	51	m1	m1	NOUN
fis-3342	86	52	)	)	PUNCT
fis-3342	86	53	.	.	PUNCT
fis-3342	87	1	concrete	concrete	VERB
fis-3342	87	2	the	the	DET
fis-3342	87	3	concrete	concrete	ADJ
fis-3342	87	4	mix	mix	NOUN
fis-3342	87	5	is	be	AUX
fis-3342	87	6	designed	design	VERB
fis-3342	87	7	to	to	PART
fis-3342	87	8	give	give	VERB
fis-3342	87	9	minimum	minimum	ADJ
fis-3342	87	10	cube	cube	NOUN
fis-3342	87	11	strength	strength	NOUN
fis-3342	87	12	of	of	ADP
fis-3342	87	13	24.5mpa	24.5mpa	NUM
fis-3342	87	14	after	after	ADP
fis-3342	87	15	28	28	NUM
fis-3342	87	16	days	day	NOUN
fis-3342	87	17	.	.	PUNCT
fis-3342	88	1	tab	tab	NOUN
fis-3342	88	2	.	.	PUNCT
fis-3342	89	1	(	(	PUNCT
fis-3342	89	2	4	4	X
fis-3342	89	3	)	)	PUNCT
fis-3342	89	4	shows	show	VERB
fis-3342	89	5	the	the	DET
fis-3342	89	6	used	used	ADJ
fis-3342	89	7	concrete	concrete	ADJ
fis-3342	89	8	characteristics	characteristic	NOUN
fis-3342	89	9	.	.	PUNCT
fis-3342	90	1	characteristic	characteristic	ADJ
fis-3342	90	2	actual	actual	ADJ
fis-3342	90	3	result	result	NOUN
fis-3342	90	4	m1	m1	PROPN
fis-3342	90	5	m2	m2	PROPN
fis-3342	90	6	m3	m3	PROPN
fis-3342	90	7	cube	cube	NOUN
fis-3342	90	8	strength	strength	NOUN
fis-3342	90	9	after	after	ADP
fis-3342	90	10	180	180	NUM
fis-3342	90	11	day	day	NOUN
fis-3342	90	12	;	;	PUNCT
fis-3342	90	13	fcu	fcu	X
fis-3342	90	14	(	(	PUNCT
fis-3342	90	15	mpa	mpa	PROPN
fis-3342	90	16	)	)	PUNCT
fis-3342	90	17	32.5	32.5	NUM
fis-3342	90	18	31.8	31.8	NUM
fis-3342	90	19	30.7	30.7	NUM
fis-3342	90	20	flexural	flexural	ADJ
fis-3342	90	21	strength	strength	NOUN
fis-3342	90	22	;	;	PUNCT
fis-3342	90	23	fr	fr	PROPN
fis-3342	90	24	(	(	PUNCT
fis-3342	90	25	mpa	mpa	PROPN
fis-3342	90	26	)	)	PUNCT
fis-3342	90	27	4.88	4.88	NUM
fis-3342	90	28	4.19	4.19	NUM
fis-3342	90	29	4.07	4.07	NUM
fis-3342	90	30	modulus	modulus	NOUN
fis-3342	90	31	of	of	ADP
fis-3342	90	32	elasticity	elasticity	NOUN
fis-3342	90	33	*	*	PUNCT
fis-3342	90	34	;	;	PUNCT
fis-3342	90	35	ec	ec	PROPN
fis-3342	90	36	(	(	PUNCT
fis-3342	90	37	mpa	mpa	PROPN
fis-3342	90	38	)	)	PUNCT
fis-3342	90	39	24923.6	24923.6	NUM
fis-3342	90	40	24542.6	24542.6	NUM
fis-3342	90	41	24417	24417	NUM
fis-3342	90	42	slump	slump	NOUN
fis-3342	90	43	value	value	NOUN
fis-3342	90	44	(	(	PUNCT
fis-3342	90	45	cm	cm	NOUN
fis-3342	90	46	)	)	PUNCT
fis-3342	90	47	4.5	4.5	NUM
fis-3342	90	48	4.3	4.3	NUM
fis-3342	90	49	4.4	4.4	NUM
fis-3342	90	50	concrete	concrete	ADJ
fis-3342	90	51	volume	volume	NOUN
fis-3342	90	52	weight	weight	NOUN
fis-3342	90	53	;	;	PUNCT
fis-3342	90	54	c	c	X
fis-3342	90	55	(	(	PUNCT
fis-3342	90	56	kg	kg	NOUN
fis-3342	90	57	/	/	SYM
fis-3342	90	58	cm3	cm3	NOUN
fis-3342	90	59	)	)	PUNCT
fis-3342	90	60	2377	2377	NUM
fis-3342	90	61	2370	2370	NUM
fis-3342	90	62	2390	2390	NUM
fis-3342	90	63	table	table	NOUN
fis-3342	90	64	4	4	NUM
fis-3342	90	65	:	:	PUNCT
fis-3342	90	66	experimental	experimental	ADJ
fis-3342	90	67	models	model	NOUN
fis-3342	90	68	concrete	concrete	ADJ
fis-3342	90	69	characteristics	characteristic	NOUN
fis-3342	90	70	.	.	PUNCT
fis-3342	91	1	*	*	PUNCT
fis-3342	91	2	modulus	modulus	NOUN
fis-3342	91	3	of	of	ADP
fis-3342	91	4	elasticity	elasticity	NOUN
fis-3342	91	5	is	be	AUX
fis-3342	91	6	determined	determine	VERB
fis-3342	91	7	as	as	SCONJ
fis-3342	91	8	follows	follow	VERB
fis-3342	91	9	;	;	PUNCT
fis-3342	92	1	[	[	X
fis-3342	92	2	17	17	NUM
fis-3342	92	3	]	]	X
fis-3342	92	4	:	:	PUNCT
fis-3342	92	5	ec	ec	X
fis-3342	92	6	=	=	PUNCT
fis-3342	92	7	0.043	0.043	NUM
fis-3342	92	8	×	×	NOUN
fis-3342	92	9	(	(	PUNCT
fis-3342	92	10	γc)1.5×	γc)1.5×	NOUN
fis-3342	92	11	(	(	PUNCT
fis-3342	92	12	fc`)0.5	fc`)0.5	NUM
fis-3342	92	13	where	where	SCONJ
fis-3342	92	14	:	:	PUNCT
fis-3342	92	15	ec	ec	PROPN
fis-3342	92	16	:	:	PUNCT
fis-3342	92	17	concrete	concrete	ADJ
fis-3342	92	18	modulus	modulus	NOUN
fis-3342	92	19	of	of	ADP
fis-3342	92	20	elasticity	elasticity	NOUN
fis-3342	92	21	(	(	PUNCT
fis-3342	92	22	mpa	mpa	PROPN
fis-3342	92	23	)	)	PUNCT
fis-3342	92	24	.	.	PUNCT
fis-3342	93	1	γc	γc	PROPN
fis-3342	93	2	:	:	PUNCT
fis-3342	93	3	concrete	concrete	ADJ
fis-3342	93	4	volume	volume	NOUN
fis-3342	93	5	weight	weight	NOUN
fis-3342	93	6	(	(	PUNCT
fis-3342	93	7	kg	kg	NOUN
fis-3342	93	8	/	/	SYM
fis-3342	93	9	m3	m3	PROPN
fis-3342	93	10	)	)	PUNCT
fis-3342	93	11	.	.	PUNCT
fis-3342	94	1	fc	fc	X
fis-3342	94	2	`	`	PUNCT
fis-3342	94	3	:	:	PUNCT
fis-3342	94	4	cylinder	cylinder	NOUN
fis-3342	94	5	compressive	compressive	ADJ
fis-3342	94	6	strength	strength	NOUN
fis-3342	94	7	as	as	ADP
fis-3342	94	8	a	a	DET
fis-3342	94	9	function	function	NOUN
fis-3342	94	10	of	of	ADP
fis-3342	94	11	fcu	fcu	PROPN
fis-3342	94	12	(	(	PUNCT
fis-3342	94	13	mpa	mpa	PROPN
fis-3342	94	14	)	)	PUNCT
fis-3342	94	15	;	;	PUNCT
fis-3342	95	1	[	[	X
fis-3342	95	2	15	15	NUM
fis-3342	95	3	]	]	PUNCT
fis-3342	95	4	.	.	PUNCT
fis-3342	96	1	m.	m.	PROPN
fis-3342	96	2	khalaf	khalaf	PROPN
fis-3342	96	3	et	et	PROPN
fis-3342	96	4	alii	alii	PROPN
fis-3342	96	5	,	,	PUNCT
fis-3342	96	6	frattura	frattura	PROPN
fis-3342	96	7	ed	ed	PROPN
fis-3342	96	8	integrità	integrità	PROPN
fis-3342	96	9	strutturale	strutturale	PROPN
fis-3342	96	10	,	,	PUNCT
fis-3342	96	11	61	61	NUM
fis-3342	96	12	(	(	PUNCT
fis-3342	96	13	2022	2022	NUM
fis-3342	96	14	)	)	PUNCT
fis-3342	96	15	308	308	NUM
fis-3342	96	16	-	-	SYM
fis-3342	96	17	326	326	NUM
fis-3342	96	18	;	;	PUNCT
fis-3342	96	19	doi	doi	NOUN
fis-3342	96	20	:	:	PUNCT
fis-3342	96	21	10.3221	10.3221	NUM
fis-3342	96	22	/	/	SYM
fis-3342	96	23	igf	igf	PROPN
fis-3342	96	24	-	-	ADJ
fis-3342	96	25	esis.61.21	esis.61.21	ADJ
fis-3342	96	26	314	314	NUM
fis-3342	96	27	loading	loading	NOUN
fis-3342	96	28	system	system	NOUN
fis-3342	96	29	arrangement	arrangement	NOUN
fis-3342	96	30	uniform	uniform	NOUN
fis-3342	96	31	distributed	distribute	VERB
fis-3342	96	32	load	load	NOUN
fis-3342	96	33	o	o	NOUN
fis-3342	96	34	achieve	achieve	VERB
fis-3342	96	35	ultimate	ultimate	ADJ
fis-3342	96	36	benefits	benefit	NOUN
fis-3342	96	37	of	of	ADP
fis-3342	96	38	the	the	DET
fis-3342	96	39	expensive	expensive	ADJ
fis-3342	96	40	experimental	experimental	ADJ
fis-3342	96	41	laboratory	laboratory	NOUN
fis-3342	96	42	fabricated	fabricate	VERB
fis-3342	96	43	models	model	NOUN
fis-3342	96	44	,	,	PUNCT
fis-3342	96	45	all	all	PRON
fis-3342	96	46	of	of	ADP
fis-3342	96	47	them	they	PRON
fis-3342	96	48	were	be	AUX
fis-3342	96	49	loaded	load	VERB
fis-3342	96	50	by	by	ADP
fis-3342	96	51	uniform	uniform	ADJ
fis-3342	96	52	load	load	NOUN
fis-3342	96	53	(	(	PUNCT
fis-3342	96	54	within	within	ADP
fis-3342	96	55	elastic	elastic	ADJ
fis-3342	96	56	zone	zone	NOUN
fis-3342	96	57	to	to	PART
fis-3342	96	58	avoid	avoid	VERB
fis-3342	96	59	early	early	ADJ
fis-3342	96	60	bad	bad	ADJ
fis-3342	96	61	local	local	ADJ
fis-3342	96	62	effects	effect	NOUN
fis-3342	96	63	of	of	ADP
fis-3342	96	64	concentrated	concentrated	ADJ
fis-3342	96	65	load	load	NOUN
fis-3342	96	66	on	on	ADP
fis-3342	96	67	models	model	NOUN
fis-3342	96	68	top	top	VERB
fis-3342	96	69	concrete	concrete	ADJ
fis-3342	96	70	layers	layer	NOUN
fis-3342	96	71	and	and	CCONJ
fis-3342	96	72	to	to	PART
fis-3342	96	73	achieve	achieve	VERB
fis-3342	96	74	;	;	PUNCT
fis-3342	96	75	as	as	ADV
fis-3342	96	76	possible	possible	ADJ
fis-3342	96	77	as	as	SCONJ
fis-3342	96	78	could	could	AUX
fis-3342	96	79	;	;	PUNCT
fis-3342	96	80	a	a	DET
fis-3342	96	81	practical	practical	ADJ
fis-3342	96	82	loading	loading	NOUN
fis-3342	96	83	manner	manner	NOUN
fis-3342	96	84	for	for	ADP
fis-3342	96	85	early	early	ADJ
fis-3342	96	86	specific	specific	ADJ
fis-3342	96	87	ranges	range	NOUN
fis-3342	96	88	of	of	ADP
fis-3342	96	89	models	model	NOUN
fis-3342	96	90	ultimate	ultimate	ADJ
fis-3342	96	91	capacities	capacity	NOUN
fis-3342	96	92	)	)	PUNCT
fis-3342	96	93	.	.	PUNCT
fis-3342	97	1	the	the	DET
fis-3342	97	2	uniform	uniform	ADJ
fis-3342	97	3	load	load	NOUN
fis-3342	97	4	was	be	AUX
fis-3342	97	5	simply	simply	ADV
fis-3342	97	6	achieved	achieve	VERB
fis-3342	97	7	by	by	ADP
fis-3342	97	8	volume	volume	NOUN
fis-3342	97	9	weight	weight	NOUN
fis-3342	97	10	of	of	ADP
fis-3342	97	11	uniformly	uniformly	ADV
fis-3342	97	12	distributed	distribute	VERB
fis-3342	97	13	sand	sand	NOUN
fis-3342	97	14	layer	layer	NOUN
fis-3342	97	15	with	with	ADP
fis-3342	97	16	total	total	ADJ
fis-3342	97	17	thickness	thickness	NOUN
fis-3342	97	18	of	of	ADP
fis-3342	97	19	10	10	NUM
fis-3342	97	20	cm	cm	NOUN
fis-3342	97	21	which	which	PRON
fis-3342	97	22	was	be	AUX
fis-3342	97	23	applied	apply	VERB
fis-3342	97	24	by	by	ADP
fis-3342	97	25	means	mean	NOUN
fis-3342	97	26	of	of	ADP
fis-3342	97	27	four	four	NUM
fis-3342	97	28	sequential	sequential	ADJ
fis-3342	97	29	layers	layer	NOUN
fis-3342	97	30	each	each	PRON
fis-3342	97	31	of	of	ADP
fis-3342	97	32	2.5	2.5	NUM
fis-3342	97	33	cm	cm	NOUN
fis-3342	97	34	thickness	thickness	NOUN
fis-3342	97	35	to	to	PART
fis-3342	97	36	permit	permit	VERB
fis-3342	97	37	recording	record	VERB
fis-3342	97	38	various	various	ADJ
fis-3342	97	39	structural	structural	ADJ
fis-3342	97	40	behavior	behavior	NOUN
fis-3342	97	41	aspects	aspect	NOUN
fis-3342	97	42	due	due	ADP
fis-3342	97	43	to	to	ADP
fis-3342	97	44	each	each	DET
fis-3342	97	45	layer	layer	NOUN
fis-3342	97	46	weight	weight	NOUN
fis-3342	97	47	application	application	NOUN
fis-3342	97	48	.	.	PUNCT
fis-3342	98	1	each	each	DET
fis-3342	98	2	layer	layer	NOUN
fis-3342	98	3	represents	represent	VERB
fis-3342	98	4	a	a	DET
fis-3342	98	5	uniform	uniform	ADJ
fis-3342	98	6	load	load	NOUN
fis-3342	98	7	of	of	ADP
fis-3342	98	8	4.413mpa	4.413mpa	NOUN
fis-3342	98	9	with	with	ADP
fis-3342	98	10	a	a	DET
fis-3342	98	11	final	final	ADJ
fis-3342	98	12	total	total	ADJ
fis-3342	98	13	uniform	uniform	NOUN
fis-3342	98	14	load	load	NOUN
fis-3342	98	15	intensity	intensity	NOUN
fis-3342	98	16	of	of	ADP
fis-3342	98	17	approximately	approximately	ADV
fis-3342	98	18	17.652mpa	17.652mpa	NOUN
fis-3342	98	19	,	,	PUNCT
fis-3342	98	20	as	as	SCONJ
fis-3342	98	21	shown	show	VERB
fis-3342	98	22	in	in	ADP
fis-3342	98	23	fig	fig	NOUN
fis-3342	98	24	.	.	PUNCT
fis-3342	99	1	13	13	NUM
fis-3342	99	2	.	.	PUNCT
fis-3342	100	1	(	(	PUNCT
fis-3342	100	2	a	a	X
fis-3342	100	3	)	)	PUNCT
fis-3342	100	4	(	(	PUNCT
fis-3342	100	5	b	b	X
fis-3342	100	6	)	)	PUNCT
fis-3342	100	7	figure	figure	NOUN
fis-3342	100	8	13	13	NUM
fis-3342	100	9	:	:	PUNCT
fis-3342	100	10	final	final	ADJ
fis-3342	100	11	state	state	NOUN
fis-3342	100	12	of	of	ADP
fis-3342	100	13	sand	sand	NOUN
fis-3342	100	14	layers	layer	NOUN
fis-3342	100	15	application	application	NOUN
fis-3342	100	16	(	(	PUNCT
fis-3342	100	17	uniform	uniform	ADJ
fis-3342	100	18	distributed	distribute	VERB
fis-3342	100	19	load	load	NOUN
fis-3342	100	20	)	)	PUNCT
fis-3342	100	21	.	.	PUNCT
fis-3342	101	1	(	(	PUNCT
fis-3342	101	2	a	a	X
fis-3342	101	3	)	)	PUNCT
fis-3342	101	4	uniform	uniform	ADJ
fis-3342	101	5	load	load	NOUN
fis-3342	101	6	(	(	PUNCT
fis-3342	101	7	m1	m1	PROPN
fis-3342	101	8	)	)	PUNCT
fis-3342	101	9	;	;	PUNCT
fis-3342	101	10	(	(	PUNCT
fis-3342	101	11	b	b	X
fis-3342	101	12	)	)	PUNCT
fis-3342	101	13	uniform	uniform	ADJ
fis-3342	101	14	load	load	NOUN
fis-3342	101	15	(	(	PUNCT
fis-3342	101	16	m2	m2	PROPN
fis-3342	101	17	)	)	PUNCT
fis-3342	101	18	.	.	PUNCT
fis-3342	102	1	concentrated	concentrated	PROPN
fis-3342	102	2	loads	load	VERB
fis-3342	102	3	a	a	DET
fis-3342	102	4	steel	steel	NOUN
fis-3342	102	5	loading	loading	NOUN
fis-3342	102	6	frame	frame	NOUN
fis-3342	102	7	(	(	PUNCT
fis-3342	102	8	of	of	ADP
fis-3342	102	9	rigid	rigid	ADJ
fis-3342	102	10	fabricated	fabricate	VERB
fis-3342	102	11	hot	hot	ADJ
fis-3342	102	12	rolled	roll	VERB
fis-3342	102	13	and	and	CCONJ
fis-3342	102	14	built	build	VERB
fis-3342	102	15	-	-	PUNCT
fis-3342	102	16	up	up	ADP
fis-3342	102	17	section	section	NOUN
fis-3342	102	18	beams	beam	NOUN
fis-3342	102	19	system	system	NOUN
fis-3342	102	20	)	)	PUNCT
fis-3342	102	21	was	be	AUX
fis-3342	102	22	designed	design	VERB
fis-3342	102	23	to	to	PART
fis-3342	102	24	perform	perform	VERB
fis-3342	102	25	models	model	NOUN
fis-3342	102	26	testing	test	VERB
fis-3342	102	27	by	by	ADP
fis-3342	102	28	means	mean	NOUN
fis-3342	102	29	of	of	ADP
fis-3342	102	30	a	a	DET
fis-3342	102	31	hydraulic	hydraulic	ADJ
fis-3342	102	32	jack	jack	NOUN
fis-3342	102	33	load	load	VERB
fis-3342	102	34	maximum	maximum	ADJ
fis-3342	102	35	capacity	capacity	NOUN
fis-3342	102	36	of	of	ADP
fis-3342	102	37	490kn	490kn	NOUN
fis-3342	102	38	till	till	SCONJ
fis-3342	102	39	failure	failure	NOUN
fis-3342	102	40	.	.	PUNCT
fis-3342	103	1	the	the	DET
fis-3342	103	2	jack	jack	PROPN
fis-3342	103	3	load	load	NOUN
fis-3342	103	4	was	be	AUX
fis-3342	103	5	divided	divide	VERB
fis-3342	103	6	to	to	ADP
fis-3342	103	7	six	six	NUM
fis-3342	103	8	load	load	NOUN
fis-3342	103	9	points	point	NOUN
fis-3342	103	10	exerting	exert	VERB
fis-3342	103	11	concentrated	concentrate	VERB
fis-3342	103	12	loads	load	NOUN
fis-3342	103	13	at	at	ADP
fis-3342	103	14	main	main	ADJ
fis-3342	103	15	supporting	support	VERB
fis-3342	103	16	steel	steel	NOUN
fis-3342	103	17	beams	beam	NOUN
fis-3342	103	18	spans	span	VERB
fis-3342	103	19	thirds	third	NOUN
fis-3342	103	20	;	;	PUNCT
fis-3342	103	21	approximately	approximately	ADV
fis-3342	103	22	;	;	PUNCT
fis-3342	103	23	as	as	SCONJ
fis-3342	103	24	shown	show	VERB
fis-3342	103	25	in	in	ADP
fis-3342	103	26	fig	fig	NOUN
fis-3342	103	27	.	.	PUNCT
fis-3342	104	1	14	14	NUM
fis-3342	104	2	.	.	PUNCT
fis-3342	105	1	figure	figure	NOUN
fis-3342	105	2	14	14	NUM
fis-3342	105	3	:	:	PUNCT
fis-3342	105	4	loading	loading	NOUN
fis-3342	105	5	system	system	NOUN
fis-3342	105	6	arrangements	arrangement	NOUN
fis-3342	105	7	(	(	PUNCT
fis-3342	105	8	concentrated	concentrate	VERB
fis-3342	105	9	loads	load	NOUN
fis-3342	105	10	)	)	PUNCT
fis-3342	105	11	.	.	PUNCT
fis-3342	106	1	t	t	PROPN
fis-3342	106	2	m.	m.	NOUN
fis-3342	106	3	khalaf	khalaf	PROPN
fis-3342	106	4	et	et	PROPN
fis-3342	106	5	alii	alii	PROPN
fis-3342	106	6	,	,	PUNCT
fis-3342	106	7	frattura	frattura	PROPN
fis-3342	106	8	ed	ed	PROPN
fis-3342	106	9	integrità	integrità	PROPN
fis-3342	106	10	strutturale	strutturale	PROPN
fis-3342	106	11	,	,	PUNCT
fis-3342	106	12	61	61	NUM
fis-3342	106	13	(	(	PUNCT
fis-3342	106	14	2022	2022	NUM
fis-3342	106	15	)	)	PUNCT
fis-3342	106	16	308	308	NUM
fis-3342	106	17	-	-	SYM
fis-3342	106	18	326	326	NUM
fis-3342	106	19	;	;	PUNCT
fis-3342	106	20	doi	doi	NOUN
fis-3342	106	21	:	:	PUNCT
fis-3342	106	22	10.3221	10.3221	NUM
fis-3342	106	23	/	/	SYM
fis-3342	106	24	igf	igf	PROPN
fis-3342	106	25	-	-	ADJ
fis-3342	106	26	esis.61.21	esis.61.21	ADJ
fis-3342	106	27	315	315	NUM
fis-3342	106	28	models	model	NOUN
fis-3342	106	29	measurements	measurement	VERB
fis-3342	106	30	instrumentations	instrumentation	NOUN
fis-3342	106	31	ll	ll	AUX
fis-3342	106	32	models	model	VERB
fis-3342	106	33	instrumentations	instrumentation	NOUN
fis-3342	106	34	seizing	seize	VERB
fis-3342	106	35	laboratory	laboratory	NOUN
fis-3342	106	36	resources	resource	NOUN
fis-3342	106	37	as	as	ADP
fis-3342	106	38	possible	possible	ADJ
fis-3342	106	39	as	as	SCONJ
fis-3342	106	40	could	could	AUX
fis-3342	106	41	are	be	AUX
fis-3342	106	42	globally	globally	ADV
fis-3342	106	43	shown	show	VERB
fis-3342	106	44	in	in	ADP
fis-3342	106	45	fig	fig	NOUN
fis-3342	106	46	.	.	PUNCT
fis-3342	107	1	15	15	NUM
fis-3342	107	2	.	.	X
fis-3342	107	3	strain	strain	VERB
fis-3342	107	4	two	two	NUM
fis-3342	107	5	types	type	NOUN
fis-3342	107	6	of	of	ADP
fis-3342	107	7	strain	strain	NOUN
fis-3342	107	8	gauges	gauge	NOUN
fis-3342	107	9	with	with	ADP
fis-3342	107	10	length	length	NOUN
fis-3342	107	11	of	of	ADP
fis-3342	107	12	20	20	NUM
fis-3342	107	13	and	and	CCONJ
fis-3342	107	14	67	67	NUM
fis-3342	107	15	mm	mm	NOUN
fis-3342	107	16	were	be	AUX
fis-3342	107	17	used	use	VERB
fis-3342	107	18	to	to	PART
fis-3342	107	19	determine	determine	VERB
fis-3342	107	20	the	the	DET
fis-3342	107	21	strain	strain	NOUN
fis-3342	107	22	in	in	ADP
fis-3342	107	23	steel	steel	NOUN
fis-3342	107	24	and	and	CCONJ
fis-3342	107	25	concrete	concrete	NOUN
fis-3342	107	26	respectively	respectively	ADV
fis-3342	107	27	,	,	PUNCT
fis-3342	107	28	connected	connect	VERB
fis-3342	107	29	to	to	ADP
fis-3342	107	30	data	data	NOUN
fis-3342	107	31	-	-	PUNCT
fis-3342	107	32	logger	logger	NOUN
fis-3342	107	33	,	,	PUNCT
fis-3342	107	34	which	which	PRON
fis-3342	107	35	is	be	AUX
fis-3342	107	36	instrumented	instrument	VERB
fis-3342	107	37	with	with	ADP
fis-3342	107	38	a	a	DET
fis-3342	107	39	printer	printer	NOUN
fis-3342	107	40	to	to	PART
fis-3342	107	41	record	record	VERB
fis-3342	107	42	the	the	DET
fis-3342	107	43	results	result	NOUN
fis-3342	107	44	as	as	SCONJ
fis-3342	107	45	shown	show	VERB
fis-3342	107	46	in	in	ADP
fis-3342	107	47	fig	fig	NOUN
fis-3342	107	48	.	.	PUNCT
fis-3342	108	1	16	16	NUM
fis-3342	108	2	.	.	PUNCT
fis-3342	109	1	figure	figure	NOUN
fis-3342	109	2	15	15	NUM
fis-3342	109	3	:	:	PUNCT
fis-3342	109	4	models	model	NOUN
fis-3342	109	5	measuring	measure	VERB
fis-3342	109	6	instrumentations	instrumentation	NOUN
fis-3342	109	7	overview	overview	NOUN
fis-3342	109	8	;	;	PUNCT
fis-3342	109	9	(	(	PUNCT
fis-3342	109	10	m1	m1	NOUN
fis-3342	109	11	)	)	PUNCT
fis-3342	109	12	.	.	PUNCT
fis-3342	110	1	figure	figure	VERB
fis-3342	110	2	16	16	NUM
fis-3342	110	3	:	:	PUNCT
fis-3342	110	4	strain	strain	VERB
fis-3342	110	5	electrical	electrical	ADJ
fis-3342	110	6	recording	recording	NOUN
fis-3342	110	7	system	system	NOUN
fis-3342	110	8	;	;	PUNCT
fis-3342	110	9	(	(	PUNCT
fis-3342	110	10	m1	m1	NOUN
fis-3342	110	11	)	)	PUNCT
fis-3342	110	12	.	.	PUNCT
fis-3342	111	1	before	before	ADP
fis-3342	111	2	casting	cast	VERB
fis-3342	111	3	stage	stage	NOUN
fis-3342	111	4	electrical	electrical	ADJ
fis-3342	111	5	sensitive	sensitive	ADJ
fis-3342	111	6	strain	strain	NOUN
fis-3342	111	7	gauges	gauge	NOUN
fis-3342	111	8	(	(	PUNCT
fis-3342	111	9	which	which	PRON
fis-3342	111	10	were	be	AUX
fis-3342	111	11	embedded	embed	VERB
fis-3342	111	12	in	in	ADP
fis-3342	111	13	the	the	DET
fis-3342	111	14	concrete	concrete	ADJ
fis-3342	111	15	slab	slab	NOUN
fis-3342	111	16	layer	layer	NOUN
fis-3342	111	17	)	)	PUNCT
fis-3342	111	18	were	be	AUX
fis-3342	111	19	perfectly	perfectly	ADV
fis-3342	111	20	attached	attach	VERB
fis-3342	111	21	and	and	CCONJ
fis-3342	111	22	fixed	fix	VERB
fis-3342	111	23	to	to	ADP
fis-3342	111	24	certain	certain	ADJ
fis-3342	111	25	reinforced	reinforce	VERB
fis-3342	111	26	steel	steel	NOUN
fis-3342	111	27	bars	bar	NOUN
fis-3342	111	28	before	before	ADP
fis-3342	111	29	pouring	pour	VERB
fis-3342	111	30	concrete	concrete	NOUN
fis-3342	111	31	to	to	ADP
fis-3342	111	32	record	record	VERB
fis-3342	111	33	strain	strain	NOUN
fis-3342	111	34	variation	variation	NOUN
fis-3342	111	35	for	for	ADP
fis-3342	111	36	the	the	DET
fis-3342	111	37	sake	sake	NOUN
fis-3342	111	38	of	of	ADP
fis-3342	111	39	predicting	predict	VERB
fis-3342	111	40	the	the	DET
fis-3342	111	41	effective	effective	ADJ
fis-3342	111	42	width	width	NOUN
fis-3342	111	43	of	of	ADP
fis-3342	111	44	the	the	DET
fis-3342	111	45	slab	slab	NOUN
fis-3342	111	46	at	at	ADP
fis-3342	111	47	its	its	PRON
fis-3342	111	48	mid	mid	NOUN
fis-3342	111	49	-	-	NOUN
fis-3342	111	50	span	span	NOUN
fis-3342	111	51	during	during	ADP
fis-3342	111	52	all	all	DET
fis-3342	111	53	loading	loading	NOUN
fis-3342	111	54	stages	stage	NOUN
fis-3342	111	55	till	till	SCONJ
fis-3342	111	56	failure	failure	NOUN
fis-3342	111	57	as	as	SCONJ
fis-3342	111	58	shown	show	VERB
fis-3342	111	59	in	in	ADP
fis-3342	111	60	fig	fig	NOUN
fis-3342	111	61	.	.	PUNCT
fis-3342	112	1	17	17	NUM
fis-3342	112	2	.	.	PUNCT
fis-3342	113	1	for	for	ADP
fis-3342	113	2	all	all	DET
fis-3342	113	3	models	model	NOUN
fis-3342	113	4	,	,	PUNCT
fis-3342	113	5	strain	strain	VERB
fis-3342	113	6	readings	reading	NOUN
fis-3342	113	7	at	at	ADP
fis-3342	113	8	bottom	bottom	ADJ
fis-3342	113	9	flanges	flange	NOUN
fis-3342	113	10	mid	mid	NOUN
fis-3342	113	11	-	-	NOUN
fis-3342	113	12	span	span	NOUN
fis-3342	113	13	of	of	ADP
fis-3342	113	14	main	main	ADJ
fis-3342	113	15	supporting	support	VERB
fis-3342	113	16	steel	steel	NOUN
fis-3342	113	17	beams	beam	NOUN
fis-3342	113	18	(	(	PUNCT
fis-3342	113	19	interior	interior	ADJ
fis-3342	113	20	one	one	NUM
fis-3342	113	21	with	with	ADP
fis-3342	113	22	t	t	PROPN
fis-3342	113	23	-	-	PUNCT
fis-3342	113	24	sec	sec	PROPN
fis-3342	113	25	.	.	PROPN
fis-3342	114	1	and	and	CCONJ
fis-3342	114	2	two	two	NUM
fis-3342	114	3	exteriors	exterior	NOUN
fis-3342	114	4	with	with	ADP
fis-3342	114	5	l	l	PROPN
fis-3342	114	6	-	-	NOUN
fis-3342	114	7	sec	sec	PROPN
fis-3342	114	8	.	.	PUNCT
fis-3342	114	9	)	)	PUNCT
fis-3342	114	10	were	be	AUX
fis-3342	114	11	recorded	record	VERB
fis-3342	114	12	by	by	ADP
fis-3342	114	13	two	two	NUM
fis-3342	114	14	attached	attach	VERB
fis-3342	114	15	strain	strain	NOUN
fis-3342	114	16	gauges	gauge	NOUN
fis-3342	114	17	.	.	PUNCT
fis-3342	115	1	after	after	SCONJ
fis-3342	115	2	casting	cast	VERB
fis-3342	115	3	stage	stage	NOUN
fis-3342	115	4	the	the	DET
fis-3342	115	5	effective	effective	ADJ
fis-3342	115	6	width	width	NOUN
fis-3342	115	7	at	at	ADP
fis-3342	115	8	the	the	DET
fis-3342	115	9	slab	slab	NOUN
fis-3342	115	10	mid	mid	NOUN
fis-3342	115	11	-	-	NOUN
fis-3342	115	12	span	span	NOUN
fis-3342	115	13	and	and	CCONJ
fis-3342	115	14	at	at	ADP
fis-3342	115	15	two	two	NUM
fis-3342	115	16	sections	section	NOUN
fis-3342	115	17	(	(	PUNCT
fis-3342	115	18	solid	solid	ADJ
fis-3342	115	19	sections	section	NOUN
fis-3342	115	20	i.e.	i.e.	X
fis-3342	115	21	,	,	PUNCT
fis-3342	115	22	where	where	SCONJ
fis-3342	115	23	steel	steel	NOUN
fis-3342	115	24	sheets	sheet	NOUN
fis-3342	115	25	ribs	rib	NOUN
fis-3342	115	26	rested	rest	VERB
fis-3342	115	27	on	on	ADP
fis-3342	115	28	steel	steel	NOUN
fis-3342	115	29	beams	beam	NOUN
fis-3342	115	30	)	)	PUNCT
fis-3342	115	31	adjacent	adjacent	ADJ
fis-3342	115	32	to	to	PART
fis-3342	115	33	previously	previously	ADV
fis-3342	115	34	specified	specify	VERB
fis-3342	115	35	sections	section	NOUN
fis-3342	115	36	(	(	PUNCT
fis-3342	115	37	before	before	ADP
fis-3342	115	38	concrete	concrete	ADJ
fis-3342	115	39	pouring	pouring	NOUN
fis-3342	115	40	)	)	PUNCT
fis-3342	115	41	were	be	AUX
fis-3342	115	42	recorded	record	VERB
fis-3342	115	43	again	again	ADV
fis-3342	115	44	by	by	ADP
fis-3342	115	45	means	mean	NOUN
fis-3342	115	46	of	of	ADP
fis-3342	115	47	concrete	concrete	ADJ
fis-3342	115	48	strain	strain	NOUN
fis-3342	115	49	gauges	gauge	NOUN
fis-3342	115	50	as	as	SCONJ
fis-3342	115	51	shown	show	VERB
fis-3342	115	52	previously	previously	ADV
fis-3342	115	53	in	in	ADP
fis-3342	115	54	fig	fig	NOUN
fis-3342	115	55	.	.	PUNCT
fis-3342	116	1	16	16	NUM
fis-3342	116	2	for	for	ADP
fis-3342	116	3	model	model	NOUN
fis-3342	116	4	without	without	ADP
fis-3342	116	5	slab	slab	NOUN
fis-3342	116	6	opening	opening	NOUN
fis-3342	116	7	which	which	PRON
fis-3342	116	8	contains	contain	VERB
fis-3342	116	9	nine	nine	NUM
fis-3342	116	10	steel	steel	NOUN
fis-3342	116	11	strain	strain	NOUN
fis-3342	116	12	gauges	gauge	NOUN
fis-3342	116	13	and	and	CCONJ
fis-3342	116	14	twenty	twenty	NUM
fis-3342	116	15	one	one	NUM
fis-3342	116	16	concrete	concrete	ADJ
fis-3342	116	17	strain	strain	NOUN
fis-3342	116	18	gauges	gauge	NOUN
fis-3342	116	19	,	,	PUNCT
fis-3342	116	20	while	while	SCONJ
fis-3342	116	21	models	model	NOUN
fis-3342	116	22	with	with	ADP
fis-3342	116	23	opening	opening	NOUN
fis-3342	116	24	contain	contain	VERB
fis-3342	116	25	nine	nine	NUM
fis-3342	116	26	steel	steel	NOUN
fis-3342	116	27	strain	strain	NOUN
fis-3342	116	28	gauges	gauge	NOUN
fis-3342	116	29	and	and	CCONJ
fis-3342	116	30	twenty	twenty	NUM
fis-3342	116	31	three	three	NUM
fis-3342	116	32	concrete	concrete	ADJ
fis-3342	116	33	strain	strain	NOUN
fis-3342	116	34	gauge	gauge	NOUN
fis-3342	116	35	as	as	SCONJ
fis-3342	116	36	shown	show	VERB
fis-3342	116	37	in	in	ADP
fis-3342	116	38	figs	fig	NOUN
fis-3342	116	39	.	.	PUNCT
fis-3342	117	1	18	18	NUM
fis-3342	117	2	and	and	CCONJ
fis-3342	117	3	19	19	NUM
fis-3342	117	4	.	.	PUNCT
fis-3342	118	1	(	(	PUNCT
fis-3342	118	2	a	a	X
fis-3342	118	3	)	)	PUNCT
fis-3342	118	4	(	(	PUNCT
fis-3342	118	5	b	b	X
fis-3342	118	6	)	)	PUNCT
fis-3342	118	7	figure	figure	NOUN
fis-3342	118	8	17	17	NUM
fis-3342	118	9	:	:	PUNCT
fis-3342	118	10	embedded	embed	VERB
fis-3342	118	11	steel	steel	NOUN
fis-3342	118	12	sheet	sheet	NOUN
fis-3342	118	13	strain	strain	NOUN
fis-3342	118	14	gauges	gauge	NOUN
fis-3342	118	15	;	;	PUNCT
fis-3342	118	16	(	(	PUNCT
fis-3342	118	17	m1	m1	NOUN
fis-3342	118	18	)	)	PUNCT
fis-3342	118	19	.	.	PUNCT
fis-3342	119	1	(	(	PUNCT
fis-3342	119	2	a	a	X
fis-3342	119	3	)	)	PUNCT
fis-3342	119	4	before	before	ADP
fis-3342	119	5	concrete	concrete	ADJ
fis-3342	119	6	pouring	pouring	NOUN
fis-3342	119	7	;	;	PUNCT
fis-3342	119	8	(	(	PUNCT
fis-3342	119	9	b	b	X
fis-3342	119	10	)	)	PUNCT
fis-3342	119	11	during	during	ADP
fis-3342	119	12	pouring	pour	VERB
fis-3342	119	13	process	process	NOUN
fis-3342	119	14	.	.	PUNCT
fis-3342	120	1	a	a	DET
fis-3342	120	2	m.	m.	NOUN
fis-3342	120	3	khalaf	khalaf	PROPN
fis-3342	120	4	et	et	PROPN
fis-3342	120	5	alii	alii	PROPN
fis-3342	120	6	,	,	PUNCT
fis-3342	120	7	frattura	frattura	PROPN
fis-3342	120	8	ed	ed	PROPN
fis-3342	120	9	integrità	integrità	PROPN
fis-3342	120	10	strutturale	strutturale	PROPN
fis-3342	120	11	,	,	PUNCT
fis-3342	120	12	61	61	NUM
fis-3342	120	13	(	(	PUNCT
fis-3342	120	14	2022	2022	NUM
fis-3342	120	15	)	)	PUNCT
fis-3342	120	16	308	308	NUM
fis-3342	120	17	-	-	SYM
fis-3342	120	18	326	326	NUM
fis-3342	120	19	;	;	PUNCT
fis-3342	120	20	doi	doi	NOUN
fis-3342	120	21	:	:	PUNCT
fis-3342	120	22	10.3221	10.3221	NUM
fis-3342	120	23	/	/	SYM
fis-3342	120	24	igf	igf	PROPN
fis-3342	120	25	-	-	ADJ
fis-3342	120	26	esis.61.21	esis.61.21	ADJ
fis-3342	120	27	316	316	NUM
fis-3342	120	28	figure	figure	NOUN
fis-3342	120	29	18	18	NUM
fis-3342	120	30	:	:	PUNCT
fis-3342	120	31	concrete	concrete	ADJ
fis-3342	120	32	top	top	ADJ
fis-3342	120	33	layer	layer	NOUN
fis-3342	120	34	strain	strain	NOUN
fis-3342	120	35	gauges	gauge	NOUN
fis-3342	120	36	arrangements	arrangement	NOUN
fis-3342	120	37	;	;	PUNCT
fis-3342	120	38	(	(	PUNCT
fis-3342	120	39	m2	m2	PROPN
fis-3342	120	40	)	)	PUNCT
fis-3342	120	41	.	.	PUNCT
fis-3342	121	1	figure	figure	VERB
fis-3342	121	2	19	19	NUM
fis-3342	121	3	:	:	PUNCT
fis-3342	121	4	concrete	concrete	ADJ
fis-3342	121	5	top	top	ADJ
fis-3342	121	6	layer	layer	NOUN
fis-3342	121	7	strain	strain	NOUN
fis-3342	121	8	gauges	gauge	NOUN
fis-3342	121	9	arrangements	arrangement	NOUN
fis-3342	121	10	;	;	PUNCT
fis-3342	121	11	(	(	PUNCT
fis-3342	121	12	m3	m3	PROPN
fis-3342	121	13	)	)	PUNCT
fis-3342	121	14	.	.	PUNCT
fis-3342	122	1	more	more	ADJ
fis-3342	122	2	than	than	ADP
fis-3342	122	3	7488	7488	NUM
fis-3342	122	4	readings	reading	NOUN
fis-3342	122	5	were	be	AUX
fis-3342	122	6	recorded	record	VERB
fis-3342	122	7	by	by	ADP
fis-3342	122	8	the	the	DET
fis-3342	122	9	data	data	NOUN
fis-3342	122	10	-	-	PUNCT
fis-3342	122	11	logger	logger	NOUN
fis-3342	122	12	during	during	ADP
fis-3342	122	13	all	all	DET
fis-3342	122	14	different	different	ADJ
fis-3342	122	15	loading	loading	NOUN
fis-3342	122	16	types	type	NOUN
fis-3342	122	17	and	and	CCONJ
fis-3342	122	18	stages	stage	NOUN
fis-3342	122	19	for	for	ADP
fis-3342	122	20	all	all	DET
fis-3342	122	21	models	model	NOUN
fis-3342	122	22	(	(	PUNCT
fis-3342	122	23	readings	reading	NOUN
fis-3342	122	24	were	be	AUX
fis-3342	122	25	recorded	record	VERB
fis-3342	122	26	at	at	ADP
fis-3342	122	27	every	every	DET
fis-3342	122	28	loading	loading	NOUN
fis-3342	122	29	increment	increment	NOUN
fis-3342	122	30	of	of	ADP
fis-3342	122	31	w=4.413mpa	w=4.413mpa	NOUN
fis-3342	122	32	and	and	CCONJ
fis-3342	122	33	p=1.912kn	p=1.912kn	PROPN
fis-3342	122	34	for	for	ADP
fis-3342	122	35	uniform	uniform	NOUN
fis-3342	122	36	and	and	CCONJ
fis-3342	122	37	concentrated	concentrated	ADJ
fis-3342	122	38	loads	load	NOUN
fis-3342	122	39	system	system	NOUN
fis-3342	122	40	respectively	respectively	ADV
fis-3342	122	41	)	)	PUNCT
fis-3342	122	42	.	.	PUNCT
fis-3342	123	1	the	the	DET
fis-3342	123	2	average	average	NOUN
fis-3342	123	3	of	of	ADP
fis-3342	123	4	three	three	NUM
fis-3342	123	5	readings	reading	NOUN
fis-3342	123	6	for	for	ADP
fis-3342	123	7	every	every	DET
fis-3342	123	8	strain	strain	NOUN
fis-3342	123	9	gauge	gauge	NOUN
fis-3342	123	10	at	at	ADP
fis-3342	123	11	each	each	DET
fis-3342	123	12	loading	loading	NOUN
fis-3342	123	13	stage	stage	NOUN
fis-3342	123	14	was	be	AUX
fis-3342	123	15	considered	consider	VERB
fis-3342	123	16	.	.	PUNCT
fis-3342	124	1	fig	fig	NOUN
fis-3342	124	2	.	.	PUNCT
fis-3342	125	1	20	20	NUM
fis-3342	125	2	simply	simply	ADV
fis-3342	125	3	illustrates	illustrate	VERB
fis-3342	125	4	the	the	DET
fis-3342	125	5	arrangement	arrangement	NOUN
fis-3342	125	6	sketches	sketch	NOUN
fis-3342	125	7	of	of	ADP
fis-3342	125	8	strain	strain	NOUN
fis-3342	125	9	gauges	gauge	NOUN
fis-3342	125	10	sensors	sensor	NOUN
fis-3342	125	11	over	over	ADP
fis-3342	125	12	all	all	DET
fis-3342	125	13	models	model	NOUN
fis-3342	125	14	.	.	PUNCT
fis-3342	126	1	(	(	PUNCT
fis-3342	126	2	a	a	X
fis-3342	126	3	)	)	PUNCT
fis-3342	126	4	m1	m1	NOUN
fis-3342	126	5	.	.	PUNCT
fis-3342	127	1	(	(	PUNCT
fis-3342	127	2	b	b	X
fis-3342	127	3	)	)	PUNCT
fis-3342	127	4	m2	m2	PROPN
fis-3342	127	5	.	.	PUNCT
fis-3342	128	1	(	(	PUNCT
fis-3342	128	2	c	c	X
fis-3342	128	3	)	)	PUNCT
fis-3342	128	4	m3	m3	PROPN
fis-3342	128	5	.	.	PUNCT
fis-3342	129	1	figure	figure	NOUN
fis-3342	129	2	20	20	NUM
fis-3342	129	3	:	:	PUNCT
fis-3342	129	4	strain	strain	VERB
fis-3342	129	5	sensors	sensor	NOUN
fis-3342	129	6	layout	layout	VERB
fis-3342	129	7	sketches	sketch	NOUN
fis-3342	129	8	over	over	ADP
fis-3342	129	9	all	all	DET
fis-3342	129	10	models	model	NOUN
fis-3342	129	11	.	.	PUNCT
fis-3342	130	1	figure	figure	NOUN
fis-3342	130	2	21	21	NUM
fis-3342	130	3	:	:	PUNCT
fis-3342	130	4	dial	dial	NOUN
fis-3342	130	5	(	(	PUNCT
fis-3342	130	6	5	5	NUM
fis-3342	130	7	)	)	PUNCT
fis-3342	130	8	position	position	NOUN
fis-3342	130	9	to	to	PART
fis-3342	130	10	record	record	NOUN
fis-3342	130	11	slippage	slippage	NOUN
fis-3342	130	12	in	in	ADP
fis-3342	130	13	all	all	DET
fis-3342	130	14	models	model	NOUN
fis-3342	130	15	.	.	PUNCT
fis-3342	131	1	m.	m.	NOUN
fis-3342	131	2	khalaf	khalaf	PROPN
fis-3342	131	3	et	et	PROPN
fis-3342	131	4	alii	alii	PROPN
fis-3342	131	5	,	,	PUNCT
fis-3342	131	6	frattura	frattura	PROPN
fis-3342	131	7	ed	ed	PROPN
fis-3342	131	8	integrità	integrità	PROPN
fis-3342	131	9	strutturale	strutturale	PROPN
fis-3342	131	10	,	,	PUNCT
fis-3342	131	11	61	61	NUM
fis-3342	131	12	(	(	PUNCT
fis-3342	131	13	2022	2022	NUM
fis-3342	131	14	)	)	PUNCT
fis-3342	131	15	308	308	NUM
fis-3342	131	16	-	-	SYM
fis-3342	131	17	326	326	NUM
fis-3342	131	18	;	;	PUNCT
fis-3342	131	19	doi	doi	NOUN
fis-3342	131	20	:	:	PUNCT
fis-3342	131	21	10.3221	10.3221	NUM
fis-3342	131	22	/	/	SYM
fis-3342	131	23	igf	igf	PROPN
fis-3342	131	24	-	-	ADJ
fis-3342	131	25	esis.61.21	esis.61.21	ADJ
fis-3342	131	26	317	317	NUM
fis-3342	131	27	deflection	deflection	NOUN
fis-3342	131	28	deflection	deflection	NOUN
fis-3342	131	29	-	-	PUNCT
fis-3342	131	30	meters	meter	NOUN
fis-3342	131	31	having	have	VERB
fis-3342	131	32	an	an	DET
fis-3342	131	33	accuracy	accuracy	NOUN
fis-3342	131	34	of	of	ADP
fis-3342	131	35	0.01	0.01	NUM
fis-3342	131	36	mm	mm	NOUN
fis-3342	131	37	with	with	ADP
fis-3342	131	38	a	a	DET
fis-3342	131	39	total	total	ADJ
fis-3342	131	40	gauge	gauge	NOUN
fis-3342	131	41	measuring	measure	VERB
fis-3342	131	42	range	range	NOUN
fis-3342	131	43	of	of	ADP
fis-3342	131	44	50	50	NUM
fis-3342	131	45	mm	mm	NOUN
fis-3342	131	46	were	be	AUX
fis-3342	131	47	used	use	VERB
fis-3342	131	48	to	to	PART
fis-3342	131	49	monitor	monitor	VERB
fis-3342	131	50	vertical	vertical	ADJ
fis-3342	131	51	deflections	deflection	NOUN
fis-3342	131	52	.	.	PUNCT
fis-3342	132	1	four	four	NUM
fis-3342	132	2	deflection	deflection	NOUN
fis-3342	132	3	-	-	PUNCT
fis-3342	132	4	meters	meter	NOUN
fis-3342	132	5	(	(	PUNCT
fis-3342	132	6	two	two	NUM
fis-3342	132	7	below	below	ADP
fis-3342	132	8	the	the	DET
fis-3342	132	9	positions	position	NOUN
fis-3342	132	10	of	of	ADP
fis-3342	132	11	concentrated	concentrated	ADJ
fis-3342	132	12	loads	load	NOUN
fis-3342	132	13	and	and	CCONJ
fis-3342	132	14	the	the	DET
fis-3342	132	15	others	other	NOUN
fis-3342	132	16	at	at	ADP
fis-3342	132	17	beams	beam	NOUN
fis-3342	132	18	midspans	midspan	NOUN
fis-3342	132	19	for	for	ADP
fis-3342	132	20	interior	interior	ADJ
fis-3342	132	21	and	and	CCONJ
fis-3342	132	22	exterior	exterior	ADJ
fis-3342	132	23	beams	beam	NOUN
fis-3342	132	24	)	)	PUNCT
fis-3342	132	25	were	be	AUX
fis-3342	132	26	kept	keep	VERB
fis-3342	132	27	in	in	ADP
fis-3342	132	28	position	position	NOUN
fis-3342	132	29	by	by	ADP
fis-3342	132	30	means	mean	NOUN
fis-3342	132	31	of	of	ADP
fis-3342	132	32	magnetic	magnetic	ADJ
fis-3342	132	33	bases	basis	NOUN
fis-3342	132	34	as	as	SCONJ
fis-3342	132	35	shown	show	VERB
fis-3342	132	36	in	in	ADP
fis-3342	132	37	fig	fig	NOUN
fis-3342	132	38	.	.	PUNCT
fis-3342	133	1	22	22	NUM
fis-3342	133	2	.	.	PUNCT
fis-3342	134	1	to	to	PART
fis-3342	134	2	observe	observe	VERB
fis-3342	134	3	and	and	CCONJ
fis-3342	134	4	measure	measure	VERB
fis-3342	134	5	the	the	DET
fis-3342	134	6	relative	relative	ADJ
fis-3342	134	7	horizontal	horizontal	ADJ
fis-3342	134	8	displacement	displacement	NOUN
fis-3342	134	9	(	(	PUNCT
fis-3342	134	10	slippage	slippage	NOUN
fis-3342	134	11	)	)	PUNCT
fis-3342	134	12	between	between	ADP
fis-3342	134	13	interior	interior	ADJ
fis-3342	134	14	beams	beam	NOUN
fis-3342	134	15	(	(	PUNCT
fis-3342	134	16	with	with	ADP
fis-3342	134	17	t	t	PROPN
fis-3342	134	18	-	-	PUNCT
fis-3342	134	19	sec	sec	PROPN
fis-3342	134	20	.	.	PUNCT
fis-3342	134	21	)	)	PUNCT
fis-3342	135	1	and	and	CCONJ
fis-3342	135	2	its	its	PRON
fis-3342	135	3	overlaid	overlaid	ADJ
fis-3342	135	4	composite	composite	ADJ
fis-3342	135	5	concrete	concrete	ADJ
fis-3342	135	6	slab	slab	NOUN
fis-3342	135	7	,	,	PUNCT
fis-3342	135	8	a	a	DET
fis-3342	135	9	deflection	deflection	NOUN
fis-3342	135	10	-	-	PUNCT
fis-3342	135	11	meter	meter	NOUN
fis-3342	135	12	dial	dial	NOUN
fis-3342	135	13	which	which	PRON
fis-3342	135	14	numbered	number	VERB
fis-3342	135	15	as	as	ADP
fis-3342	135	16	(	(	PUNCT
fis-3342	135	17	5	5	NUM
fis-3342	135	18	)	)	PUNCT
fis-3342	135	19	was	be	AUX
fis-3342	135	20	provided	provide	VERB
fis-3342	135	21	as	as	SCONJ
fis-3342	135	22	shown	show	VERB
fis-3342	135	23	in	in	ADP
fis-3342	135	24	figs	fig	NOUN
fis-3342	135	25	.	.	PUNCT
fis-3342	136	1	21	21	NUM
fis-3342	136	2	and	and	CCONJ
fis-3342	136	3	22	22	NUM
fis-3342	136	4	.	.	PUNCT
fis-3342	137	1	more	more	ADJ
fis-3342	137	2	than	than	ADP
fis-3342	137	3	390	390	NUM
fis-3342	137	4	readings	reading	NOUN
fis-3342	137	5	were	be	AUX
fis-3342	137	6	recorded	record	VERB
fis-3342	137	7	for	for	ADP
fis-3342	137	8	all	all	DET
fis-3342	137	9	models	model	NOUN
fis-3342	137	10	sequentially	sequentially	ADV
fis-3342	137	11	at	at	ADP
fis-3342	137	12	the	the	DET
fis-3342	137	13	same	same	ADJ
fis-3342	137	14	loading	loading	NOUN
fis-3342	137	15	increments	increment	NOUN
fis-3342	137	16	manner	manner	NOUN
fis-3342	137	17	as	as	ADP
fis-3342	137	18	strain	strain	NOUN
fis-3342	137	19	recordings	recording	NOUN
fis-3342	137	20	.	.	PUNCT
fis-3342	138	1	figure	figure	VERB
fis-3342	138	2	22	22	NUM
fis-3342	138	3	:	:	PUNCT
fis-3342	138	4	strain	strain	NOUN
fis-3342	138	5	gauges	gauge	NOUN
fis-3342	138	6	layout	layout	NOUN
fis-3342	138	7	sketches	sketch	NOUN
fis-3342	138	8	over	over	ADP
fis-3342	138	9	all	all	DET
fis-3342	138	10	models	model	NOUN
fis-3342	138	11	.	.	PUNCT
fis-3342	139	1	analysis	analysis	NOUN
fis-3342	139	2	and	and	CCONJ
fis-3342	139	3	discussions	discussion	NOUN
fis-3342	139	4	he	he	PRON
fis-3342	139	5	experimental	experimental	ADJ
fis-3342	139	6	results	result	NOUN
fis-3342	139	7	were	be	AUX
fis-3342	139	8	recorded	record	VERB
fis-3342	139	9	,	,	PUNCT
fis-3342	139	10	analyzed	analyze	VERB
fis-3342	139	11	and	and	CCONJ
fis-3342	139	12	discussed	discuss	VERB
fis-3342	139	13	guided	guide	VERB
fis-3342	139	14	by	by	ADP
fis-3342	139	15	tested	test	VERB
fis-3342	139	16	models	model	NOUN
fis-3342	139	17	mechanical	mechanical	ADJ
fis-3342	139	18	characteristics	characteristic	NOUN
fis-3342	139	19	and	and	CCONJ
fis-3342	139	20	structural	structural	ADJ
fis-3342	139	21	behavior	behavior	NOUN
fis-3342	139	22	aspects	aspect	NOUN
fis-3342	139	23	such	such	ADJ
fis-3342	139	24	as	as	ADP
fis-3342	139	25	loading	loading	NOUN
fis-3342	139	26	type	type	NOUN
fis-3342	139	27	and	and	CCONJ
fis-3342	139	28	maximum	maximum	ADJ
fis-3342	139	29	carrying	carrying	NOUN
fis-3342	139	30	capacity	capacity	NOUN
fis-3342	139	31	;	;	PUNCT
fis-3342	139	32	cracks	crack	NOUN
fis-3342	139	33	pattern	pattern	NOUN
fis-3342	139	34	,	,	PUNCT
fis-3342	139	35	generated	generate	VERB
fis-3342	139	36	strains	strain	NOUN
fis-3342	139	37	and	and	CCONJ
fis-3342	139	38	deflections	deflection	NOUN
fis-3342	139	39	at	at	ADP
fis-3342	139	40	different	different	ADJ
fis-3342	139	41	positions	position	NOUN
fis-3342	139	42	.	.	PUNCT
fis-3342	140	1	for	for	ADP
fis-3342	140	2	the	the	DET
fis-3342	140	3	sake	sake	NOUN
fis-3342	140	4	of	of	ADP
fis-3342	140	5	analysis	analysis	NOUN
fis-3342	140	6	generalization	generalization	NOUN
fis-3342	140	7	and	and	CCONJ
fis-3342	140	8	error	error	NOUN
fis-3342	140	9	minimization	minimization	NOUN
fis-3342	140	10	,	,	PUNCT
fis-3342	140	11	all	all	DET
fis-3342	140	12	results	result	NOUN
fis-3342	140	13	were	be	AUX
fis-3342	140	14	analyzed	analyze	VERB
fis-3342	140	15	by	by	ADP
fis-3342	140	16	means	mean	NOUN
fis-3342	140	17	of	of	ADP
fis-3342	140	18	dimensionless	dimensionless	NOUN
fis-3342	140	19	relations	relation	NOUN
fis-3342	140	20	.	.	PUNCT
fis-3342	141	1	to	to	PART
fis-3342	141	2	declare	declare	VERB
fis-3342	141	3	the	the	DET
fis-3342	141	4	effect	effect	NOUN
fis-3342	141	5	of	of	ADP
fis-3342	141	6	slab	slab	NOUN
fis-3342	141	7	opening	open	VERB
fis-3342	141	8	existence	existence	NOUN
fis-3342	141	9	on	on	ADP
fis-3342	141	10	its	its	PRON
fis-3342	141	11	acting	act	VERB
fis-3342	141	12	effective	effective	ADJ
fis-3342	141	13	width	width	NOUN
fis-3342	141	14	with	with	ADP
fis-3342	141	15	its	its	PRON
fis-3342	141	16	supporting	support	VERB
fis-3342	141	17	steel	steel	NOUN
fis-3342	141	18	beams	beam	NOUN
fis-3342	141	19	,	,	PUNCT
fis-3342	141	20	the	the	DET
fis-3342	141	21	model	model	NOUN
fis-3342	141	22	with	with	ADP
fis-3342	141	23	no	no	DET
fis-3342	141	24	opening	opening	NOUN
fis-3342	141	25	is	be	AUX
fis-3342	141	26	considered	consider	VERB
fis-3342	141	27	as	as	ADP
fis-3342	141	28	an	an	DET
fis-3342	141	29	analytical	analytical	ADJ
fis-3342	141	30	reference	reference	NOUN
fis-3342	141	31	for	for	ADP
fis-3342	141	32	other	other	ADJ
fis-3342	141	33	two	two	NUM
fis-3342	141	34	models	model	NOUN
fis-3342	141	35	with	with	ADP
fis-3342	141	36	openings	opening	NOUN
fis-3342	141	37	for	for	ADP
fis-3342	141	38	all	all	DET
fis-3342	141	39	aspects	aspect	NOUN
fis-3342	141	40	of	of	ADP
fis-3342	141	41	analysis	analysis	NOUN
fis-3342	141	42	and	and	CCONJ
fis-3342	141	43	comparison	comparison	NOUN
fis-3342	141	44	.	.	PUNCT
fis-3342	142	1	the	the	DET
fis-3342	142	2	openings	opening	NOUN
fis-3342	142	3	were	be	AUX
fis-3342	142	4	in	in	ADP
fis-3342	142	5	a	a	DET
fis-3342	142	6	transverse	transverse	NOUN
fis-3342	142	7	position	position	NOUN
fis-3342	142	8	of	of	ADP
fis-3342	142	9	(	(	PUNCT
fis-3342	142	10	yo=0.64	yo=0.64	NOUN
fis-3342	142	11	,	,	PUNCT
fis-3342	142	12	0.36	0.36	NUM
fis-3342	142	13	)	)	PUNCT
fis-3342	142	14	for	for	ADP
fis-3342	142	15	models	model	NOUN
fis-3342	142	16	m2	m2	PROPN
fis-3342	142	17	,	,	PUNCT
fis-3342	142	18	m3	m3	PROPN
fis-3342	142	19	respectively	respectively	ADV
fis-3342	142	20	,	,	PUNCT
fis-3342	142	21	and	and	CCONJ
fis-3342	142	22	with	with	ADP
fis-3342	142	23	a	a	DET
fis-3342	142	24	constant	constant	ADJ
fis-3342	142	25	opening	opening	NOUN
fis-3342	142	26	longitudinal	longitudinal	ADJ
fis-3342	142	27	position	position	NOUN
fis-3342	142	28	of	of	ADP
fis-3342	142	29	(	(	PUNCT
fis-3342	142	30	xo=0.5	xo=0.5	PROPN
fis-3342	142	31	)	)	PUNCT
fis-3342	142	32	as	as	SCONJ
fis-3342	142	33	detailed	detail	VERB
fis-3342	142	34	previously	previously	ADV
fis-3342	142	35	in	in	ADP
fis-3342	142	36	tab	tab	NOUN
fis-3342	142	37	.	.	PUNCT
fis-3342	142	38	1	1	NUM
fis-3342	142	39	and	and	CCONJ
fis-3342	142	40	fig	fig	NOUN
fis-3342	142	41	.	.	PUNCT
fis-3342	143	1	1	1	X
fis-3342	143	2	.	.	X
fis-3342	143	3	deflection	deflection	NOUN
fis-3342	143	4	due	due	ADP
fis-3342	143	5	to	to	ADP
fis-3342	143	6	uniform	uniform	ADJ
fis-3342	143	7	load	load	NOUN
fis-3342	143	8	figs	fig	NOUN
fis-3342	143	9	.	.	PUNCT
fis-3342	144	1	23	23	NUM
fis-3342	144	2	and	and	CCONJ
fis-3342	144	3	24	24	NUM
fis-3342	144	4	show	show	VERB
fis-3342	144	5	the	the	DET
fis-3342	144	6	recorded	record	VERB
fis-3342	144	7	deflection	deflection	NOUN
fis-3342	144	8	results	result	VERB
fis-3342	144	9	assembly	assembly	NOUN
fis-3342	144	10	for	for	ADP
fis-3342	144	11	the	the	DET
fis-3342	144	12	sake	sake	NOUN
fis-3342	144	13	of	of	ADP
fis-3342	144	14	comparison	comparison	NOUN
fis-3342	144	15	for	for	ADP
fis-3342	144	16	all	all	DET
fis-3342	144	17	models	model	NOUN
fis-3342	144	18	exterior	exterior	ADJ
fis-3342	144	19	beams	beam	NOUN
fis-3342	144	20	at	at	ADP
fis-3342	144	21	dials	dial	NOUN
fis-3342	144	22	(	(	PUNCT
fis-3342	144	23	1	1	NUM
fis-3342	144	24	and	and	CCONJ
fis-3342	144	25	2	2	NUM
fis-3342	144	26	)	)	PUNCT
fis-3342	144	27	and	and	CCONJ
fis-3342	144	28	interior	interior	ADJ
fis-3342	144	29	ones	one	NOUN
fis-3342	144	30	at	at	ADP
fis-3342	144	31	dials	dial	NOUN
fis-3342	144	32	(	(	PUNCT
fis-3342	144	33	3	3	NUM
fis-3342	144	34	and	and	CCONJ
fis-3342	144	35	4	4	NUM
fis-3342	144	36	)	)	PUNCT
fis-3342	144	37	.	.	PUNCT
fis-3342	145	1	figure	figure	VERB
fis-3342	145	2	23	23	NUM
fis-3342	145	3	:	:	PUNCT
fis-3342	145	4	load	load	NOUN
fis-3342	145	5	intensity	intensity	NOUN
fis-3342	145	6	vs.	vs.	ADP
fis-3342	145	7	deflection	deflection	NOUN
fis-3342	145	8	for	for	ADP
fis-3342	145	9	edge	edge	NOUN
fis-3342	145	10	or	or	CCONJ
fis-3342	145	11	exterior	exterior	ADJ
fis-3342	145	12	beams	beam	NOUN
fis-3342	145	13	.	.	PUNCT
fis-3342	146	1	(	(	PUNCT
fis-3342	146	2	a	a	X
fis-3342	146	3	)	)	PUNCT
fis-3342	146	4	"	"	PUNCT
fis-3342	146	5	beams	beam	NOUN
fis-3342	146	6	"	"	PUNCT
fis-3342	146	7	ribs	rib	NOUN
fis-3342	146	8	parallel	parallel	NOUN
fis-3342	146	9	,	,	PUNCT
fis-3342	146	10	(	(	PUNCT
fis-3342	146	11	b	b	NOUN
fis-3342	146	12	)	)	PUNCT
fis-3342	146	13	"	"	PUNCT
fis-3342	146	14	girders	girder	NOUN
fis-3342	146	15	"	"	PUNCT
fis-3342	146	16	ribs	rib	NOUN
fis-3342	146	17	perpendicular	perpendicular	NOUN
fis-3342	146	18	.	.	PUNCT
fis-3342	147	1	t	t	PROPN
fis-3342	147	2	(	(	PUNCT
fis-3342	147	3	a	a	NOUN
fis-3342	147	4	)	)	PUNCT
fis-3342	147	5	(	(	PUNCT
fis-3342	147	6	b	b	X
fis-3342	147	7	)	)	PUNCT
fis-3342	147	8	m.	m.	NOUN
fis-3342	147	9	khalaf	khalaf	PROPN
fis-3342	147	10	et	et	PROPN
fis-3342	147	11	alii	alii	PROPN
fis-3342	147	12	,	,	PUNCT
fis-3342	147	13	frattura	frattura	PROPN
fis-3342	147	14	ed	ed	PROPN
fis-3342	147	15	integrità	integrità	PROPN
fis-3342	147	16	strutturale	strutturale	PROPN
fis-3342	147	17	,	,	PUNCT
fis-3342	147	18	61	61	NUM
fis-3342	147	19	(	(	PUNCT
fis-3342	147	20	2022	2022	NUM
fis-3342	147	21	)	)	PUNCT
fis-3342	147	22	308	308	NUM
fis-3342	147	23	-	-	SYM
fis-3342	147	24	326	326	NUM
fis-3342	147	25	;	;	PUNCT
fis-3342	147	26	doi	doi	NOUN
fis-3342	147	27	:	:	PUNCT
fis-3342	147	28	10.3221	10.3221	NUM
fis-3342	147	29	/	/	SYM
fis-3342	147	30	igf	igf	PROPN
fis-3342	147	31	-	-	ADJ
fis-3342	147	32	esis.61.21	esis.61.21	ADJ
fis-3342	147	33	318	318	NUM
fis-3342	147	34	figure	figure	NOUN
fis-3342	147	35	24	24	NUM
fis-3342	147	36	:	:	PUNCT
fis-3342	147	37	load	load	NOUN
fis-3342	147	38	intensity	intensity	NOUN
fis-3342	147	39	vs.	vs.	ADP
fis-3342	147	40	deflection	deflection	NOUN
fis-3342	147	41	for	for	ADP
fis-3342	147	42	intermediate	intermediate	ADJ
fis-3342	147	43	or	or	CCONJ
fis-3342	147	44	interior	interior	ADJ
fis-3342	147	45	beams	beam	NOUN
fis-3342	147	46	.	.	PUNCT
fis-3342	148	1	(	(	PUNCT
fis-3342	148	2	a	a	DET
fis-3342	148	3	)	)	PUNCT
fis-3342	148	4	dial	dial	NOUN
fis-3342	148	5	(	(	PUNCT
fis-3342	148	6	3	3	X
fis-3342	148	7	)	)	PUNCT
fis-3342	148	8	readings	reading	NOUN
fis-3342	148	9	plotting	plot	VERB
fis-3342	148	10	;	;	PUNCT
fis-3342	148	11	(	(	PUNCT
fis-3342	148	12	b	b	X
fis-3342	148	13	)	)	PUNCT
fis-3342	148	14	dial	dial	NOUN
fis-3342	148	15	(	(	PUNCT
fis-3342	148	16	4	4	X
fis-3342	148	17	)	)	PUNCT
fis-3342	148	18	readings	reading	NOUN
fis-3342	148	19	plotting	plot	VERB
fis-3342	148	20	.	.	PUNCT
fis-3342	149	1	the	the	DET
fis-3342	149	2	pervious	pervious	ADJ
fis-3342	149	3	figures	figure	NOUN
fis-3342	149	4	indicate	indicate	VERB
fis-3342	149	5	that	that	SCONJ
fis-3342	149	6	there	there	PRON
fis-3342	149	7	is	be	VERB
fis-3342	149	8	no	no	DET
fis-3342	149	9	noticeable	noticeable	ADJ
fis-3342	149	10	effect	effect	NOUN
fis-3342	149	11	of	of	ADP
fis-3342	149	12	openings	opening	NOUN
fis-3342	149	13	existence	existence	NOUN
fis-3342	149	14	from	from	ADP
fis-3342	149	15	deflection	deflection	NOUN
fis-3342	149	16	point	point	NOUN
fis-3342	149	17	of	of	ADP
fis-3342	149	18	view	view	NOUN
fis-3342	149	19	on	on	ADP
fis-3342	149	20	both	both	CCONJ
fis-3342	149	21	exterior	exterior	ADJ
fis-3342	149	22	and	and	CCONJ
fis-3342	149	23	interior	interior	ADJ
fis-3342	149	24	beams	beam	NOUN
fis-3342	149	25	at	at	ADP
fis-3342	149	26	early	early	ADJ
fis-3342	149	27	elastic	elastic	ADJ
fis-3342	149	28	stages	stage	NOUN
fis-3342	149	29	due	due	ADP
fis-3342	149	30	to	to	ADP
fis-3342	149	31	uniform	uniform	ADJ
fis-3342	149	32	loads	load	NOUN
fis-3342	149	33	.	.	PUNCT
fis-3342	150	1	figure	figure	NOUN
fis-3342	150	2	25	25	NUM
fis-3342	150	3	:	:	PUNCT
fis-3342	150	4	load	load	NOUN
fis-3342	150	5	intensity	intensity	NOUN
fis-3342	150	6	vs.	vs.	ADP
fis-3342	150	7	deflection	deflection	NOUN
fis-3342	150	8	for	for	ADP
fis-3342	150	9	edge	edge	NOUN
fis-3342	150	10	or	or	CCONJ
fis-3342	150	11	exterior	exterior	ADJ
fis-3342	150	12	beams	beam	NOUN
fis-3342	150	13	.	.	PUNCT
fis-3342	151	1	(	(	PUNCT
fis-3342	151	2	a	a	DET
fis-3342	151	3	)	)	PUNCT
fis-3342	151	4	dial	dial	NOUN
fis-3342	151	5	(	(	PUNCT
fis-3342	151	6	1	1	X
fis-3342	151	7	)	)	PUNCT
fis-3342	151	8	readings	reading	NOUN
fis-3342	151	9	plotting	plot	VERB
fis-3342	151	10	;	;	PUNCT
fis-3342	151	11	(	(	PUNCT
fis-3342	151	12	b	b	X
fis-3342	151	13	)	)	PUNCT
fis-3342	151	14	dial	dial	NOUN
fis-3342	151	15	(	(	PUNCT
fis-3342	151	16	2	2	NUM
fis-3342	151	17	)	)	PUNCT
fis-3342	151	18	readings	reading	NOUN
fis-3342	151	19	plotting	plot	VERB
fis-3342	151	20	.	.	PUNCT
fis-3342	152	1	figure	figure	NOUN
fis-3342	152	2	26	26	NUM
fis-3342	152	3	:	:	PUNCT
fis-3342	152	4	load	load	NOUN
fis-3342	152	5	intensity	intensity	NOUN
fis-3342	152	6	vs.	vs.	ADP
fis-3342	152	7	deflection	deflection	NOUN
fis-3342	152	8	for	for	ADP
fis-3342	152	9	intermediate	intermediate	ADJ
fis-3342	152	10	or	or	CCONJ
fis-3342	152	11	interior	interior	ADJ
fis-3342	152	12	beams	beam	NOUN
fis-3342	152	13	.	.	PUNCT
fis-3342	153	1	(	(	PUNCT
fis-3342	153	2	a	a	DET
fis-3342	153	3	)	)	PUNCT
fis-3342	153	4	dial	dial	NOUN
fis-3342	153	5	(	(	PUNCT
fis-3342	153	6	3	3	X
fis-3342	153	7	)	)	PUNCT
fis-3342	153	8	readings	reading	NOUN
fis-3342	153	9	plotting	plot	VERB
fis-3342	153	10	;	;	PUNCT
fis-3342	153	11	(	(	PUNCT
fis-3342	153	12	b	b	X
fis-3342	153	13	)	)	PUNCT
fis-3342	153	14	dial	dial	NOUN
fis-3342	153	15	(	(	PUNCT
fis-3342	153	16	4	4	X
fis-3342	153	17	)	)	PUNCT
fis-3342	153	18	readings	reading	NOUN
fis-3342	153	19	plotting	plot	VERB
fis-3342	153	20	.	.	PUNCT
fis-3342	154	1	deflection	deflection	NOUN
fis-3342	154	2	due	due	ADP
fis-3342	154	3	to	to	ADP
fis-3342	154	4	concentrated	concentrate	VERB
fis-3342	154	5	loads	load	NOUN
fis-3342	154	6	figs	fig	NOUN
fis-3342	154	7	.	.	PUNCT
fis-3342	155	1	25	25	NUM
fis-3342	155	2	and	and	CCONJ
fis-3342	155	3	26	26	NUM
fis-3342	155	4	show	show	VERB
fis-3342	155	5	the	the	DET
fis-3342	155	6	recorded	record	VERB
fis-3342	155	7	deflection	deflection	NOUN
fis-3342	155	8	results	result	VERB
fis-3342	155	9	assembly	assembly	NOUN
fis-3342	155	10	for	for	ADP
fis-3342	155	11	the	the	DET
fis-3342	155	12	sake	sake	NOUN
fis-3342	155	13	of	of	ADP
fis-3342	155	14	comparison	comparison	NOUN
fis-3342	155	15	for	for	ADP
fis-3342	155	16	all	all	DET
fis-3342	155	17	models	model	NOUN
fis-3342	155	18	exterior	exterior	ADJ
fis-3342	155	19	beams	beam	NOUN
fis-3342	155	20	at	at	ADP
fis-3342	155	21	dials	dial	NOUN
fis-3342	155	22	(	(	PUNCT
fis-3342	155	23	1	1	NUM
fis-3342	155	24	and	and	CCONJ
fis-3342	155	25	2	2	NUM
fis-3342	155	26	)	)	PUNCT
fis-3342	155	27	and	and	CCONJ
fis-3342	155	28	interior	interior	ADJ
fis-3342	155	29	ones	one	NOUN
fis-3342	155	30	at	at	ADP
fis-3342	155	31	dials	dial	NOUN
fis-3342	155	32	(	(	PUNCT
fis-3342	155	33	3	3	NUM
fis-3342	155	34	and	and	CCONJ
fis-3342	155	35	4	4	NUM
fis-3342	155	36	)	)	PUNCT
fis-3342	155	37	.	.	PUNCT
fis-3342	156	1	it	it	PRON
fis-3342	156	2	can	can	AUX
fis-3342	156	3	be	be	AUX
fis-3342	156	4	stated	state	VERB
fis-3342	156	5	from	from	ADP
fis-3342	156	6	deflection	deflection	NOUN
fis-3342	156	7	point	point	NOUN
fis-3342	156	8	of	of	ADP
fis-3342	156	9	view	view	NOUN
fis-3342	156	10	that	that	SCONJ
fis-3342	156	11	a	a	DET
fis-3342	156	12	linear	linear	ADJ
fis-3342	156	13	behavior	behavior	NOUN
fis-3342	156	14	is	be	AUX
fis-3342	156	15	observed	observe	VERB
fis-3342	156	16	up	up	ADP
fis-3342	156	17	to	to	ADP
fis-3342	156	18	78%pu	78%pu	NOUN
fis-3342	156	19	at	at	ADP
fis-3342	156	20	both	both	CCONJ
fis-3342	156	21	mid	mid	ADJ
fis-3342	156	22	-	-	NOUN
fis-3342	156	23	span	span	NOUN
fis-3342	156	24	and	and	CCONJ
fis-3342	156	25	beams	beam	VERB
fis-3342	156	26	one	one	NUM
fis-3342	156	27	third	third	ADJ
fis-3342	156	28	span	span	NOUN
fis-3342	156	29	away	away	ADV
fis-3342	156	30	from	from	ADP
fis-3342	156	31	supports	support	NOUN
fis-3342	156	32	of	of	ADP
fis-3342	156	33	exterior	exterior	ADJ
fis-3342	156	34	and	and	CCONJ
fis-3342	156	35	interior	interior	ADJ
fis-3342	156	36	beams	beam	NOUN
fis-3342	156	37	for	for	ADP
fis-3342	156	38	models	model	NOUN
fis-3342	156	39	m1	m1	PROPN
fis-3342	156	40	and	and	CCONJ
fis-3342	156	41	m3	m3	PROPN
fis-3342	156	42	and	and	CCONJ
fis-3342	156	43	only	only	ADV
fis-3342	156	44	at	at	ADP
fis-3342	156	45	mid	mid	NOUN
fis-3342	156	46	-	-	NOUN
fis-3342	156	47	span	span	NOUN
fis-3342	156	48	of	of	ADP
fis-3342	156	49	exterior	exterior	ADJ
fis-3342	156	50	beam	beam	NOUN
fis-3342	156	51	for	for	ADP
fis-3342	156	52	model	model	NOUN
fis-3342	156	53	m2	m2	PROPN
fis-3342	156	54	while	while	SCONJ
fis-3342	156	55	this	this	DET
fis-3342	156	56	notice	notice	NOUN
fis-3342	156	57	is	be	AUX
fis-3342	156	58	recorded	record	VERB
fis-3342	156	59	up	up	ADP
fis-3342	156	60	to	to	ADP
fis-3342	156	61	83%puand	83%puand	NUM
fis-3342	156	62	72%pu	72%pu	NOUN
fis-3342	156	63	for	for	ADP
fis-3342	156	64	exterior	exterior	ADJ
fis-3342	156	65	and	and	CCONJ
fis-3342	156	66	interior	interior	ADJ
fis-3342	156	67	beams	beam	NOUN
fis-3342	156	68	for	for	ADP
fis-3342	156	69	model	model	NOUN
fis-3342	156	70	m2	m2	PROPN
fis-3342	156	71	respectively	respectively	ADV
fis-3342	156	72	at	at	ADP
fis-3342	156	73	beams	beam	NOUN
fis-3342	156	74	one	one	NUM
fis-3342	156	75	third	third	ADJ
fis-3342	156	76	span	span	NOUN
fis-3342	156	77	away	away	ADV
fis-3342	156	78	from	from	ADP
fis-3342	156	79	supports	support	NOUN
fis-3342	156	80	.	.	PUNCT
fis-3342	157	1	also	also	ADV
fis-3342	157	2	,	,	PUNCT
fis-3342	157	3	this	this	DET
fis-3342	157	4	notice	notice	NOUN
fis-3342	157	5	is	be	AUX
fis-3342	157	6	recorded	record	VERB
fis-3342	157	7	up	up	ADP
fis-3342	157	8	to	to	ADP
fis-3342	157	9	67%pu	67%pu	NOUN
fis-3342	157	10	for	for	ADP
fis-3342	157	11	models	model	NOUN
fis-3342	157	12	m1	m1	PROPN
fis-3342	157	13	and	and	CCONJ
fis-3342	157	14	(	(	PUNCT
fis-3342	157	15	a	a	X
fis-3342	157	16	)	)	PUNCT
fis-3342	157	17	(	(	PUNCT
fis-3342	157	18	b	b	X
fis-3342	157	19	)	)	PUNCT
fis-3342	157	20	(	(	PUNCT
fis-3342	157	21	a	a	X
fis-3342	157	22	)	)	PUNCT
fis-3342	157	23	(	(	PUNCT
fis-3342	157	24	b	b	X
fis-3342	157	25	)	)	PUNCT
fis-3342	157	26	(	(	PUNCT
fis-3342	157	27	a	a	X
fis-3342	157	28	)	)	PUNCT
fis-3342	157	29	(	(	PUNCT
fis-3342	157	30	b	b	X
fis-3342	157	31	)	)	PUNCT
fis-3342	157	32	m.	m.	NOUN
fis-3342	157	33	khalaf	khalaf	PROPN
fis-3342	157	34	et	et	PROPN
fis-3342	157	35	alii	alii	PROPN
fis-3342	157	36	,	,	PUNCT
fis-3342	157	37	frattura	frattura	PROPN
fis-3342	157	38	ed	ed	PROPN
fis-3342	157	39	integrità	integrità	PROPN
fis-3342	157	40	strutturale	strutturale	PROPN
fis-3342	157	41	,	,	PUNCT
fis-3342	157	42	61	61	NUM
fis-3342	157	43	(	(	PUNCT
fis-3342	157	44	2022	2022	NUM
fis-3342	157	45	)	)	PUNCT
fis-3342	157	46	308	308	NUM
fis-3342	157	47	-	-	SYM
fis-3342	157	48	326	326	NUM
fis-3342	157	49	;	;	PUNCT
fis-3342	157	50	doi	doi	NOUN
fis-3342	157	51	:	:	PUNCT
fis-3342	157	52	10.3221	10.3221	NUM
fis-3342	157	53	/	/	SYM
fis-3342	157	54	igf	igf	PROPN
fis-3342	157	55	-	-	ADJ
fis-3342	157	56	esis.61.21	esis.61.21	PROPN
fis-3342	157	57	319	319	NUM
fis-3342	157	58	m3	m3	PROPN
fis-3342	157	59	and	and	CCONJ
fis-3342	157	60	up	up	ADP
fis-3342	157	61	to	to	ADP
fis-3342	157	62	only	only	ADV
fis-3342	157	63	61%pu	61%pu	ADJ
fis-3342	157	64	for	for	ADP
fis-3342	157	65	model	model	NOUN
fis-3342	157	66	m2	m2	PROPN
fis-3342	157	67	at	at	ADP
fis-3342	157	68	mid	mid	NOUN
fis-3342	157	69	-	-	NOUN
fis-3342	157	70	span	span	NOUN
fis-3342	157	71	of	of	ADP
fis-3342	157	72	interior	interior	ADJ
fis-3342	157	73	beams	beam	NOUN
fis-3342	157	74	.	.	PUNCT
fis-3342	158	1	although	although	SCONJ
fis-3342	158	2	deflection	deflection	NOUN
fis-3342	158	3	was	be	AUX
fis-3342	158	4	n't	not	PART
fis-3342	158	5	the	the	DET
fis-3342	158	6	main	main	ADJ
fis-3342	158	7	aim	aim	NOUN
fis-3342	158	8	of	of	ADP
fis-3342	158	9	this	this	DET
fis-3342	158	10	research	research	NOUN
fis-3342	158	11	,	,	PUNCT
fis-3342	158	12	it	it	PRON
fis-3342	158	13	can	can	AUX
fis-3342	158	14	be	be	AUX
fis-3342	158	15	stated	state	VERB
fis-3342	158	16	that	that	SCONJ
fis-3342	158	17	the	the	DET
fis-3342	158	18	opening	opening	NOUN
fis-3342	158	19	existence	existence	NOUN
fis-3342	158	20	close	close	ADJ
fis-3342	158	21	or	or	CCONJ
fis-3342	158	22	near	near	ADV
fis-3342	158	23	to	to	ADP
fis-3342	158	24	interior	interior	ADJ
fis-3342	158	25	supporting	support	VERB
fis-3342	158	26	beams	beam	NOUN
fis-3342	158	27	(	(	PUNCT
fis-3342	158	28	t	t	NOUN
fis-3342	158	29	-	-	PUNCT
fis-3342	158	30	section	section	NOUN
fis-3342	158	31	)	)	PUNCT
fis-3342	158	32	caused	cause	VERB
fis-3342	158	33	little	little	ADJ
fis-3342	158	34	less	less	ADV
fis-3342	158	35	undesired	undesired	ADJ
fis-3342	158	36	effect	effect	NOUN
fis-3342	158	37	than	than	ADP
fis-3342	158	38	for	for	ADP
fis-3342	158	39	exterior	exterior	ADJ
fis-3342	158	40	ones	one	NOUN
fis-3342	158	41	(	(	PUNCT
fis-3342	158	42	l	l	NOUN
fis-3342	158	43	-	-	NOUN
fis-3342	158	44	section	section	NOUN
fis-3342	158	45	)	)	PUNCT
fis-3342	158	46	due	due	ADP
fis-3342	158	47	to	to	ADP
fis-3342	158	48	their	their	PRON
fis-3342	158	49	relatively	relatively	ADV
fis-3342	158	50	more	more	ADJ
fis-3342	158	51	rigidities	rigidity	NOUN
fis-3342	158	52	.	.	PUNCT
fis-3342	159	1	the	the	DET
fis-3342	159	2	relative	relative	ADJ
fis-3342	159	3	horizontal	horizontal	ADJ
fis-3342	159	4	displacement	displacement	NOUN
fis-3342	159	5	between	between	ADP
fis-3342	159	6	the	the	DET
fis-3342	159	7	interior	interior	ADJ
fis-3342	159	8	steel	steel	NOUN
fis-3342	159	9	beam	beam	NOUN
fis-3342	159	10	and	and	CCONJ
fis-3342	159	11	the	the	DET
fis-3342	159	12	concrete	concrete	ADJ
fis-3342	159	13	slab	slab	NOUN
fis-3342	159	14	(	(	PUNCT
fis-3342	159	15	slippage	slippage	NOUN
fis-3342	159	16	)	)	PUNCT
fis-3342	159	17	initiated	initiate	VERB
fis-3342	159	18	at	at	ADP
fis-3342	159	19	56	56	NUM
fis-3342	159	20	%	%	NOUN
fis-3342	159	21	,	,	PUNCT
fis-3342	159	22	39	39	NUM
fis-3342	159	23	%	%	NOUN
fis-3342	159	24	and	and	CCONJ
fis-3342	159	25	50	50	NUM
fis-3342	159	26	%	%	NOUN
fis-3342	159	27	pu	pu	NOUN
fis-3342	159	28	for	for	ADP
fis-3342	159	29	models	model	NOUN
fis-3342	159	30	(	(	PUNCT
fis-3342	159	31	m1	m1	NOUN
fis-3342	159	32	;	;	PUNCT
fis-3342	159	33	m2	m2	PROPN
fis-3342	159	34	;	;	PUNCT
fis-3342	159	35	m3	m3	PROPN
fis-3342	159	36	)	)	PUNCT
fis-3342	159	37	respectively	respectively	ADV
fis-3342	159	38	as	as	SCONJ
fis-3342	159	39	can	can	AUX
fis-3342	159	40	be	be	AUX
fis-3342	159	41	stated	state	VERB
fis-3342	159	42	from	from	ADP
fis-3342	159	43	fig	fig	NOUN
fis-3342	159	44	.	.	PUNCT
fis-3342	160	1	27	27	NUM
fis-3342	160	2	.	.	PUNCT
fis-3342	161	1	slippage	slippage	NOUN
fis-3342	161	2	was	be	AUX
fis-3342	161	3	limited	limit	VERB
fis-3342	161	4	to	to	ADP
fis-3342	161	5	only	only	ADV
fis-3342	161	6	(	(	PUNCT
fis-3342	161	7	0.225	0.225	NUM
fis-3342	161	8	,	,	PUNCT
fis-3342	161	9	0.125	0.125	NUM
fis-3342	161	10	and	and	CCONJ
fis-3342	161	11	0.32	0.32	NUM
fis-3342	161	12	mm	mm	NOUN
fis-3342	161	13	)	)	PUNCT
fis-3342	161	14	at	at	ADP
fis-3342	161	15	failure	failure	NOUN
fis-3342	161	16	for	for	ADP
fis-3342	161	17	models	model	NOUN
fis-3342	161	18	(	(	PUNCT
fis-3342	161	19	m1	m1	NOUN
fis-3342	161	20	;	;	PUNCT
fis-3342	161	21	m2	m2	PROPN
fis-3342	161	22	and	and	CCONJ
fis-3342	161	23	m3	m3	PROPN
fis-3342	161	24	)	)	PUNCT
fis-3342	161	25	respectively	respectively	ADV
fis-3342	161	26	,	,	PUNCT
fis-3342	161	27	which	which	PRON
fis-3342	161	28	owing	owe	VERB
fis-3342	161	29	to	to	PART
fis-3342	161	30	experimentally	experimentally	ADV
fis-3342	161	31	achieved	achieve	VERB
fis-3342	161	32	full	full	ADJ
fis-3342	161	33	interaction	interaction	NOUN
fis-3342	161	34	between	between	ADP
fis-3342	161	35	the	the	DET
fis-3342	161	36	steel	steel	NOUN
fis-3342	161	37	beams	beam	NOUN
fis-3342	161	38	and	and	CCONJ
fis-3342	161	39	the	the	DET
fis-3342	161	40	composite	composite	ADJ
fis-3342	161	41	concrete	concrete	ADJ
fis-3342	161	42	slabs	slab	NOUN
fis-3342	161	43	.	.	PUNCT
fis-3342	162	1	figure	figure	VERB
fis-3342	162	2	27	27	NUM
fis-3342	162	3	:	:	PUNCT
fis-3342	162	4	loading	load	VERB
fis-3342	162	5	increments	increment	NOUN
fis-3342	162	6	vs.	vs.	ADP
fis-3342	162	7	slippage	slippage	NOUN
fis-3342	162	8	for	for	ADP
fis-3342	162	9	interior	interior	ADJ
fis-3342	162	10	beams	beam	NOUN
fis-3342	162	11	.	.	PUNCT
fis-3342	163	1	effective	effective	ADJ
fis-3342	163	2	width	width	ADJ
fis-3342	163	3	estimation	estimation	NOUN
fis-3342	163	4	uniform	uniform	NOUN
fis-3342	163	5	distributed	distribute	VERB
fis-3342	163	6	load	load	NOUN
fis-3342	163	7	igures.28	igures.28	NOUN
fis-3342	163	8	and	and	CCONJ
fis-3342	163	9	29	29	NUM
fis-3342	163	10	show	show	VERB
fis-3342	163	11	the	the	DET
fis-3342	163	12	calculated	calculated	ADJ
fis-3342	163	13	slab	slab	NOUN
fis-3342	163	14	effective	effective	ADJ
fis-3342	163	15	width	width	NOUN
fis-3342	163	16	as	as	ADP
fis-3342	163	17	a	a	DET
fis-3342	163	18	percentage	percentage	NOUN
fis-3342	163	19	of	of	ADP
fis-3342	163	20	structural	structural	ADJ
fis-3342	163	21	slab	slab	NOUN
fis-3342	163	22	width	width	NOUN
fis-3342	163	23	(	(	PUNCT
fis-3342	163	24			NOUN
fis-3342	163	25	)	)	PUNCT
fis-3342	163	26	for	for	ADP
fis-3342	163	27	both	both	CCONJ
fis-3342	163	28	exterior	exterior	ADJ
fis-3342	163	29	and	and	CCONJ
fis-3342	163	30	interior	interior	ADJ
fis-3342	163	31	beams	beam	NOUN
fis-3342	163	32	respectively	respectively	ADV
fis-3342	163	33	at	at	ADP
fis-3342	163	34	three	three	NUM
fis-3342	163	35	target	target	NOUN
fis-3342	163	36	sections	section	NOUN
fis-3342	163	37	(	(	PUNCT
fis-3342	163	38	within	within	ADP
fis-3342	163	39	span	span	NOUN
fis-3342	163	40	middle	middle	ADJ
fis-3342	163	41	third	third	ADJ
fis-3342	163	42	half	half	NOUN
fis-3342	163	43	where	where	SCONJ
fis-3342	163	44	sec.3	sec.3	NOUN
fis-3342	163	45	is	be	AUX
fis-3342	163	46	located	locate	VERB
fis-3342	163	47	at	at	ADP
fis-3342	163	48	beam	beam	PROPN
fis-3342	163	49	mid	mid	NOUN
fis-3342	163	50	-	-	NOUN
fis-3342	163	51	span	span	NOUN
fis-3342	163	52	and	and	CCONJ
fis-3342	163	53	sec.1	sec.1	PROPN
fis-3342	163	54	is	be	AUX
fis-3342	163	55	located	locate	VERB
fis-3342	163	56	at	at	ADP
fis-3342	163	57	third	third	ADJ
fis-3342	163	58	of	of	ADP
fis-3342	163	59	beam	beam	NOUN
fis-3342	163	60	span	span	NOUN
fis-3342	163	61	while	while	SCONJ
fis-3342	163	62	sec.2	sec.2	PROPN
fis-3342	163	63	is	be	AUX
fis-3342	163	64	in	in	ADP
fis-3342	163	65	between	between	ADP
fis-3342	163	66	at	at	ADP
fis-3342	163	67	mid	mid	NOUN
fis-3342	163	68	-	-	NOUN
fis-3342	163	69	distance	distance	NOUN
fis-3342	163	70	)	)	PUNCT
fis-3342	163	71	at	at	ADP
fis-3342	163	72	maximum	maximum	ADJ
fis-3342	163	73	applied	apply	VERB
fis-3342	163	74	uniform	uniform	ADJ
fis-3342	163	75	load	load	NOUN
fis-3342	163	76	of	of	ADP
fis-3342	163	77	180kg	180kg	PROPN
fis-3342	163	78	/	/	SYM
fis-3342	163	79	m2	m2	PROPN
fis-3342	163	80	.	.	PUNCT
fis-3342	164	1	the	the	DET
fis-3342	164	2	strain	strain	NOUN
fis-3342	164	3	distribution	distribution	NOUN
fis-3342	164	4	is	be	AUX
fis-3342	164	5	more	more	ADV
fis-3342	164	6	uniform	uniform	ADJ
fis-3342	164	7	enough	enough	ADV
fis-3342	164	8	to	to	PART
fis-3342	164	9	cause	cause	VERB
fis-3342	164	10	no	no	DET
fis-3342	164	11	noticeable	noticeable	ADJ
fis-3342	164	12	difference	difference	NOUN
fis-3342	164	13	in	in	ADP
fis-3342	164	14	results	result	NOUN
fis-3342	164	15	at	at	ADP
fis-3342	164	16	three	three	NUM
fis-3342	164	17	target	target	NOUN
fis-3342	164	18	sections	section	NOUN
fis-3342	164	19	in	in	ADP
fis-3342	164	20	model	model	NOUN
fis-3342	164	21	(	(	PUNCT
fis-3342	164	22	m1	m1	PROPN
fis-3342	164	23	;	;	PUNCT
fis-3342	164	24	without	without	ADP
fis-3342	164	25	openings	opening	NOUN
fis-3342	164	26	)	)	PUNCT
fis-3342	164	27	due	due	ADP
fis-3342	164	28	to	to	ADP
fis-3342	164	29	its	its	PRON
fis-3342	164	30	composite	composite	ADJ
fis-3342	164	31	slab	slab	NOUN
fis-3342	164	32	small	small	ADJ
fis-3342	164	33	rectangularity	rectangularity	NOUN
fis-3342	164	34	.	.	PUNCT
fis-3342	165	1	figure	figure	VERB
fis-3342	165	2	28	28	NUM
fis-3342	165	3	:	:	PUNCT
fis-3342	165	4	dial	dial	NOUN
fis-3342	165	5	(	(	PUNCT
fis-3342	165	6	3	3	NUM
fis-3342	165	7	)	)	PUNCT
fis-3342	165	8	effective	effective	ADJ
fis-3342	165	9	width	width	NOUN
fis-3342	165	10	of	of	ADP
fis-3342	165	11	exterior	exterior	ADJ
fis-3342	165	12	beams	beam	NOUN
fis-3342	165	13	with	with	ADP
fis-3342	165	14	(	(	PUNCT
fis-3342	165	15	l	l	NOUN
fis-3342	165	16	-	-	NOUN
fis-3342	165	17	section	section	NOUN
fis-3342	165	18	)	)	PUNCT
fis-3342	165	19	.	.	PUNCT
fis-3342	166	1	f	f	PROPN
fis-3342	166	2	m.	m.	PROPN
fis-3342	166	3	khalaf	khalaf	PROPN
fis-3342	166	4	et	et	PROPN
fis-3342	166	5	alii	alii	PROPN
fis-3342	166	6	,	,	PUNCT
fis-3342	166	7	frattura	frattura	PROPN
fis-3342	166	8	ed	ed	PROPN
fis-3342	166	9	integrità	integrità	PROPN
fis-3342	166	10	strutturale	strutturale	PROPN
fis-3342	166	11	,	,	PUNCT
fis-3342	166	12	61	61	NUM
fis-3342	166	13	(	(	PUNCT
fis-3342	166	14	2022	2022	NUM
fis-3342	166	15	)	)	PUNCT
fis-3342	166	16	308	308	NUM
fis-3342	166	17	-	-	SYM
fis-3342	166	18	326	326	NUM
fis-3342	166	19	;	;	PUNCT
fis-3342	166	20	doi	doi	NOUN
fis-3342	166	21	:	:	PUNCT
fis-3342	166	22	10.3221	10.3221	NUM
fis-3342	166	23	/	/	SYM
fis-3342	166	24	igf	igf	PROPN
fis-3342	166	25	-	-	ADJ
fis-3342	166	26	esis.61.21	esis.61.21	ADJ
fis-3342	166	27	320	320	NUM
fis-3342	166	28	figure	figure	NOUN
fis-3342	166	29	29	29	NUM
fis-3342	166	30	:	:	PUNCT
fis-3342	166	31	effective	effective	ADJ
fis-3342	166	32	width	width	NOUN
fis-3342	166	33	of	of	ADP
fis-3342	166	34	exterior	exterior	ADJ
fis-3342	166	35	beams	beam	NOUN
fis-3342	166	36	with	with	ADP
fis-3342	166	37	(	(	PUNCT
fis-3342	166	38	t	t	NOUN
fis-3342	166	39	-	-	PUNCT
fis-3342	166	40	section	section	NOUN
fis-3342	166	41	)	)	PUNCT
fis-3342	166	42	.	.	PUNCT
fis-3342	167	1	it	it	PRON
fis-3342	167	2	can	can	AUX
fis-3342	167	3	be	be	AUX
fis-3342	167	4	deduced	deduce	VERB
fis-3342	167	5	that	that	SCONJ
fis-3342	167	6	existence	existence	NOUN
fis-3342	167	7	of	of	ADP
fis-3342	167	8	openings	opening	NOUN
fis-3342	167	9	in	in	ADP
fis-3342	167	10	slab	slab	NOUN
fis-3342	167	11	more	more	ADV
fis-3342	167	12	away	away	ADV
fis-3342	167	13	from	from	ADP
fis-3342	167	14	exterior	exterior	ADJ
fis-3342	167	15	beams	beam	NOUN
fis-3342	167	16	(	(	PUNCT
fis-3342	167	17	yo=0.36	yo=0.36	NOUN
fis-3342	167	18	)	)	PUNCT
fis-3342	167	19	resulted	result	VERB
fis-3342	167	20	in	in	ADP
fis-3342	167	21	reduction	reduction	NOUN
fis-3342	167	22	in	in	ADP
fis-3342	167	23	the	the	DET
fis-3342	167	24	effective	effective	ADJ
fis-3342	167	25	width	width	NOUN
fis-3342	167	26	at	at	ADP
fis-3342	167	27	sec	sec	PROPN
fis-3342	167	28	.	.	PROPN
fis-3342	167	29	's	's	PART
fis-3342	167	30	1,2	1,2	NUM
fis-3342	167	31	and	and	CCONJ
fis-3342	167	32	3	3	NUM
fis-3342	167	33	by	by	ADP
fis-3342	167	34	only	only	ADV
fis-3342	167	35	1.5	1.5	NUM
fis-3342	167	36	%	%	NOUN
fis-3342	167	37	,	,	PUNCT
fis-3342	167	38	9.3	9.3	NUM
fis-3342	167	39	%	%	NOUN
fis-3342	167	40	and	and	CCONJ
fis-3342	167	41	20	20	NUM
fis-3342	167	42	%	%	NOUN
fis-3342	167	43	with	with	ADP
fis-3342	167	44	respect	respect	NOUN
fis-3342	167	45	to	to	ADP
fis-3342	167	46	that	that	PRON
fis-3342	167	47	without	without	ADP
fis-3342	167	48	opening	opening	NOUN
fis-3342	167	49	while	while	NOUN
fis-3342	167	50	by	by	ADP
fis-3342	167	51	locating	locate	VERB
fis-3342	167	52	them	they	PRON
fis-3342	167	53	more	more	ADJ
fis-3342	167	54	closing	closing	NOUN
fis-3342	167	55	to	to	ADP
fis-3342	167	56	it	it	PRON
fis-3342	167	57	(	(	PUNCT
fis-3342	167	58	yo=0.64	yo=0.64	NOUN
fis-3342	167	59	)	)	PUNCT
fis-3342	167	60	decrease	decrease	VERB
fis-3342	167	61	the	the	DET
fis-3342	167	62	effective	effective	ADJ
fis-3342	167	63	width	width	NOUN
fis-3342	167	64	by	by	ADP
fis-3342	167	65	26.5	26.5	NUM
fis-3342	167	66	%	%	NOUN
fis-3342	167	67	,	,	PUNCT
fis-3342	167	68	43.1	43.1	NUM
fis-3342	167	69	%	%	NOUN
fis-3342	167	70	and	and	CCONJ
fis-3342	167	71	45.7	45.7	NUM
fis-3342	167	72	%	%	NOUN
fis-3342	167	73	respectively	respectively	ADV
fis-3342	167	74	.	.	PUNCT
fis-3342	168	1	it	it	PRON
fis-3342	168	2	is	be	AUX
fis-3342	168	3	also	also	ADV
fis-3342	168	4	observed	observe	VERB
fis-3342	168	5	that	that	SCONJ
fis-3342	168	6	the	the	DET
fis-3342	168	7	effective	effective	ADJ
fis-3342	168	8	width	width	NOUN
fis-3342	168	9	at	at	ADP
fis-3342	168	10	section	section	NOUN
fis-3342	168	11	sec.1	sec.1	PROPN
fis-3342	168	12	has	have	VERB
fis-3342	168	13	approximately	approximately	ADV
fis-3342	168	14	the	the	DET
fis-3342	168	15	same	same	ADJ
fis-3342	168	16	vales	vale	NOUN
fis-3342	168	17	for	for	ADP
fis-3342	168	18	m1	m1	NOUN
fis-3342	168	19	and	and	CCONJ
fis-3342	168	20	m3	m3	PROPN
fis-3342	168	21	.	.	PUNCT
fis-3342	169	1	on	on	ADP
fis-3342	169	2	the	the	DET
fis-3342	169	3	other	other	ADJ
fis-3342	169	4	hand	hand	NOUN
fis-3342	169	5	,	,	PUNCT
fis-3342	169	6	existence	existence	NOUN
fis-3342	169	7	of	of	ADP
fis-3342	169	8	openings	opening	NOUN
fis-3342	169	9	in	in	ADP
fis-3342	169	10	slab	slab	NOUN
fis-3342	169	11	more	more	ADV
fis-3342	169	12	away	away	ADV
fis-3342	169	13	from	from	ADP
fis-3342	169	14	interior	interior	ADJ
fis-3342	169	15	beams	beam	NOUN
fis-3342	169	16	(	(	PUNCT
fis-3342	169	17	yo=0.64	yo=0.64	NOUN
fis-3342	169	18	)	)	PUNCT
fis-3342	169	19	resulted	result	VERB
fis-3342	169	20	in	in	ADP
fis-3342	169	21	reduction	reduction	NOUN
fis-3342	169	22	in	in	ADP
fis-3342	169	23	the	the	DET
fis-3342	169	24	effective	effective	ADJ
fis-3342	169	25	width	width	NOUN
fis-3342	169	26	at	at	ADP
fis-3342	169	27	sec	sec	PROPN
fis-3342	169	28	.	.	PROPN
fis-3342	169	29	's	's	PART
fis-3342	169	30	1,2	1,2	NUM
fis-3342	169	31	and	and	CCONJ
fis-3342	169	32	3	3	NUM
fis-3342	169	33	by	by	ADP
fis-3342	169	34	only	only	ADV
fis-3342	169	35	3.3	3.3	NUM
fis-3342	169	36	%	%	NOUN
fis-3342	169	37	,	,	PUNCT
fis-3342	169	38	0	0	NUM
fis-3342	169	39	%	%	NOUN
fis-3342	169	40	and	and	CCONJ
fis-3342	169	41	14.5	14.5	NUM
fis-3342	169	42	%	%	NOUN
fis-3342	169	43	with	with	ADP
fis-3342	169	44	respect	respect	NOUN
fis-3342	169	45	to	to	ADP
fis-3342	169	46	that	that	PRON
fis-3342	169	47	without	without	ADP
fis-3342	169	48	opening	opening	NOUN
fis-3342	169	49	while	while	NOUN
fis-3342	169	50	by	by	ADP
fis-3342	169	51	locating	locate	VERB
fis-3342	169	52	them	they	PRON
fis-3342	169	53	more	more	ADJ
fis-3342	169	54	closing	closing	NOUN
fis-3342	169	55	to	to	ADP
fis-3342	169	56	it	it	PRON
fis-3342	169	57	(	(	PUNCT
fis-3342	169	58	yo=0.36	yo=0.36	NOUN
fis-3342	169	59	)	)	PUNCT
fis-3342	169	60	decrease	decrease	VERB
fis-3342	169	61	the	the	DET
fis-3342	169	62	effective	effective	ADJ
fis-3342	169	63	width	width	NOUN
fis-3342	169	64	by	by	ADP
fis-3342	169	65	25.4	25.4	NUM
fis-3342	169	66	%	%	NOUN
fis-3342	169	67	,	,	PUNCT
fis-3342	169	68	50.8	50.8	NUM
fis-3342	169	69	%	%	NOUN
fis-3342	169	70	and	and	CCONJ
fis-3342	169	71	52.3	52.3	NUM
fis-3342	169	72	%	%	NOUN
fis-3342	169	73	respectively	respectively	ADV
fis-3342	169	74	.	.	PUNCT
fis-3342	170	1	it	it	PRON
fis-3342	170	2	is	be	AUX
fis-3342	170	3	obvious	obvious	ADJ
fis-3342	170	4	that	that	SCONJ
fis-3342	170	5	the	the	DET
fis-3342	170	6	effective	effective	ADJ
fis-3342	170	7	width	width	NOUN
fis-3342	170	8	at	at	ADP
fis-3342	170	9	section	section	NOUN
fis-3342	170	10	sec.2	sec.2	PROPN
fis-3342	170	11	has	have	VERB
fis-3342	170	12	exactly	exactly	ADV
fis-3342	170	13	the	the	DET
fis-3342	170	14	same	same	ADJ
fis-3342	170	15	vales	vale	NOUN
fis-3342	170	16	for	for	ADP
fis-3342	170	17	m1	m1	PROPN
fis-3342	170	18	and	and	CCONJ
fis-3342	170	19	m2	m2	PROPN
fis-3342	170	20	.	.	PUNCT
fis-3342	171	1	finally	finally	ADV
fis-3342	171	2	,	,	PUNCT
fis-3342	171	3	locating	locate	VERB
fis-3342	171	4	the	the	DET
fis-3342	171	5	openings	opening	NOUN
fis-3342	171	6	more	more	ADV
fis-3342	171	7	away	away	ADV
fis-3342	171	8	from	from	ADP
fis-3342	171	9	supporting	support	VERB
fis-3342	171	10	steel	steel	NOUN
fis-3342	171	11	beams	beam	NOUN
fis-3342	171	12	as	as	ADP
fis-3342	171	13	possible	possible	ADJ
fis-3342	171	14	as	as	SCONJ
fis-3342	171	15	could	could	AUX
fis-3342	171	16	makes	make	VERB
fis-3342	171	17	their	their	PRON
fis-3342	171	18	existence	existence	NOUN
fis-3342	171	19	undesired	undesired	ADJ
fis-3342	171	20	effects	effect	NOUN
fis-3342	171	21	on	on	ADP
fis-3342	171	22	estimated	estimate	VERB
fis-3342	171	23	effective	effective	ADJ
fis-3342	171	24	width	width	NOUN
fis-3342	171	25	decreased	decrease	VERB
fis-3342	171	26	as	as	ADV
fis-3342	171	27	structurally	structurally	ADV
fis-3342	171	28	preferred	prefer	VERB
fis-3342	171	29	.	.	PUNCT
fis-3342	172	1	figure	figure	NOUN
fis-3342	172	2	30	30	NUM
fis-3342	172	3	:	:	PUNCT
fis-3342	172	4	influence	influence	NOUN
fis-3342	172	5	of	of	ADP
fis-3342	172	6	loading	loading	NOUN
fis-3342	172	7	increments	increment	NOUN
fis-3342	172	8	vs.	vs.	ADP
fis-3342	172	9	effective	effective	ADJ
fis-3342	172	10	width	width	NOUN
fis-3342	172	11	for	for	ADP
fis-3342	172	12	exterior	exterior	ADJ
fis-3342	172	13	beams	beam	NOUN
fis-3342	172	14	.	.	PUNCT
fis-3342	173	1	(	(	PUNCT
fis-3342	173	2	a	a	X
fis-3342	173	3	)	)	PUNCT
fis-3342	173	4	sec.2	sec.2	NOUN
fis-3342	173	5	;	;	PUNCT
fis-3342	173	6	(	(	PUNCT
fis-3342	173	7	b	b	X
fis-3342	173	8	)	)	PUNCT
fis-3342	173	9	sec.3	sec.3	NOUN
fis-3342	173	10	.	.	PUNCT
fis-3342	174	1	concentrated	concentrate	VERB
fis-3342	174	2	loads	load	NOUN
fis-3342	174	3	unfortunately	unfortunately	ADV
fis-3342	174	4	,	,	PUNCT
fis-3342	174	5	recorded	record	VERB
fis-3342	174	6	results	result	NOUN
fis-3342	174	7	of	of	ADP
fis-3342	174	8	estimated	estimate	VERB
fis-3342	174	9	effective	effective	ADJ
fis-3342	174	10	width	width	NOUN
fis-3342	174	11	at	at	ADP
fis-3342	174	12	sec.1	sec.1	PROPN
fis-3342	174	13	are	be	AUX
fis-3342	174	14	suppressed	suppress	VERB
fis-3342	174	15	from	from	ADP
fis-3342	174	16	analysis	analysis	NOUN
fis-3342	174	17	as	as	ADP
fis-3342	174	18	a	a	DET
fis-3342	174	19	result	result	NOUN
fis-3342	174	20	of	of	ADP
fis-3342	174	21	its	its	PRON
fis-3342	174	22	location	location	NOUN
fis-3342	174	23	duo	duo	NOUN
fis-3342	174	24	to	to	ADP
fis-3342	174	25	their	their	PRON
fis-3342	174	26	interruptions	interruption	NOUN
fis-3342	174	27	where	where	SCONJ
fis-3342	174	28	high	high	ADJ
fis-3342	174	29	stress	stress	NOUN
fis-3342	174	30	concentrations	concentration	NOUN
fis-3342	174	31	existed	exist	VERB
fis-3342	174	32	;	;	PUNCT
fis-3342	174	33	as	as	SCONJ
fis-3342	174	34	initially	initially	ADV
fis-3342	174	35	expected	expect	VERB
fis-3342	174	36	;	;	PUNCT
fis-3342	174	37	at	at	ADP
fis-3342	174	38	regions	region	NOUN
fis-3342	174	39	in	in	ADP
fis-3342	174	40	vicinity	vicinity	NOUN
fis-3342	174	41	to	to	ADP
fis-3342	174	42	concentrated	concentrated	ADJ
fis-3342	174	43	loads	load	NOUN
fis-3342	174	44	points	point	NOUN
fis-3342	174	45	of	of	ADP
fis-3342	174	46	applications	application	NOUN
fis-3342	174	47	.	.	PUNCT
fis-3342	175	1	fig	fig	NOUN
fis-3342	175	2	.	.	PUNCT
fis-3342	176	1	30	30	NUM
fis-3342	176	2	represents	represent	VERB
fis-3342	176	3	the	the	DET
fis-3342	176	4	normalized	normalize	VERB
fis-3342	176	5	effective	effective	ADJ
fis-3342	176	6	width	width	NOUN
fis-3342	176	7	(	(	PUNCT
fis-3342	176	8			NOUN
fis-3342	176	9	)	)	PUNCT
fis-3342	176	10	at	at	ADP
fis-3342	176	11	sec	sec	PROPN
fis-3342	176	12	.	.	PROPN
fis-3342	176	13	's	's	PART
fis-3342	176	14	2	2	NUM
fis-3342	176	15	and	and	CCONJ
fis-3342	176	16	3	3	NUM
fis-3342	176	17	for	for	ADP
fis-3342	176	18	exterior	exterior	ADJ
fis-3342	176	19	supporting	support	VERB
fis-3342	176	20	steel	steel	NOUN
fis-3342	176	21	beams	beam	NOUN
fis-3342	176	22	due	due	ADP
fis-3342	176	23	to	to	ADP
fis-3342	176	24	different	different	ADJ
fis-3342	176	25	loading	loading	NOUN
fis-3342	176	26	levels	level	NOUN
fis-3342	176	27	till	till	SCONJ
fis-3342	176	28	failure	failure	NOUN
fis-3342	176	29	.	.	PUNCT
fis-3342	177	1	except	except	SCONJ
fis-3342	177	2	some	some	DET
fis-3342	177	3	interrupted	interrupted	ADJ
fis-3342	177	4	results	result	NOUN
fis-3342	177	5	at	at	ADP
fis-3342	177	6	start	start	NOUN
fis-3342	177	7	,	,	PUNCT
fis-3342	177	8	there	there	PRON
fis-3342	177	9	is	be	VERB
fis-3342	177	10	no	no	DET
fis-3342	177	11	noticeable	noticeable	ADJ
fis-3342	177	12	difference	difference	NOUN
fis-3342	177	13	in	in	ADP
fis-3342	177	14	effective	effective	ADJ
fis-3342	177	15	width	width	NOUN
fis-3342	177	16	estimated	estimate	VERB
fis-3342	177	17	at	at	ADP
fis-3342	177	18	mid	mid	NOUN
fis-3342	177	19	-	-	NOUN
fis-3342	177	20	span	span	NOUN
fis-3342	177	21	(	(	PUNCT
fis-3342	177	22	sec.3	sec.3	NOUN
fis-3342	177	23	)	)	PUNCT
fis-3342	177	24	for	for	ADP
fis-3342	177	25	models	model	NOUN
fis-3342	177	26	m1	m1	PROPN
fis-3342	177	27	and	and	CCONJ
fis-3342	177	28	m3	m3	PROPN
fis-3342	177	29	which	which	PRON
fis-3342	177	30	may	may	AUX
fis-3342	177	31	be	be	AUX
fis-3342	177	32	interpreted	interpret	VERB
fis-3342	177	33	by	by	ADP
fis-3342	177	34	locating	locate	VERB
fis-3342	177	35	openings	opening	NOUN
fis-3342	177	36	more	more	ADV
fis-3342	177	37	away	away	ADV
fis-3342	177	38	enough	enough	ADV
fis-3342	177	39	from	from	ADP
fis-3342	177	40	beams	beam	NOUN
fis-3342	177	41	axes	axis	NOUN
fis-3342	177	42	.	.	PUNCT
fis-3342	178	1	in	in	ADP
fis-3342	178	2	the	the	DET
fis-3342	178	3	other	other	ADJ
fis-3342	178	4	hand	hand	NOUN
fis-3342	178	5	,	,	PUNCT
fis-3342	178	6	the	the	DET
fis-3342	178	7	effective	effective	ADJ
fis-3342	178	8	width	width	NOUN
fis-3342	178	9	at	at	ADP
fis-3342	178	10	sec	sec	PROPN
fis-3342	178	11	.	.	PROPN
fis-3342	178	12	2	2	NUM
fis-3342	178	13	in	in	ADP
fis-3342	178	14	model	model	NOUN
fis-3342	178	15	(	(	PUNCT
fis-3342	178	16	m3	m3	PROPN
fis-3342	178	17	)	)	PUNCT
fis-3342	178	18	decreased	decrease	VERB
fis-3342	178	19	by	by	ADP
fis-3342	178	20	about	about	ADV
fis-3342	178	21	20	20	NUM
fis-3342	178	22	%	%	NOUN
fis-3342	178	23	in	in	ADP
fis-3342	178	24	average	average	NOUN
fis-3342	178	25	compared	compare	VERB
fis-3342	178	26	to	to	ADP
fis-3342	178	27	that	that	PRON
fis-3342	178	28	for	for	ADP
fis-3342	178	29	model	model	NOUN
fis-3342	178	30	(	(	PUNCT
fis-3342	178	31	m1	m1	PROPN
fis-3342	178	32	)	)	PUNCT
fis-3342	178	33	which	which	PRON
fis-3342	178	34	may	may	AUX
fis-3342	178	35	be	be	AUX
fis-3342	178	36	due	due	ADJ
fis-3342	178	37	to	to	ADP
fis-3342	178	38	its	its	PRON
fis-3342	178	39	closer	close	ADJ
fis-3342	178	40	location	location	NOUN
fis-3342	178	41	to	to	PART
fis-3342	178	42	stress	stress	VERB
fis-3342	178	43	concentration	concentration	NOUN
fis-3342	178	44	region	region	NOUN
fis-3342	178	45	near	near	ADP
fis-3342	178	46	openings	opening	NOUN
fis-3342	178	47	corners	corner	NOUN
fis-3342	178	48	.	.	PUNCT
fis-3342	179	1	for	for	ADP
fis-3342	179	2	model	model	NOUN
fis-3342	179	3	(	(	PUNCT
fis-3342	179	4	m2	m2	PROPN
fis-3342	179	5	)	)	PUNCT
fis-3342	179	6	where	where	SCONJ
fis-3342	179	7	openings	opening	NOUN
fis-3342	179	8	are	be	AUX
fis-3342	179	9	located	locate	VERB
fis-3342	179	10	closer	close	ADV
fis-3342	179	11	to	to	ADP
fis-3342	179	12	exterior	exterior	ADJ
fis-3342	179	13	beams	beam	NOUN
fis-3342	179	14	axes	axis	NOUN
fis-3342	179	15	,	,	PUNCT
fis-3342	179	16	the	the	DET
fis-3342	179	17	effective	effective	ADJ
fis-3342	179	18	width	width	NOUN
fis-3342	179	19	estimated	estimate	VERB
fis-3342	179	20	at	at	ADP
fis-3342	179	21	both	both	DET
fis-3342	179	22	(	(	PUNCT
fis-3342	179	23	a	a	NOUN
fis-3342	179	24	)	)	PUNCT
fis-3342	179	25	(	(	PUNCT
fis-3342	179	26	b	b	X
fis-3342	179	27	)	)	PUNCT
fis-3342	179	28	m.	m.	NOUN
fis-3342	179	29	khalaf	khalaf	PROPN
fis-3342	179	30	et	et	PROPN
fis-3342	179	31	alii	alii	PROPN
fis-3342	179	32	,	,	PUNCT
fis-3342	179	33	frattura	frattura	PROPN
fis-3342	179	34	ed	ed	PROPN
fis-3342	179	35	integrità	integrità	PROPN
fis-3342	179	36	strutturale	strutturale	PROPN
fis-3342	179	37	,	,	PUNCT
fis-3342	179	38	61	61	NUM
fis-3342	179	39	(	(	PUNCT
fis-3342	179	40	2022	2022	NUM
fis-3342	179	41	)	)	PUNCT
fis-3342	179	42	308	308	NUM
fis-3342	179	43	-	-	SYM
fis-3342	179	44	326	326	NUM
fis-3342	179	45	;	;	PUNCT
fis-3342	179	46	doi	doi	NOUN
fis-3342	179	47	:	:	PUNCT
fis-3342	179	48	10.3221	10.3221	NUM
fis-3342	179	49	/	/	SYM
fis-3342	179	50	igf	igf	PROPN
fis-3342	179	51	-	-	ADJ
fis-3342	179	52	esis.61.21	esis.61.21	ADJ
fis-3342	179	53	321	321	NUM
fis-3342	179	54	sections	section	NOUN
fis-3342	179	55	2	2	NUM
fis-3342	179	56	and	and	CCONJ
fis-3342	179	57	3	3	NUM
fis-3342	179	58	was	be	AUX
fis-3342	179	59	decreased	decrease	VERB
fis-3342	179	60	by	by	ADP
fis-3342	179	61	50	50	NUM
fis-3342	179	62	%	%	NOUN
fis-3342	179	63	in	in	ADP
fis-3342	179	64	average	average	NOUN
fis-3342	179	65	compared	compare	VERB
fis-3342	179	66	to	to	ADP
fis-3342	179	67	that	that	PRON
fis-3342	179	68	of	of	ADP
fis-3342	179	69	reference	reference	NOUN
fis-3342	179	70	model	model	NOUN
fis-3342	179	71	without	without	ADP
fis-3342	179	72	opening	opening	NOUN
fis-3342	179	73	(	(	PUNCT
fis-3342	179	74	m1	m1	NOUN
fis-3342	179	75	)	)	PUNCT
fis-3342	179	76	.	.	PUNCT
fis-3342	180	1	this	this	DET
fis-3342	180	2	great	great	ADJ
fis-3342	180	3	reduction	reduction	NOUN
fis-3342	180	4	is	be	AUX
fis-3342	180	5	due	due	ADJ
fis-3342	180	6	to	to	ADP
fis-3342	180	7	openings	opening	NOUN
fis-3342	180	8	which	which	PRON
fis-3342	180	9	were	be	AUX
fis-3342	180	10	located	locate	VERB
fis-3342	180	11	within	within	ADP
fis-3342	180	12	structural	structural	ADJ
fis-3342	180	13	areas	area	NOUN
fis-3342	180	14	carried	carry	VERB
fis-3342	180	15	by	by	ADP
fis-3342	180	16	exterior	exterior	ADJ
fis-3342	180	17	beams	beam	NOUN
fis-3342	180	18	which	which	PRON
fis-3342	180	19	relatively	relatively	ADV
fis-3342	180	20	reduced	reduce	VERB
fis-3342	180	21	constantly	constantly	ADV
fis-3342	180	22	their	their	PRON
fis-3342	180	23	structural	structural	ADJ
fis-3342	180	24	capacities	capacity	NOUN
fis-3342	180	25	during	during	ADP
fis-3342	180	26	loading	load	VERB
fis-3342	180	27	stages	stage	NOUN
fis-3342	180	28	.	.	PUNCT
fis-3342	181	1	figure	figure	VERB
fis-3342	181	2	31	31	NUM
fis-3342	181	3	:	:	PUNCT
fis-3342	181	4	influence	influence	NOUN
fis-3342	181	5	of	of	ADP
fis-3342	181	6	loading	loading	NOUN
fis-3342	181	7	increments	increment	NOUN
fis-3342	181	8	vs.	vs.	ADP
fis-3342	181	9	effective	effective	ADJ
fis-3342	181	10	width	width	NOUN
fis-3342	181	11	for	for	ADP
fis-3342	181	12	interior	interior	ADJ
fis-3342	181	13	beams	beam	NOUN
fis-3342	181	14	.	.	PUNCT
fis-3342	182	1	(	(	PUNCT
fis-3342	182	2	a	a	X
fis-3342	182	3	)	)	PUNCT
fis-3342	182	4	sec.2	sec.2	NOUN
fis-3342	182	5	;	;	PUNCT
fis-3342	182	6	(	(	PUNCT
fis-3342	182	7	b	b	X
fis-3342	182	8	)	)	PUNCT
fis-3342	182	9	sec.3	sec.3	NOUN
fis-3342	182	10	.	.	PUNCT
fis-3342	183	1	fig	fig	NOUN
fis-3342	183	2	.	.	PUNCT
fis-3342	184	1	31	31	NUM
fis-3342	184	2	represents	represent	VERB
fis-3342	184	3	the	the	DET
fis-3342	184	4	normalized	normalize	VERB
fis-3342	184	5	effective	effective	ADJ
fis-3342	184	6	width	width	NOUN
fis-3342	184	7	(	(	PUNCT
fis-3342	184	8			NOUN
fis-3342	184	9	)	)	PUNCT
fis-3342	184	10	at	at	ADP
fis-3342	184	11	sec	sec	PROPN
fis-3342	184	12	.	.	PROPN
fis-3342	184	13	's	's	PART
fis-3342	184	14	2	2	NUM
fis-3342	184	15	and	and	CCONJ
fis-3342	184	16	3	3	NUM
fis-3342	184	17	for	for	ADP
fis-3342	184	18	interior	interior	ADJ
fis-3342	184	19	beams	beam	NOUN
fis-3342	184	20	till	till	SCONJ
fis-3342	184	21	failure	failure	NOUN
fis-3342	184	22	.	.	PUNCT
fis-3342	185	1	regardless	regardless	ADV
fis-3342	185	2	observed	observe	VERB
fis-3342	185	3	fluctuation	fluctuation	NOUN
fis-3342	185	4	of	of	ADP
fis-3342	185	5	recorded	record	VERB
fis-3342	185	6	results	result	NOUN
fis-3342	185	7	at	at	ADP
fis-3342	185	8	early	early	ADJ
fis-3342	185	9	loading	loading	NOUN
fis-3342	185	10	stages	stage	NOUN
fis-3342	185	11	;	;	PUNCT
fis-3342	185	12	the	the	DET
fis-3342	185	13	slab	slab	NOUN
fis-3342	185	14	estimated	estimate	VERB
fis-3342	185	15	effective	effective	ADJ
fis-3342	185	16	width	width	NOUN
fis-3342	185	17	at	at	ADP
fis-3342	185	18	sec	sec	PROPN
fis-3342	185	19	.	.	PROPN
fis-3342	185	20	's	's	PART
fis-3342	185	21	2	2	NUM
fis-3342	185	22	and	and	CCONJ
fis-3342	185	23	3	3	NUM
fis-3342	185	24	for	for	ADP
fis-3342	185	25	model	model	NOUN
fis-3342	185	26	(	(	PUNCT
fis-3342	185	27	m2	m2	PROPN
fis-3342	185	28	)	)	PUNCT
fis-3342	185	29	decreased	decrease	VERB
fis-3342	185	30	by	by	ADP
fis-3342	185	31	25	25	NUM
fis-3342	185	32	%	%	NOUN
fis-3342	185	33	and	and	CCONJ
fis-3342	185	34	20	20	NUM
fis-3342	185	35	%	%	NOUN
fis-3342	185	36	in	in	ADP
fis-3342	185	37	average	average	NOUN
fis-3342	185	38	at	at	ADP
fis-3342	185	39	39	39	NUM
fis-3342	185	40	%	%	NOUN
fis-3342	185	41	and	and	CCONJ
fis-3342	185	42	79%pu	79%pu	NOUN
fis-3342	185	43	compared	compare	VERB
fis-3342	185	44	to	to	ADP
fis-3342	185	45	that	that	PRON
fis-3342	185	46	for	for	ADP
fis-3342	185	47	reference	reference	NOUN
fis-3342	185	48	model	model	NOUN
fis-3342	185	49	without	without	ADP
fis-3342	185	50	opening	open	VERB
fis-3342	185	51	respectively	respectively	ADV
fis-3342	185	52	,	,	PUNCT
fis-3342	185	53	while	while	SCONJ
fis-3342	185	54	it	it	PRON
fis-3342	185	55	decreased	decrease	VERB
fis-3342	185	56	to	to	PART
fis-3342	185	57	be	be	AUX
fis-3342	185	58	only	only	ADV
fis-3342	185	59	15.5	15.5	NUM
fis-3342	185	60	%	%	NOUN
fis-3342	185	61	before	before	ADP
fis-3342	185	62	failure	failure	NOUN
fis-3342	185	63	(	(	PUNCT
fis-3342	185	64	123%pu	123%pu	NUM
fis-3342	185	65	)	)	PUNCT
fis-3342	185	66	.	.	PUNCT
fis-3342	186	1	these	these	DET
fis-3342	186	2	statements	statement	NOUN
fis-3342	186	3	are	be	AUX
fis-3342	186	4	unlike	unlike	ADP
fis-3342	186	5	those	those	PRON
fis-3342	186	6	recorded	record	VERB
fis-3342	186	7	for	for	ADP
fis-3342	186	8	exterior	exterior	ADJ
fis-3342	186	9	beams	beam	NOUN
fis-3342	186	10	.	.	PUNCT
fis-3342	187	1	as	as	SCONJ
fis-3342	187	2	previously	previously	ADV
fis-3342	187	3	deduced	deduce	VERB
fis-3342	187	4	for	for	ADP
fis-3342	187	5	model	model	NOUN
fis-3342	187	6	(	(	PUNCT
fis-3342	187	7	m2	m2	PROPN
fis-3342	187	8	)	)	PUNCT
fis-3342	187	9	concerned	concern	VERB
fis-3342	187	10	with	with	ADP
fis-3342	187	11	exterior	exterior	ADJ
fis-3342	187	12	beams	beam	NOUN
fis-3342	187	13	;	;	PUNCT
fis-3342	187	14	fig	fig	NOUN
fis-3342	187	15	.	.	PUNCT
fis-3342	188	1	30	30	NUM
fis-3342	188	2	,	,	PUNCT
fis-3342	188	3	the	the	DET
fis-3342	188	4	same	same	ADJ
fis-3342	188	5	conclusions	conclusion	NOUN
fis-3342	188	6	can	can	AUX
fis-3342	188	7	be	be	AUX
fis-3342	188	8	stated	state	VERB
fis-3342	188	9	where	where	SCONJ
fis-3342	188	10	openings	opening	NOUN
fis-3342	188	11	are	be	AUX
fis-3342	188	12	far	far	ADV
fis-3342	188	13	away	away	ADV
fis-3342	188	14	enough	enough	ADV
fis-3342	188	15	from	from	ADP
fis-3342	188	16	interior	interior	ADJ
fis-3342	188	17	beams	beam	NOUN
fis-3342	188	18	in	in	ADP
fis-3342	188	19	model	model	NOUN
fis-3342	188	20	(	(	PUNCT
fis-3342	188	21	m3	m3	PROPN
fis-3342	188	22	)	)	PUNCT
fis-3342	188	23	.	.	PUNCT
fis-3342	189	1	the	the	DET
fis-3342	189	2	fluctuation	fluctuation	NOUN
fis-3342	189	3	of	of	ADP
fis-3342	189	4	estimated	estimate	VERB
fis-3342	189	5	slab	slab	NOUN
fis-3342	189	6	effective	effective	ADJ
fis-3342	189	7	width	width	ADJ
fis-3342	189	8	values	value	NOUN
fis-3342	189	9	at	at	ADP
fis-3342	189	10	sections	section	NOUN
fis-3342	189	11	2	2	NUM
fis-3342	189	12	and	and	CCONJ
fis-3342	189	13	3	3	NUM
fis-3342	189	14	for	for	ADP
fis-3342	189	15	model	model	NOUN
fis-3342	189	16	(	(	PUNCT
fis-3342	189	17	m1	m1	PROPN
fis-3342	189	18	,	,	PUNCT
fis-3342	189	19	m2	m2	PROPN
fis-3342	189	20	,	,	PUNCT
fis-3342	189	21	m3	m3	PROPN
fis-3342	189	22	)	)	PUNCT
fis-3342	189	23	were	be	AUX
fis-3342	189	24	limited	limit	VERB
fis-3342	189	25	to	to	ADP
fis-3342	189	26	6	6	NUM
fis-3342	189	27	%	%	NOUN
fis-3342	189	28	and	and	CCONJ
fis-3342	189	29	3	3	NUM
fis-3342	189	30	%	%	NOUN
fis-3342	189	31	and	and	CCONJ
fis-3342	189	32	8	8	NUM
fis-3342	189	33	%	%	NOUN
fis-3342	189	34	in	in	ADP
fis-3342	189	35	average	average	NOUN
fis-3342	189	36	during	during	ADP
fis-3342	189	37	all	all	DET
fis-3342	189	38	loading	loading	NOUN
fis-3342	189	39	stages	stage	NOUN
fis-3342	189	40	for	for	ADP
fis-3342	189	41	exterior	exterior	ADJ
fis-3342	189	42	beams	beam	NOUN
fis-3342	189	43	while	while	SCONJ
fis-3342	189	44	these	these	DET
fis-3342	189	45	ratios	ratio	NOUN
fis-3342	189	46	were	be	AUX
fis-3342	189	47	only	only	ADV
fis-3342	189	48	4.5	4.5	NUM
fis-3342	189	49	%	%	NOUN
fis-3342	189	50	,	,	PUNCT
fis-3342	189	51	2.5	2.5	NUM
fis-3342	189	52	%	%	NOUN
fis-3342	189	53	and	and	CCONJ
fis-3342	189	54	3.5	3.5	NUM
fis-3342	189	55	%	%	NOUN
fis-3342	189	56	in	in	ADP
fis-3342	189	57	average	average	NOUN
fis-3342	189	58	for	for	ADP
fis-3342	189	59	model	model	NOUN
fis-3342	189	60	(	(	PUNCT
fis-3342	189	61	m1	m1	PROPN
fis-3342	189	62	,	,	PUNCT
fis-3342	189	63	m2	m2	PROPN
fis-3342	189	64	,	,	PUNCT
fis-3342	189	65	and	and	CCONJ
fis-3342	189	66	m3	m3	PROPN
fis-3342	189	67	)	)	PUNCT
fis-3342	189	68	respectively	respectively	ADV
fis-3342	189	69	for	for	ADP
fis-3342	189	70	interior	interior	ADJ
fis-3342	189	71	beams	beam	NOUN
fis-3342	189	72	.	.	PUNCT
fis-3342	190	1	for	for	ADP
fis-3342	190	2	the	the	DET
fis-3342	190	3	sake	sake	NOUN
fis-3342	190	4	of	of	ADP
fis-3342	190	5	constituting	constitute	VERB
fis-3342	190	6	an	an	DET
fis-3342	190	7	overview	overview	NOUN
fis-3342	190	8	for	for	ADP
fis-3342	190	9	effect	effect	NOUN
fis-3342	190	10	of	of	ADP
fis-3342	190	11	loading	loading	NOUN
fis-3342	190	12	types	type	NOUN
fis-3342	190	13	and	and	CCONJ
fis-3342	190	14	openings	opening	NOUN
fis-3342	190	15	locations	location	NOUN
fis-3342	190	16	on	on	ADP
fis-3342	190	17	composite	composite	ADJ
fis-3342	190	18	slab	slab	NOUN
fis-3342	190	19	acting	act	VERB
fis-3342	190	20	as	as	ADP
fis-3342	190	21	effective	effective	ADJ
fis-3342	190	22	width	width	NOUN
fis-3342	190	23	(	(	PUNCT
fis-3342	190	24	be	be	AUX
fis-3342	190	25	)	)	PUNCT
fis-3342	190	26	of	of	ADP
fis-3342	190	27	supporting	support	VERB
fis-3342	190	28	steel	steel	NOUN
fis-3342	190	29	beam	beam	NOUN
fis-3342	190	30	for	for	ADP
fis-3342	190	31	design	design	NOUN
fis-3342	190	32	purposes	purpose	NOUN
fis-3342	190	33	,	,	PUNCT
fis-3342	190	34	a	a	DET
fis-3342	190	35	factor	factor	NOUN
fis-3342	190	36	(	(	PUNCT
fis-3342	190	37	d);.[minimum	d);.[minimum	ADJ
fis-3342	190	38	value	value	NOUN
fis-3342	190	39	of	of	ADP
fis-3342	190	40	(	(	PUNCT
fis-3342	190	41	be	be	AUX
fis-3342	190	42	)	)	PUNCT
fis-3342	190	43	within	within	ADP
fis-3342	190	44	middle	middle	ADJ
fis-3342	190	45	third	third	NOUN
fis-3342	190	46	of	of	ADP
fis-3342	190	47	beam	beam	NOUN
fis-3342	190	48	span	span	NOUN
fis-3342	190	49	compared	compare	VERB
fis-3342	190	50	to	to	ADP
fis-3342	190	51	composite	composite	ADJ
fis-3342	190	52	slab	slab	NOUN
fis-3342	190	53	structural	structural	ADJ
fis-3342	190	54	loading	loading	NOUN
fis-3342	190	55	area	area	NOUN
fis-3342	190	56	width	width	NOUN
fis-3342	190	57	(	(	PUNCT
fis-3342	190	58	b	b	NOUN
fis-3342	190	59	*	*	PUNCT
fis-3342	190	60	)	)	PUNCT
fis-3342	190	61	carried	carry	VERB
fis-3342	190	62	by	by	ADP
fis-3342	190	63	supporting	support	VERB
fis-3342	190	64	steel	steel	NOUN
fis-3342	190	65	beam	beam	NOUN
fis-3342	190	66	]	]	PUNCT
fis-3342	190	67	was	be	AUX
fis-3342	190	68	introduced	introduce	VERB
fis-3342	190	69	.	.	PUNCT
fis-3342	191	1	figure	figure	VERB
fis-3342	191	2	32	32	NUM
fis-3342	191	3	:	:	PUNCT
fis-3342	191	4	influence	influence	NOUN
fis-3342	191	5	of	of	ADP
fis-3342	191	6	loading	loading	NOUN
fis-3342	191	7	type	type	NOUN
fis-3342	191	8	and	and	CCONJ
fis-3342	191	9	opening	opening	NOUN
fis-3342	191	10	location	location	NOUN
fis-3342	191	11	on	on	ADP
fis-3342	191	12	effective	effective	ADJ
fis-3342	191	13	width	width	NOUN
fis-3342	191	14	for	for	ADP
fis-3342	191	15	exterior	exterior	ADJ
fis-3342	191	16	beams	beam	NOUN
fis-3342	191	17	with	with	ADP
fis-3342	191	18	l	l	PROPN
fis-3342	191	19	-	-	NOUN
fis-3342	191	20	sec	sec	PROPN
fis-3342	191	21	;	;	PUNCT
fis-3342	191	22	(	(	PUNCT
fis-3342	191	23	d	d	NOUN
fis-3342	191	24	)	)	PUNCT
fis-3342	191	25	.	.	PUNCT
fis-3342	192	1	(	(	PUNCT
fis-3342	192	2	a	a	X
fis-3342	192	3	)	)	PUNCT
fis-3342	192	4	(	(	PUNCT
fis-3342	192	5	b	b	X
fis-3342	192	6	)	)	PUNCT
fis-3342	192	7	m.	m.	NOUN
fis-3342	192	8	khalaf	khalaf	PROPN
fis-3342	192	9	et	et	PROPN
fis-3342	192	10	alii	alii	PROPN
fis-3342	192	11	,	,	PUNCT
fis-3342	192	12	frattura	frattura	PROPN
fis-3342	192	13	ed	ed	PROPN
fis-3342	192	14	integrità	integrità	PROPN
fis-3342	192	15	strutturale	strutturale	PROPN
fis-3342	192	16	,	,	PUNCT
fis-3342	192	17	61	61	NUM
fis-3342	192	18	(	(	PUNCT
fis-3342	192	19	2022	2022	NUM
fis-3342	192	20	)	)	PUNCT
fis-3342	192	21	308	308	NUM
fis-3342	192	22	-	-	SYM
fis-3342	192	23	326	326	NUM
fis-3342	192	24	;	;	PUNCT
fis-3342	192	25	doi	doi	NOUN
fis-3342	192	26	:	:	PUNCT
fis-3342	192	27	10.3221	10.3221	NUM
fis-3342	192	28	/	/	SYM
fis-3342	192	29	igf	igf	PROPN
fis-3342	192	30	-	-	ADJ
fis-3342	192	31	esis.61.21	esis.61.21	ADJ
fis-3342	192	32	322	322	NUM
fis-3342	192	33	figure	figure	NOUN
fis-3342	192	34	33	33	NUM
fis-3342	192	35	:	:	PUNCT
fis-3342	192	36	influence	influence	NOUN
fis-3342	192	37	of	of	ADP
fis-3342	192	38	loading	loading	NOUN
fis-3342	192	39	type	type	NOUN
fis-3342	192	40	and	and	CCONJ
fis-3342	192	41	opening	opening	NOUN
fis-3342	192	42	location	location	NOUN
fis-3342	192	43	on	on	ADP
fis-3342	192	44	effective	effective	ADJ
fis-3342	192	45	width	width	NOUN
fis-3342	192	46	for	for	ADP
fis-3342	192	47	interior	interior	ADJ
fis-3342	192	48	beams	beam	NOUN
fis-3342	192	49	with	with	ADP
fis-3342	192	50	t	t	PROPN
fis-3342	192	51	-	-	PUNCT
fis-3342	192	52	sec	sec	PROPN
fis-3342	192	53	;	;	PUNCT
fis-3342	192	54	(	(	PUNCT
fis-3342	192	55	d	d	NOUN
fis-3342	192	56	)	)	PUNCT
fis-3342	192	57	.	.	PUNCT
fis-3342	193	1	as	as	SCONJ
fis-3342	193	2	can	can	AUX
fis-3342	193	3	be	be	AUX
fis-3342	193	4	deduced	deduce	VERB
fis-3342	193	5	from	from	ADP
fis-3342	193	6	fig	fig	NOUN
fis-3342	193	7	.	.	PUNCT
fis-3342	194	1	32	32	NUM
fis-3342	195	1	for	for	ADP
fis-3342	195	2	exterior	exterior	ADJ
fis-3342	195	3	beams	beam	NOUN
fis-3342	195	4	within	within	ADP
fis-3342	195	5	range	range	NOUN
fis-3342	195	6	of	of	ADP
fis-3342	195	7	uniform	uniform	ADJ
fis-3342	195	8	loading	loading	NOUN
fis-3342	195	9	exerted	exert	VERB
fis-3342	195	10	intensity	intensity	NOUN
fis-3342	195	11	resultant	resultant	NOUN
fis-3342	195	12	,	,	PUNCT
fis-3342	195	13	(	(	PUNCT
fis-3342	195	14	d	d	NOUN
fis-3342	195	15	)	)	PUNCT
fis-3342	195	16	was	be	AUX
fis-3342	195	17	decreased	decrease	VERB
fis-3342	195	18	by	by	ADP
fis-3342	195	19	12	12	NUM
fis-3342	195	20	%	%	NOUN
fis-3342	195	21	and	and	CCONJ
fis-3342	195	22	15.9	15.9	NUM
fis-3342	195	23	%	%	NOUN
fis-3342	195	24	for	for	ADP
fis-3342	195	25	(	(	PUNCT
fis-3342	195	26	m1	m1	PROPN
fis-3342	195	27	,	,	PUNCT
fis-3342	195	28	m2	m2	PROPN
fis-3342	195	29	)	)	PUNCT
fis-3342	195	30	respectively	respectively	ADV
fis-3342	195	31	when	when	SCONJ
fis-3342	195	32	loaded	load	VERB
fis-3342	195	33	by	by	ADP
fis-3342	195	34	concentrated	concentrated	ADJ
fis-3342	195	35	loading	loading	NOUN
fis-3342	195	36	type	type	NOUN
fis-3342	195	37	compared	compare	VERB
fis-3342	195	38	to	to	ADP
fis-3342	195	39	those	those	PRON
fis-3342	195	40	loaded	load	VERB
fis-3342	195	41	by	by	ADP
fis-3342	195	42	a	a	DET
fis-3342	195	43	uniform	uniform	ADJ
fis-3342	195	44	load	load	NOUN
fis-3342	195	45	,	,	PUNCT
fis-3342	195	46	while	while	SCONJ
fis-3342	195	47	in	in	ADP
fis-3342	195	48	contrary	contrary	NOUN
fis-3342	195	49	,	,	PUNCT
fis-3342	195	50	this	this	DET
fis-3342	195	51	ratio	ratio	NOUN
fis-3342	195	52	was	be	AUX
fis-3342	195	53	only	only	ADV
fis-3342	195	54	6.7	6.7	NUM
fis-3342	195	55	%	%	NOUN
fis-3342	195	56	when	when	SCONJ
fis-3342	195	57	loaded	load	VERB
fis-3342	195	58	by	by	ADP
fis-3342	195	59	uniform	uniform	ADJ
fis-3342	195	60	load	load	NOUN
fis-3342	195	61	compared	compare	VERB
fis-3342	195	62	to	to	ADP
fis-3342	195	63	concentrated	concentrate	VERB
fis-3342	195	64	loading	loading	NOUN
fis-3342	195	65	case	case	NOUN
fis-3342	195	66	for	for	ADP
fis-3342	195	67	(	(	PUNCT
fis-3342	195	68	m3	m3	PROPN
fis-3342	195	69	)	)	PUNCT
fis-3342	195	70	.	.	PUNCT
fis-3342	196	1	locating	locate	VERB
fis-3342	196	2	openings	opening	NOUN
fis-3342	196	3	closer	close	ADV
fis-3342	196	4	to	to	ADP
fis-3342	196	5	the	the	DET
fis-3342	196	6	beams	beam	NOUN
fis-3342	196	7	longitudinal	longitudinal	ADJ
fis-3342	196	8	axes	axis	NOUN
fis-3342	196	9	(	(	PUNCT
fis-3342	196	10	yo=	yo=	PROPN
fis-3342	196	11	0.64	0.64	NUM
fis-3342	196	12	)	)	PUNCT
fis-3342	196	13	reduced	reduce	VERB
fis-3342	196	14	(	(	PUNCT
fis-3342	196	15	d	d	NOUN
fis-3342	196	16	)	)	PUNCT
fis-3342	196	17	to	to	PART
fis-3342	196	18	be	be	AUX
fis-3342	196	19	47.1	47.1	NUM
fis-3342	196	20	%	%	NOUN
fis-3342	196	21	and	and	CCONJ
fis-3342	196	22	33.3	33.3	NUM
fis-3342	196	23	%	%	NOUN
fis-3342	196	24	for	for	ADP
fis-3342	196	25	concentrated	concentrated	ADJ
fis-3342	196	26	and	and	CCONJ
fis-3342	196	27	uniform	uniform	ADJ
fis-3342	196	28	loading	loading	NOUN
fis-3342	196	29	types	type	NOUN
fis-3342	196	30	respectively	respectively	ADV
fis-3342	196	31	compared	compare	VERB
fis-3342	196	32	with	with	ADP
fis-3342	196	33	case	case	NOUN
fis-3342	196	34	of	of	ADP
fis-3342	196	35	relatively	relatively	ADV
fis-3342	196	36	away	away	ADJ
fis-3342	196	37	locations	location	NOUN
fis-3342	196	38	from	from	ADP
fis-3342	196	39	the	the	DET
fis-3342	196	40	supporting	support	VERB
fis-3342	196	41	steel	steel	NOUN
fis-3342	196	42	beams	beam	NOUN
fis-3342	196	43	(	(	PUNCT
fis-3342	196	44	yo=	yo=	PROPN
fis-3342	196	45	0.36	0.36	NUM
fis-3342	196	46	)	)	PUNCT
fis-3342	196	47	.	.	PUNCT
fis-3342	197	1	fig	fig	NOUN
fis-3342	197	2	.	.	PUNCT
fis-3342	198	1	33	33	NUM
fis-3342	198	2	declares	declare	VERB
fis-3342	198	3	that	that	SCONJ
fis-3342	198	4	(	(	PUNCT
fis-3342	198	5	d	d	NOUN
fis-3342	198	6	)	)	PUNCT
fis-3342	198	7	for	for	ADP
fis-3342	198	8	interior	interior	ADJ
fis-3342	198	9	beams	beam	NOUN
fis-3342	198	10	,	,	PUNCT
fis-3342	198	11	was	be	AUX
fis-3342	198	12	decreased	decrease	VERB
fis-3342	198	13	by	by	ADP
fis-3342	198	14	17.8	17.8	NUM
fis-3342	198	15	%	%	NOUN
fis-3342	198	16	and	and	CCONJ
fis-3342	198	17	1.4	1.4	NUM
fis-3342	198	18	%	%	NOUN
fis-3342	198	19	for	for	ADP
fis-3342	198	20	(	(	PUNCT
fis-3342	198	21	m1	m1	PROPN
fis-3342	198	22	,	,	PUNCT
fis-3342	198	23	m2	m2	PROPN
fis-3342	198	24	)	)	PUNCT
fis-3342	198	25	respectively	respectively	ADV
fis-3342	198	26	when	when	SCONJ
fis-3342	198	27	loaded	load	VERB
fis-3342	198	28	by	by	ADP
fis-3342	198	29	concentrated	concentrated	ADJ
fis-3342	198	30	loading	loading	NOUN
fis-3342	198	31	type	type	NOUN
fis-3342	198	32	compared	compare	VERB
fis-3342	198	33	to	to	ADP
fis-3342	198	34	those	those	PRON
fis-3342	198	35	loaded	load	VERB
fis-3342	198	36	by	by	ADP
fis-3342	198	37	a	a	DET
fis-3342	198	38	uniform	uniform	ADJ
fis-3342	198	39	load	load	NOUN
fis-3342	198	40	,	,	PUNCT
fis-3342	198	41	while	while	SCONJ
fis-3342	198	42	on	on	ADP
fis-3342	198	43	the	the	DET
fis-3342	198	44	other	other	ADJ
fis-3342	198	45	hand	hand	NOUN
fis-3342	198	46	,	,	PUNCT
fis-3342	198	47	no	no	DET
fis-3342	198	48	significant	significant	ADJ
fis-3342	198	49	effect	effect	NOUN
fis-3342	198	50	was	be	AUX
fis-3342	198	51	recorded	record	VERB
fis-3342	198	52	in	in	ADP
fis-3342	198	53	(	(	PUNCT
fis-3342	198	54	d	d	NOUN
fis-3342	198	55	)	)	PUNCT
fis-3342	198	56	due	due	ADP
fis-3342	198	57	to	to	ADP
fis-3342	198	58	model	model	NOUN
fis-3342	198	59	(	(	PUNCT
fis-3342	198	60	m3	m3	PROPN
fis-3342	198	61	)	)	PUNCT
fis-3342	198	62	loading	loading	NOUN
fis-3342	198	63	by	by	ADP
fis-3342	198	64	both	both	DET
fis-3342	198	65	loading	loading	NOUN
fis-3342	198	66	types	type	NOUN
fis-3342	198	67	within	within	ADP
fis-3342	198	68	range	range	NOUN
fis-3342	198	69	of	of	ADP
fis-3342	198	70	uniform	uniform	ADJ
fis-3342	198	71	loading	loading	NOUN
fis-3342	198	72	exerted	exert	VERB
fis-3342	198	73	intensity	intensity	NOUN
fis-3342	198	74	resultant	resultant	NOUN
fis-3342	198	75	.	.	PUNCT
fis-3342	199	1	locating	locate	VERB
fis-3342	199	2	openings	opening	NOUN
fis-3342	199	3	closer	close	ADV
fis-3342	199	4	to	to	ADP
fis-3342	199	5	interior	interior	ADJ
fis-3342	199	6	beams	beam	NOUN
fis-3342	199	7	longitudinal	longitudinal	ADJ
fis-3342	199	8	axes	axis	NOUN
fis-3342	199	9	(	(	PUNCT
fis-3342	199	10	yo=	yo=	PROPN
fis-3342	199	11	0.36	0.36	NUM
fis-3342	199	12	)	)	PUNCT
fis-3342	199	13	reduced	reduce	VERB
fis-3342	199	14	(	(	PUNCT
fis-3342	199	15	d	d	NOUN
fis-3342	199	16	)	)	PUNCT
fis-3342	199	17	to	to	PART
fis-3342	199	18	be	be	AUX
fis-3342	199	19	49.3	49.3	NUM
fis-3342	199	20	%	%	NOUN
fis-3342	199	21	and	and	CCONJ
fis-3342	199	22	50	50	NUM
fis-3342	199	23	%	%	NOUN
fis-3342	199	24	for	for	ADP
fis-3342	199	25	concentrated	concentrated	ADJ
fis-3342	199	26	and	and	CCONJ
fis-3342	199	27	uniform	uniform	ADJ
fis-3342	199	28	loading	loading	NOUN
fis-3342	199	29	types	type	NOUN
fis-3342	199	30	respectively	respectively	ADV
fis-3342	199	31	compared	compare	VERB
fis-3342	199	32	with	with	ADP
fis-3342	199	33	case	case	NOUN
fis-3342	199	34	of	of	ADP
fis-3342	199	35	relatively	relatively	ADV
fis-3342	199	36	away	away	ADJ
fis-3342	199	37	locations	location	NOUN
fis-3342	199	38	from	from	ADP
fis-3342	199	39	the	the	DET
fis-3342	199	40	supporting	support	VERB
fis-3342	199	41	steel	steel	NOUN
fis-3342	199	42	beams	beam	NOUN
fis-3342	199	43	(	(	PUNCT
fis-3342	199	44	yo=	yo=	PROPN
fis-3342	199	45	0.64	0.64	NUM
fis-3342	199	46	)	)	PUNCT
fis-3342	199	47	which	which	PRON
fis-3342	199	48	indicates	indicate	VERB
fis-3342	199	49	serious	serious	ADJ
fis-3342	199	50	influence	influence	NOUN
fis-3342	199	51	of	of	ADP
fis-3342	199	52	(	(	PUNCT
fis-3342	199	53	yo	yo	INTJ
fis-3342	199	54	)	)	PUNCT
fis-3342	200	1	[	[	X
fis-3342	200	2	openings	opening	NOUN
fis-3342	200	3	transverse	transverse	NOUN
fis-3342	200	4	positions	position	NOUN
fis-3342	200	5	]	]	PUNCT
fis-3342	200	6	on	on	ADP
fis-3342	200	7	(	(	PUNCT
fis-3342	200	8	d	d	NOUN
fis-3342	200	9	)	)	PUNCT
fis-3342	200	10	.	.	PUNCT
fis-3342	201	1	finally	finally	ADV
fis-3342	201	2	,	,	PUNCT
fis-3342	201	3	previous	previous	ADJ
fis-3342	201	4	analysis	analysis	NOUN
fis-3342	201	5	declares	declare	VERB
fis-3342	201	6	how	how	SCONJ
fis-3342	201	7	much	much	ADJ
fis-3342	201	8	composite	composite	ADJ
fis-3342	201	9	slab	slab	NOUN
fis-3342	201	10	openings	opening	NOUN
fis-3342	201	11	existence	existence	NOUN
fis-3342	201	12	had	have	VERB
fis-3342	201	13	a	a	DET
fis-3342	201	14	seriously	seriously	ADV
fis-3342	201	15	undesired	undesired	ADJ
fis-3342	201	16	effect	effect	NOUN
fis-3342	201	17	on	on	ADP
fis-3342	201	18	effective	effective	ADJ
fis-3342	201	19	width	width	NOUN
fis-3342	201	20	of	of	ADP
fis-3342	201	21	slab	slab	NOUN
fis-3342	201	22	acting	act	VERB
fis-3342	201	23	as	as	ADP
fis-3342	201	24	flange	flange	NOUN
fis-3342	201	25	with	with	ADP
fis-3342	201	26	supporting	support	VERB
fis-3342	201	27	steel	steel	NOUN
fis-3342	201	28	beams	beam	NOUN
fis-3342	201	29	especially	especially	ADV
fis-3342	201	30	where	where	SCONJ
fis-3342	201	31	openings	opening	NOUN
fis-3342	201	32	are	be	AUX
fis-3342	201	33	located	locate	VERB
fis-3342	201	34	near	near	ADP
fis-3342	201	35	to	to	AUX
fis-3342	201	36	beams	beam	VERB
fis-3342	201	37	longitudinal	longitudinal	ADJ
fis-3342	201	38	axes	axis	NOUN
fis-3342	201	39	.	.	PUNCT
fis-3342	202	1	concrete	concrete	ADJ
fis-3342	202	2	cracks	crack	NOUN
fis-3342	202	3	patterns	pattern	NOUN
fis-3342	202	4	and	and	CCONJ
fis-3342	202	5	failure	failure	NOUN
fis-3342	202	6	modes	mode	NOUN
fis-3342	202	7	he	he	PRON
fis-3342	202	8	maximum	maximum	PROPN
fis-3342	202	9	laboratory	laboratory	PROPN
fis-3342	202	10	exerted	exert	VERB
fis-3342	202	11	uniform	uniform	ADJ
fis-3342	202	12	load	load	NOUN
fis-3342	202	13	intensity	intensity	NOUN
fis-3342	202	14	of	of	ADP
fis-3342	202	15	only	only	ADV
fis-3342	202	16	1.765kn	1.765kn	NUM
fis-3342	202	17	/	/	SYM
fis-3342	202	18	m2	m2	PROPN
fis-3342	202	19	was	be	AUX
fis-3342	202	20	not	not	PART
fis-3342	202	21	enough	enough	ADJ
fis-3342	202	22	to	to	PART
fis-3342	202	23	force	force	VERB
fis-3342	202	24	experimental	experimental	ADJ
fis-3342	202	25	constructing	construct	VERB
fis-3342	202	26	composite	composite	ADJ
fis-3342	202	27	slab	slab	NOUN
fis-3342	202	28	models	model	NOUN
fis-3342	202	29	to	to	PART
fis-3342	202	30	reach	reach	VERB
fis-3342	202	31	failure	failure	NOUN
fis-3342	202	32	or	or	CCONJ
fis-3342	202	33	even	even	ADV
fis-3342	202	34	yielding	yield	VERB
fis-3342	202	35	state	state	NOUN
fis-3342	202	36	so	so	ADV
fis-3342	202	37	,	,	PUNCT
fis-3342	202	38	the	the	DET
fis-3342	202	39	failure	failure	NOUN
fis-3342	202	40	modes	mode	NOUN
fis-3342	202	41	and	and	CCONJ
fis-3342	202	42	cracks	crack	NOUN
fis-3342	202	43	patterns	pattern	NOUN
fis-3342	202	44	are	be	AUX
fis-3342	202	45	only	only	ADV
fis-3342	202	46	analyzed	analyze	VERB
fis-3342	202	47	due	due	ADP
fis-3342	202	48	to	to	ADP
fis-3342	202	49	laboratory	laboratory	NOUN
fis-3342	202	50	specially	specially	ADV
fis-3342	202	51	fabricated	fabricate	VERB
fis-3342	202	52	concentrated	concentrated	ADJ
fis-3342	202	53	loading	loading	NOUN
fis-3342	202	54	system	system	NOUN
fis-3342	202	55	as	as	SCONJ
fis-3342	202	56	detailed	detailed	ADJ
fis-3342	202	57	before	before	ADV
fis-3342	202	58	.	.	PUNCT
fis-3342	203	1	fig	fig	NOUN
fis-3342	203	2	.	.	PUNCT
fis-3342	204	1	34	34	NUM
fis-3342	204	2	shows	show	VERB
fis-3342	204	3	a	a	DET
fis-3342	204	4	concrete	concrete	ADJ
fis-3342	204	5	cracks	crack	NOUN
fis-3342	204	6	pattern	pattern	NOUN
fis-3342	204	7	for	for	ADP
fis-3342	204	8	reference	reference	NOUN
fis-3342	204	9	model	model	NOUN
fis-3342	204	10	(	(	PUNCT
fis-3342	204	11	m1	m1	NOUN
fis-3342	204	12	)	)	PUNCT
fis-3342	204	13	.	.	PUNCT
fis-3342	205	1	firstly	firstly	ADV
fis-3342	205	2	,	,	PUNCT
fis-3342	205	3	a	a	DET
fis-3342	205	4	separation	separation	NOUN
fis-3342	205	5	between	between	ADP
fis-3342	205	6	steel	steel	NOUN
fis-3342	205	7	sheet	sheet	NOUN
fis-3342	205	8	and	and	CCONJ
fis-3342	205	9	overlaid	overlay	VERB
fis-3342	205	10	reinforced	reinforce	VERB
fis-3342	205	11	concrete	concrete	ADJ
fis-3342	205	12	slab	slab	NOUN
fis-3342	205	13	was	be	AUX
fis-3342	205	14	observed	observe	VERB
fis-3342	205	15	at	at	ADP
fis-3342	205	16	its	its	PRON
fis-3342	205	17	both	both	DET
fis-3342	205	18	edges	edge	NOUN
fis-3342	205	19	perpendicular	perpendicular	ADJ
fis-3342	205	20	to	to	ADP
fis-3342	205	21	steel	steel	NOUN
fis-3342	205	22	corrugations	corrugation	NOUN
fis-3342	205	23	direction	direction	NOUN
fis-3342	205	24	after	after	ADP
fis-3342	205	25	which	which	PRON
fis-3342	205	26	concrete	concrete	ADJ
fis-3342	205	27	cracks	crack	NOUN
fis-3342	205	28	was	be	AUX
fis-3342	205	29	initiated	initiate	VERB
fis-3342	205	30	at	at	ADP
fis-3342	205	31	its	its	PRON
fis-3342	205	32	bottom	bottom	ADJ
fis-3342	205	33	interface	interface	NOUN
fis-3342	205	34	with	with	ADP
fis-3342	205	35	steel	steel	NOUN
fis-3342	205	36	sheet	sheet	NOUN
fis-3342	205	37	within	within	ADV
fis-3342	205	38	in	in	ADP
fis-3342	205	39	between	between	ADP
fis-3342	205	40	distances	distance	NOUN
fis-3342	205	41	of	of	ADP
fis-3342	205	42	concentrated	concentrated	ADJ
fis-3342	205	43	loads	load	NOUN
fis-3342	205	44	and	and	CCONJ
fis-3342	205	45	supports	support	NOUN
fis-3342	205	46	;	;	PUNCT
fis-3342	205	47	(	(	PUNCT
fis-3342	205	48	shear	shear	NOUN
fis-3342	205	49	cracks	crack	NOUN
fis-3342	205	50	)	)	PUNCT
fis-3342	205	51	.	.	PUNCT
fis-3342	206	1	also	also	ADV
fis-3342	206	2	,	,	PUNCT
fis-3342	206	3	this	this	DET
fis-3342	206	4	failure	failure	NOUN
fis-3342	206	5	mode	mode	VERB
fis-3342	206	6	sequential	sequential	ADJ
fis-3342	206	7	description	description	NOUN
fis-3342	206	8	can	can	AUX
fis-3342	206	9	be	be	AUX
fis-3342	206	10	typically	typically	ADV
fis-3342	206	11	stated	state	VERB
fis-3342	206	12	for	for	ADP
fis-3342	206	13	other	other	ADJ
fis-3342	206	14	two	two	NUM
fis-3342	206	15	models	model	NOUN
fis-3342	206	16	with	with	ADP
fis-3342	206	17	openings	opening	NOUN
fis-3342	206	18	m2	m2	PROPN
fis-3342	206	19	and	and	CCONJ
fis-3342	206	20	m3as	m3as	NOUN
fis-3342	206	21	shown	show	VERB
fis-3342	206	22	in	in	ADP
fis-3342	206	23	fig	fig	NOUN
fis-3342	206	24	.	.	PUNCT
fis-3342	207	1	35	35	NUM
fis-3342	207	2	.	.	PUNCT
fis-3342	208	1	these	these	DET
fis-3342	208	2	cracks	crack	NOUN
fis-3342	208	3	went	go	VERB
fis-3342	208	4	to	to	PART
fis-3342	208	5	be	be	AUX
fis-3342	208	6	wider	wider	ADV
fis-3342	208	7	more	more	ADV
fis-3342	208	8	and	and	CCONJ
fis-3342	208	9	more	more	ADV
fis-3342	208	10	and	and	CCONJ
fis-3342	208	11	inclinable	inclinable	ADJ
fis-3342	208	12	propagated	propagate	VERB
fis-3342	208	13	towards	towards	ADP
fis-3342	208	14	surface	surface	NOUN
fis-3342	208	15	top	top	NOUN
fis-3342	208	16	while	while	SCONJ
fis-3342	208	17	other	other	ADJ
fis-3342	208	18	cracks	crack	NOUN
fis-3342	208	19	initiated	initiate	VERB
fis-3342	208	20	within	within	ADP
fis-3342	208	21	two	two	NUM
fis-3342	208	22	concentrated	concentrated	ADJ
fis-3342	208	23	loads	load	NOUN
fis-3342	208	24	in	in	ADP
fis-3342	208	25	between	between	ADP
fis-3342	208	26	distance	distance	NOUN
fis-3342	208	27	slightly	slightly	ADV
fis-3342	208	28	before	before	ADP
fis-3342	208	29	failure	failure	NOUN
fis-3342	208	30	where	where	SCONJ
fis-3342	208	31	cracks	crack	NOUN
fis-3342	208	32	appeared	appear	VERB
fis-3342	208	33	along	along	ADP
fis-3342	208	34	overall	overall	ADJ
fis-3342	208	35	concrete	concrete	ADJ
fis-3342	208	36	slab	slab	NOUN
fis-3342	208	37	top	top	ADJ
fis-3342	208	38	surface	surface	NOUN
fis-3342	208	39	especially	especially	ADV
fis-3342	208	40	within	within	ADP
fis-3342	208	41	spans	span	NOUN
fis-3342	208	42	middle	middle	ADJ
fis-3342	208	43	thirds	third	NOUN
fis-3342	208	44	of	of	ADP
fis-3342	208	45	both	both	CCONJ
fis-3342	208	46	exterior	exterior	ADJ
fis-3342	208	47	and	and	CCONJ
fis-3342	208	48	interior	interior	ADJ
fis-3342	208	49	supporting	support	VERB
fis-3342	208	50	steel	steel	NOUN
fis-3342	208	51	beams	beam	NOUN
fis-3342	208	52	accompanied	accompany	VERB
fis-3342	208	53	with	with	ADP
fis-3342	208	54	concrete	concrete	ADJ
fis-3342	208	55	crushing	crushing	NOUN
fis-3342	208	56	.	.	PUNCT
fis-3342	209	1	also	also	ADV
fis-3342	209	2	,	,	PUNCT
fis-3342	209	3	concrete	concrete	ADJ
fis-3342	209	4	cracks	crack	NOUN
fis-3342	209	5	(	(	PUNCT
fis-3342	209	6	longitudinal	longitudinal	ADJ
fis-3342	209	7	separation	separation	NOUN
fis-3342	209	8	cracks	crack	NOUN
fis-3342	209	9	)	)	PUNCT
fis-3342	209	10	appeared	appear	VERB
fis-3342	209	11	at	at	ADP
fis-3342	209	12	failure	failure	NOUN
fis-3342	209	13	along	along	ADP
fis-3342	209	14	steel	steel	NOUN
fis-3342	209	15	sheet	sheet	NOUN
fis-3342	209	16	edges	edge	NOUN
fis-3342	209	17	above	above	ADP
fis-3342	209	18	secondary	secondary	ADJ
fis-3342	209	19	steel	steel	NOUN
fis-3342	209	20	beams	beam	NOUN
fis-3342	209	21	.	.	PUNCT
fis-3342	210	1	t	t	PROPN
fis-3342	210	2	m.	m.	NOUN
fis-3342	210	3	khalaf	khalaf	PROPN
fis-3342	210	4	et	et	PROPN
fis-3342	210	5	alii	alii	PROPN
fis-3342	210	6	,	,	PUNCT
fis-3342	210	7	frattura	frattura	PROPN
fis-3342	210	8	ed	ed	PROPN
fis-3342	210	9	integrità	integrità	PROPN
fis-3342	210	10	strutturale	strutturale	PROPN
fis-3342	210	11	,	,	PUNCT
fis-3342	210	12	61	61	NUM
fis-3342	210	13	(	(	PUNCT
fis-3342	210	14	2022	2022	NUM
fis-3342	210	15	)	)	PUNCT
fis-3342	210	16	308	308	NUM
fis-3342	210	17	-	-	SYM
fis-3342	210	18	326	326	NUM
fis-3342	210	19	;	;	PUNCT
fis-3342	210	20	doi	doi	NOUN
fis-3342	210	21	:	:	PUNCT
fis-3342	210	22	10.3221	10.3221	NUM
fis-3342	210	23	/	/	SYM
fis-3342	210	24	igf	igf	PROPN
fis-3342	210	25	-	-	ADJ
fis-3342	210	26	esis.61.21	esis.61.21	PROPN
fis-3342	210	27	323	323	NUM
fis-3342	210	28	(	(	PUNCT
fis-3342	210	29	a	a	NOUN
fis-3342	210	30	)	)	PUNCT
fis-3342	210	31	(	(	PUNCT
fis-3342	210	32	b	b	X
fis-3342	210	33	)	)	PUNCT
fis-3342	210	34	figure	figure	NOUN
fis-3342	210	35	34	34	NUM
fis-3342	210	36	:	:	PUNCT
fis-3342	210	37	failure	failure	NOUN
fis-3342	210	38	mode	mode	NOUN
fis-3342	210	39	and	and	CCONJ
fis-3342	210	40	cracks	crack	VERB
fis-3342	210	41	pattern	pattern	NOUN
fis-3342	210	42	for	for	ADP
fis-3342	210	43	reference	reference	NOUN
fis-3342	210	44	model	model	NOUN
fis-3342	210	45	m1	m1	PROPN
fis-3342	210	46	.	.	PUNCT
fis-3342	211	1	(	(	PUNCT
fis-3342	211	2	a	a	X
fis-3342	211	3	)	)	PUNCT
fis-3342	211	4	perspective	perspective	ADJ
fis-3342	211	5	view	view	NOUN
fis-3342	211	6	;	;	PUNCT
fis-3342	211	7	(	(	PUNCT
fis-3342	211	8	b	b	X
fis-3342	211	9	)	)	PUNCT
fis-3342	211	10	profile	profile	NOUN
fis-3342	211	11	.	.	PUNCT
fis-3342	212	1	generally	generally	ADV
fis-3342	212	2	,	,	PUNCT
fis-3342	212	3	great	great	ADJ
fis-3342	212	4	similarity	similarity	NOUN
fis-3342	212	5	in	in	ADP
fis-3342	212	6	failure	failure	NOUN
fis-3342	212	7	modes	mode	NOUN
fis-3342	212	8	and	and	CCONJ
fis-3342	212	9	concrete	concrete	ADJ
fis-3342	212	10	crack	crack	NOUN
fis-3342	212	11	patterns	pattern	NOUN
fis-3342	212	12	of	of	ADP
fis-3342	212	13	reference	reference	NOUN
fis-3342	212	14	model	model	NOUN
fis-3342	212	15	(	(	PUNCT
fis-3342	212	16	m1	m1	NOUN
fis-3342	212	17	)	)	PUNCT
fis-3342	212	18	was	be	AUX
fis-3342	212	19	detected	detect	VERB
fis-3342	212	20	for	for	ADP
fis-3342	212	21	models	model	NOUN
fis-3342	212	22	with	with	ADP
fis-3342	212	23	openings	opening	NOUN
fis-3342	212	24	(	(	PUNCT
fis-3342	212	25	m2	m2	PROPN
fis-3342	212	26	and	and	CCONJ
fis-3342	212	27	m3	m3	PROPN
fis-3342	212	28	)	)	PUNCT
fis-3342	212	29	except	except	SCONJ
fis-3342	212	30	that	that	DET
fis-3342	212	31	initiation	initiation	NOUN
fis-3342	212	32	and	and	CCONJ
fis-3342	212	33	propagation	propagation	NOUN
fis-3342	212	34	of	of	ADP
fis-3342	212	35	concrete	concrete	ADJ
fis-3342	212	36	cracks	crack	NOUN
fis-3342	212	37	occurred	occur	VERB
fis-3342	212	38	within	within	ADP
fis-3342	212	39	the	the	DET
fis-3342	212	40	two	two	NUM
fis-3342	212	41	applied	apply	VERB
fis-3342	212	42	concentrated	concentrate	VERB
fis-3342	212	43	loads	load	NOUN
fis-3342	212	44	in	in	ADP
fis-3342	212	45	between	between	ADP
fis-3342	212	46	distance	distance	NOUN
fis-3342	212	47	before	before	ADP
fis-3342	212	48	regions	region	NOUN
fis-3342	212	49	within	within	ADP
fis-3342	212	50	composite	composite	ADJ
fis-3342	212	51	slab	slab	NOUN
fis-3342	212	52	span	span	NOUN
fis-3342	212	53	edge	edge	NOUN
fis-3342	212	54	thirds	third	NOUN
fis-3342	212	55	;	;	PUNCT
fis-3342	212	56	as	as	SCONJ
fis-3342	212	57	shown	show	VERB
fis-3342	212	58	in	in	ADP
fis-3342	212	59	fig	fig	NOUN
fis-3342	212	60	.	.	PUNCT
fis-3342	213	1	35	35	NUM
fis-3342	213	2	;	;	PUNCT
fis-3342	213	3	which	which	PRON
fis-3342	213	4	was	be	AUX
fis-3342	213	5	owing	owe	VERB
fis-3342	213	6	to	to	ADP
fis-3342	213	7	openings	opening	NOUN
fis-3342	213	8	existence	existence	NOUN
fis-3342	213	9	and	and	CCONJ
fis-3342	213	10	;	;	PUNCT
fis-3342	213	11	consequently	consequently	ADV
fis-3342	213	12	;	;	PUNCT
fis-3342	213	13	their	their	PRON
fis-3342	213	14	effect	effect	NOUN
fis-3342	213	15	of	of	ADP
fis-3342	213	16	generating	generate	VERB
fis-3342	213	17	stress	stress	NOUN
fis-3342	213	18	concentration	concentration	NOUN
fis-3342	213	19	areas	area	NOUN
fis-3342	213	20	neighboring	neighbor	VERB
fis-3342	213	21	openings	opening	NOUN
fis-3342	213	22	boundaries	boundary	NOUN
fis-3342	213	23	within	within	ADP
fis-3342	213	24	these	these	DET
fis-3342	213	25	regions	region	NOUN
fis-3342	213	26	as	as	ADV
fis-3342	213	27	structurally	structurally	ADV
fis-3342	213	28	and	and	CCONJ
fis-3342	213	29	logically	logically	ADV
fis-3342	213	30	expected	expect	VERB
fis-3342	213	31	.	.	PUNCT
fis-3342	214	1	fig	fig	NOUN
fis-3342	214	2	.	.	PUNCT
fis-3342	215	1	35	35	NUM
fis-3342	215	2	declares	declare	VERB
fis-3342	215	3	typical	typical	ADJ
fis-3342	215	4	failure	failure	NOUN
fis-3342	215	5	mode	mode	NOUN
fis-3342	215	6	views	view	NOUN
fis-3342	215	7	for	for	ADP
fis-3342	215	8	models	model	NOUN
fis-3342	215	9	with	with	ADP
fis-3342	215	10	openings	opening	NOUN
fis-3342	215	11	;	;	PUNCT
fis-3342	215	12	m2	m2	PROPN
fis-3342	215	13	and	and	CCONJ
fis-3342	215	14	m3	m3	PROPN
fis-3342	215	15	.	.	PUNCT
fis-3342	216	1	in	in	ADP
fis-3342	216	2	addition	addition	NOUN
fis-3342	216	3	,	,	PUNCT
fis-3342	216	4	fig	fig	NOUN
fis-3342	216	5	.	.	PUNCT
fis-3342	217	1	36	36	NUM
fis-3342	217	2	shows	show	VERB
fis-3342	217	3	a	a	DET
fis-3342	217	4	composite	composite	ADJ
fis-3342	217	5	slab	slab	NOUN
fis-3342	217	6	bottom	bottom	ADJ
fis-3342	217	7	view	view	NOUN
fis-3342	217	8	to	to	PART
fis-3342	217	9	declare	declare	VERB
fis-3342	217	10	typical	typical	ADJ
fis-3342	217	11	excessive	excessive	ADJ
fis-3342	217	12	deformation	deformation	NOUN
fis-3342	217	13	and	and	CCONJ
fis-3342	217	14	yielding	yield	VERB
fis-3342	217	15	state	state	NOUN
fis-3342	217	16	of	of	ADP
fis-3342	217	17	steel	steel	NOUN
fis-3342	217	18	beams	beam	NOUN
fis-3342	217	19	and	and	CCONJ
fis-3342	217	20	sheets	sheet	NOUN
fis-3342	217	21	at	at	ADP
fis-3342	217	22	failure	failure	NOUN
fis-3342	217	23	.	.	PUNCT
fis-3342	218	1	(	(	PUNCT
fis-3342	218	2	a	a	X
fis-3342	218	3	)	)	PUNCT
fis-3342	218	4	(	(	PUNCT
fis-3342	218	5	b	b	X
fis-3342	218	6	)	)	PUNCT
fis-3342	218	7	(	(	PUNCT
fis-3342	218	8	c	c	X
fis-3342	218	9	)	)	PUNCT
fis-3342	218	10	figure	figure	NOUN
fis-3342	218	11	35	35	NUM
fis-3342	218	12	:	:	PUNCT
fis-3342	218	13	typical	typical	ADJ
fis-3342	218	14	failure	failure	NOUN
fis-3342	218	15	mode	mode	NOUN
fis-3342	218	16	and	and	CCONJ
fis-3342	218	17	cracks	crack	VERB
fis-3342	218	18	pattern	pattern	NOUN
fis-3342	218	19	for	for	ADP
fis-3342	218	20	models	model	NOUN
fis-3342	218	21	with	with	ADP
fis-3342	218	22	openings	opening	NOUN
fis-3342	218	23	;	;	PUNCT
fis-3342	218	24	m3	m3	PROPN
fis-3342	218	25	.	.	PUNCT
fis-3342	219	1	(	(	PUNCT
fis-3342	219	2	a	a	X
fis-3342	219	3	)	)	PUNCT
fis-3342	219	4	clean	clean	ADJ
fis-3342	219	5	plan	plan	NOUN
fis-3342	219	6	view	view	NOUN
fis-3342	219	7	;	;	PUNCT
fis-3342	219	8	(	(	PUNCT
fis-3342	219	9	b	b	X
fis-3342	219	10	)	)	PUNCT
fis-3342	219	11	profile	profile	NOUN
fis-3342	219	12	view	view	NOUN
fis-3342	219	13	;	;	PUNCT
fis-3342	219	14	(	(	PUNCT
fis-3342	219	15	c	c	X
fis-3342	219	16	)	)	PUNCT
fis-3342	219	17	perspective	perspective	NOUN
fis-3342	219	18	under	under	ADP
fis-3342	219	19	loading	loading	NOUN
fis-3342	219	20	view	view	NOUN
fis-3342	219	21	.	.	PUNCT
fis-3342	220	1	m.	m.	NOUN
fis-3342	220	2	khalaf	khalaf	PROPN
fis-3342	220	3	et	et	PROPN
fis-3342	220	4	alii	alii	PROPN
fis-3342	220	5	,	,	PUNCT
fis-3342	220	6	frattura	frattura	PROPN
fis-3342	220	7	ed	ed	PROPN
fis-3342	220	8	integrità	integrità	PROPN
fis-3342	220	9	strutturale	strutturale	PROPN
fis-3342	220	10	,	,	PUNCT
fis-3342	220	11	61	61	NUM
fis-3342	220	12	(	(	PUNCT
fis-3342	220	13	2022	2022	NUM
fis-3342	220	14	)	)	PUNCT
fis-3342	220	15	308	308	NUM
fis-3342	220	16	-	-	SYM
fis-3342	220	17	326	326	NUM
fis-3342	220	18	;	;	PUNCT
fis-3342	220	19	doi	doi	NOUN
fis-3342	220	20	:	:	PUNCT
fis-3342	220	21	10.3221	10.3221	NUM
fis-3342	220	22	/	/	SYM
fis-3342	220	23	igf	igf	PROPN
fis-3342	220	24	-	-	ADJ
fis-3342	220	25	esis.61.21	esis.61.21	ADJ
fis-3342	220	26	324	324	NUM
fis-3342	220	27	figure	figure	NOUN
fis-3342	220	28	36	36	NUM
fis-3342	220	29	:	:	PUNCT
fis-3342	220	30	typical	typical	ADJ
fis-3342	220	31	steel	steel	NOUN
fis-3342	220	32	beams	beam	NOUN
fis-3342	220	33	and	and	CCONJ
fis-3342	220	34	steel	steel	NOUN
fis-3342	220	35	sheets	sheet	NOUN
fis-3342	220	36	yielding	yield	VERB
fis-3342	220	37	state	state	NOUN
fis-3342	220	38	for	for	ADP
fis-3342	220	39	all	all	DET
fis-3342	220	40	models	model	NOUN
fis-3342	220	41	.	.	PUNCT
fis-3342	221	1	conclusions	conclusion	NOUN
fis-3342	221	2	and	and	CCONJ
fis-3342	221	3	recommendations	recommendation	NOUN
fis-3342	221	4	ased	ase	VERB
fis-3342	221	5	on	on	ADP
fis-3342	221	6	current	current	ADJ
fis-3342	221	7	achieved	achieve	VERB
fis-3342	221	8	experimental	experimental	ADJ
fis-3342	221	9	laboratory	laboratory	NOUN
fis-3342	221	10	work	work	NOUN
fis-3342	221	11	,	,	PUNCT
fis-3342	221	12	many	many	ADJ
fis-3342	221	13	important	important	ADJ
fis-3342	221	14	conclusions	conclusion	NOUN
fis-3342	221	15	which	which	PRON
fis-3342	221	16	may	may	AUX
fis-3342	221	17	be	be	AUX
fis-3342	221	18	useful	useful	ADJ
fis-3342	221	19	for	for	ADP
fis-3342	221	20	designers	designer	NOUN
fis-3342	221	21	concerning	concern	VERB
fis-3342	221	22	with	with	ADP
fis-3342	221	23	openings	opening	NOUN
fis-3342	221	24	existence	existence	NOUN
fis-3342	221	25	in	in	ADP
fis-3342	221	26	composite	composite	ADJ
fis-3342	221	27	slabs	slab	NOUN
fis-3342	221	28	and	and	CCONJ
fis-3342	221	29	recommendations	recommendation	NOUN
fis-3342	221	30	for	for	ADP
fis-3342	221	31	future	future	ADJ
fis-3342	221	32	work	work	NOUN
fis-3342	221	33	are	be	AUX
fis-3342	221	34	stated	state	VERB
fis-3342	221	35	here	here	ADV
fis-3342	221	36	in	in	ADP
fis-3342	221	37	brief	brief	NOUN
fis-3342	221	38	as	as	SCONJ
fis-3342	221	39	follows	follow	VERB
fis-3342	221	40	:	:	PUNCT
fis-3342	221	41	1locate	1locate	NUM
fis-3342	221	42	the	the	DET
fis-3342	221	43	opening	opening	NOUN
fis-3342	221	44	;	;	PUNCT
fis-3342	221	45	if	if	SCONJ
fis-3342	221	46	any	any	PRON
fis-3342	221	47	;	;	PUNCT
fis-3342	221	48	out	out	ADP
fis-3342	221	49	of	of	ADP
fis-3342	221	50	boundaries	boundary	NOUN
fis-3342	221	51	(	(	PUNCT
fis-3342	221	52	width	width	NOUN
fis-3342	221	53	)	)	PUNCT
fis-3342	221	54	of	of	ADP
fis-3342	221	55	structurally	structurally	ADV
fis-3342	221	56	carried	carry	VERB
fis-3342	221	57	slab	slab	NOUN
fis-3342	221	58	zone	zone	NOUN
fis-3342	221	59	by	by	ADP
fis-3342	221	60	the	the	DET
fis-3342	221	61	supporting	support	VERB
fis-3342	221	62	steel	steel	NOUN
fis-3342	221	63	beams	beam	NOUN
fis-3342	221	64	(	(	PUNCT
fis-3342	221	65	or	or	CCONJ
fis-3342	221	66	as	as	ADV
fis-3342	221	67	far	far	ADV
fis-3342	221	68	away	away	ADV
fis-3342	221	69	as	as	ADP
fis-3342	221	70	possible	possible	ADJ
fis-3342	221	71	from	from	ADP
fis-3342	221	72	the	the	DET
fis-3342	221	73	beam	beam	NOUN
fis-3342	221	74	longitudinal	longitudinal	ADJ
fis-3342	221	75	axis	axis	NOUN
fis-3342	221	76	)	)	PUNCT
fis-3342	221	77	.	.	PUNCT
fis-3342	222	1	2if	2if	NOUN
fis-3342	222	2	it	it	PRON
fis-3342	222	3	is	be	AUX
fis-3342	222	4	required	require	VERB
fis-3342	222	5	to	to	PART
fis-3342	222	6	be	be	AUX
fis-3342	222	7	closer	close	ADJ
fis-3342	222	8	to	to	ADP
fis-3342	222	9	supporting	support	VERB
fis-3342	222	10	beam	beam	NOUN
fis-3342	222	11	longitudinal	longitudinal	ADJ
fis-3342	222	12	axis	axis	NOUN
fis-3342	222	13	,	,	PUNCT
fis-3342	222	14	locate	locate	VERB
fis-3342	222	15	the	the	DET
fis-3342	222	16	opening	opening	NOUN
fis-3342	222	17	keeping	keep	VERB
fis-3342	222	18	its	its	PRON
fis-3342	222	19	corners	corner	NOUN
fis-3342	222	20	as	as	ADV
fis-3342	222	21	far	far	ADV
fis-3342	222	22	away	away	ADV
fis-3342	222	23	as	as	ADP
fis-3342	222	24	possible	possible	ADJ
fis-3342	222	25	from	from	ADP
fis-3342	222	26	the	the	DET
fis-3342	222	27	middle	middle	ADJ
fis-3342	222	28	third	third	NOUN
fis-3342	222	29	of	of	ADP
fis-3342	222	30	the	the	DET
fis-3342	222	31	beam	beam	NOUN
fis-3342	222	32	span	span	NOUN
fis-3342	222	33	.	.	PUNCT
fis-3342	223	1	so	so	ADV
fis-3342	223	2	,	,	PUNCT
fis-3342	223	3	round	round	ADJ
fis-3342	223	4	opening	open	VERB
fis-3342	223	5	corners	corner	NOUN
fis-3342	223	6	are	be	AUX
fis-3342	223	7	seriously	seriously	ADV
fis-3342	223	8	recommended	recommend	VERB
fis-3342	223	9	especially	especially	ADV
fis-3342	223	10	in	in	ADP
fis-3342	223	11	this	this	DET
fis-3342	223	12	case	case	NOUN
fis-3342	223	13	and	and	CCONJ
fis-3342	223	14	generally	generally	ADV
fis-3342	223	15	at	at	ADV
fis-3342	223	16	all	all	ADV
fis-3342	223	17	to	to	PART
fis-3342	223	18	avoid	avoid	VERB
fis-3342	223	19	existence	existence	NOUN
fis-3342	223	20	of	of	ADP
fis-3342	223	21	stresses	stress	NOUN
fis-3342	223	22	concentrations	concentration	NOUN
fis-3342	223	23	generation	generation	NOUN
fis-3342	223	24	zones	zone	NOUN
fis-3342	223	25	.	.	PUNCT
fis-3342	224	1	3interior	3interior	NUM
fis-3342	224	2	supporting	support	VERB
fis-3342	224	3	steel	steel	NOUN
fis-3342	224	4	beams	beam	NOUN
fis-3342	224	5	are	be	AUX
fis-3342	224	6	slightly	slightly	ADV
fis-3342	224	7	more	more	ADV
fis-3342	224	8	affected	affected	ADJ
fis-3342	224	9	due	due	ADP
fis-3342	224	10	to	to	ADP
fis-3342	224	11	opening	open	VERB
fis-3342	224	12	existence	existence	NOUN
fis-3342	224	13	within	within	ADP
fis-3342	224	14	or	or	CCONJ
fis-3342	224	15	close	close	ADJ
fis-3342	224	16	to	to	ADP
fis-3342	224	17	their	their	PRON
fis-3342	224	18	structurally	structurally	ADV
fis-3342	224	19	carried	carry	VERB
fis-3342	224	20	composite	composite	ADJ
fis-3342	224	21	slab	slab	NOUN
fis-3342	224	22	regions	region	NOUN
fis-3342	224	23	than	than	ADP
fis-3342	224	24	exterior	exterior	ADJ
fis-3342	224	25	ones	one	NOUN
fis-3342	224	26	.	.	PUNCT
fis-3342	225	1	4concentrated	4concentrate	VERB
fis-3342	225	2	loading	loading	NOUN
fis-3342	225	3	type	type	NOUN
fis-3342	225	4	reduced	reduce	VERB
fis-3342	225	5	effective	effective	ADJ
fis-3342	225	6	width	width	NOUN
fis-3342	225	7	of	of	ADP
fis-3342	225	8	composite	composite	ADJ
fis-3342	225	9	slab	slab	NOUN
fis-3342	225	10	without	without	ADP
fis-3342	225	11	openings	opening	NOUN
fis-3342	225	12	acting	act	VERB
fis-3342	225	13	as	as	ADP
fis-3342	225	14	a	a	DET
fis-3342	225	15	flange	flange	NOUN
fis-3342	225	16	with	with	ADP
fis-3342	225	17	its	its	PRON
fis-3342	225	18	supporting	support	VERB
fis-3342	225	19	steel	steel	NOUN
fis-3342	225	20	beams	beam	NOUN
fis-3342	225	21	to	to	PART
fis-3342	225	22	be	be	AUX
fis-3342	225	23	about	about	ADV
fis-3342	225	24	88	88	NUM
fis-3342	225	25	%	%	NOUN
fis-3342	225	26	and	and	CCONJ
fis-3342	225	27	82	82	NUM
fis-3342	225	28	%	%	NOUN
fis-3342	225	29	compared	compare	VERB
fis-3342	225	30	to	to	ADP
fis-3342	225	31	that	that	PRON
fis-3342	225	32	loaded	load	VERB
fis-3342	225	33	by	by	ADP
fis-3342	225	34	equivalent	equivalent	ADJ
fis-3342	225	35	uniform	uniform	ADJ
fis-3342	225	36	load	load	NOUN
fis-3342	225	37	intensity	intensity	NOUN
fis-3342	225	38	for	for	ADP
fis-3342	225	39	exterior	exterior	ADJ
fis-3342	225	40	and	and	CCONJ
fis-3342	225	41	interior	interior	ADJ
fis-3342	225	42	beams	beam	NOUN
fis-3342	225	43	respectively	respectively	ADV
fis-3342	225	44	.	.	PUNCT
fis-3342	226	1	in	in	ADP
fis-3342	226	2	other	other	ADJ
fis-3342	226	3	words	word	NOUN
fis-3342	226	4	,	,	PUNCT
fis-3342	226	5	concentrated	concentrated	ADJ
fis-3342	226	6	loads	load	NOUN
fis-3342	226	7	manner	manner	NOUN
fis-3342	226	8	reduced	reduce	VERB
fis-3342	226	9	carried	carry	VERB
fis-3342	226	10	composite	composite	ADJ
fis-3342	226	11	slab	slab	NOUN
fis-3342	226	12	effective	effective	ADJ
fis-3342	226	13	width	width	NOUN
fis-3342	226	14	to	to	PART
fis-3342	226	15	be	be	AUX
fis-3342	226	16	85	85	NUM
fis-3342	226	17	%	%	NOUN
fis-3342	226	18	in	in	ADP
fis-3342	226	19	average	average	NOUN
fis-3342	226	20	of	of	ADP
fis-3342	226	21	that	that	PRON
fis-3342	226	22	recorded	record	VERB
fis-3342	226	23	for	for	ADP
fis-3342	226	24	equivalent	equivalent	ADJ
fis-3342	226	25	distributed	distribute	VERB
fis-3342	226	26	loads	load	NOUN
fis-3342	226	27	.	.	PUNCT
fis-3342	227	1	5opening	5opene	VERB
fis-3342	227	2	existence	existence	NOUN
fis-3342	227	3	in	in	ADP
fis-3342	227	4	a	a	DET
fis-3342	227	5	composite	composite	ADJ
fis-3342	227	6	slab	slab	NOUN
fis-3342	227	7	within	within	ADP
fis-3342	227	8	its	its	PRON
fis-3342	227	9	span	span	NOUN
fis-3342	227	10	middle	middle	PROPN
fis-3342	227	11	third	third	PROPN
fis-3342	227	12	cross	cross	NOUN
fis-3342	227	13	to	to	ADP
fis-3342	227	14	supporting	support	VERB
fis-3342	227	15	steel	steel	NOUN
fis-3342	227	16	beams	beam	NOUN
fis-3342	227	17	;	;	PUNCT
fis-3342	227	18	in	in	ADP
fis-3342	227	19	spite	spite	NOUN
fis-3342	227	20	of	of	ADP
fis-3342	227	21	its	its	PRON
fis-3342	227	22	being	be	AUX
fis-3342	227	23	out	out	ADP
fis-3342	227	24	of	of	ADP
fis-3342	227	25	its	its	PRON
fis-3342	227	26	structural	structural	ADJ
fis-3342	227	27	carried	carry	VERB
fis-3342	227	28	width	width	NOUN
fis-3342	227	29	by	by	ADP
fis-3342	227	30	beams	beam	NOUN
fis-3342	227	31	(	(	PUNCT
fis-3342	227	32	yo=0.64	yo=0.64	NOUN
fis-3342	227	33	)	)	PUNCT
fis-3342	227	34	;	;	PUNCT
fis-3342	227	35	reduces	reduce	VERB
fis-3342	227	36	its	its	PRON
fis-3342	227	37	effective	effective	ADJ
fis-3342	227	38	width	width	NOUN
fis-3342	227	39	as	as	ADP
fis-3342	227	40	a	a	DET
fis-3342	227	41	flange	flange	NOUN
fis-3342	227	42	with	with	ADP
fis-3342	227	43	its	its	PRON
fis-3342	227	44	supporting	support	VERB
fis-3342	227	45	steel	steel	NOUN
fis-3342	227	46	beams	beam	NOUN
fis-3342	227	47	to	to	PART
fis-3342	227	48	be	be	AUX
fis-3342	227	49	maximum	maximum	ADJ
fis-3342	227	50	of	of	ADP
fis-3342	227	51	about	about	ADV
fis-3342	227	52	68	68	NUM
fis-3342	227	53	%	%	NOUN
fis-3342	227	54	and	and	CCONJ
fis-3342	227	55	70	70	NUM
fis-3342	227	56	%	%	NOUN
fis-3342	227	57	in	in	ADP
fis-3342	227	58	average	average	NOUN
fis-3342	227	59	compared	compare	VERB
fis-3342	227	60	to	to	ADP
fis-3342	227	61	that	that	PRON
fis-3342	227	62	without	without	ADP
fis-3342	227	63	opening	opening	NOUN
fis-3342	227	64	for	for	ADP
fis-3342	227	65	exterior	exterior	ADJ
fis-3342	227	66	and	and	CCONJ
fis-3342	227	67	interior	interior	ADJ
fis-3342	227	68	beams	beam	NOUN
fis-3342	227	69	respectively	respectively	ADV
fis-3342	227	70	regardless	regardless	ADV
fis-3342	227	71	to	to	ADP
fis-3342	227	72	loading	loading	NOUN
fis-3342	227	73	type	type	NOUN
fis-3342	227	74	.	.	PUNCT
fis-3342	228	1	6opening	6opene	VERB
fis-3342	228	2	existence	existence	NOUN
fis-3342	228	3	in	in	ADP
fis-3342	228	4	a	a	DET
fis-3342	228	5	composite	composite	ADJ
fis-3342	228	6	slab	slab	NOUN
fis-3342	228	7	within	within	ADP
fis-3342	228	8	its	its	PRON
fis-3342	228	9	span	span	NOUN
fis-3342	228	10	middle	middle	PROPN
fis-3342	228	11	third	third	PROPN
fis-3342	228	12	cross	cross	NOUN
fis-3342	228	13	to	to	ADP
fis-3342	228	14	supporting	support	VERB
fis-3342	228	15	steel	steel	NOUN
fis-3342	228	16	beams	beam	NOUN
fis-3342	228	17	and	and	CCONJ
fis-3342	228	18	within	within	ADP
fis-3342	228	19	its	its	PRON
fis-3342	228	20	structural	structural	ADJ
fis-3342	228	21	carried	carry	VERB
fis-3342	228	22	width	width	NOUN
fis-3342	228	23	by	by	ADP
fis-3342	228	24	beams	beam	NOUN
fis-3342	228	25	(	(	PUNCT
fis-3342	228	26	yo=0.36	yo=0.36	NOUN
fis-3342	228	27	)	)	PUNCT
fis-3342	228	28	reduces	reduce	VERB
fis-3342	228	29	its	its	PRON
fis-3342	228	30	effective	effective	ADJ
fis-3342	228	31	width	width	NOUN
fis-3342	228	32	as	as	ADP
fis-3342	228	33	a	a	DET
fis-3342	228	34	flange	flange	NOUN
fis-3342	228	35	with	with	ADP
fis-3342	228	36	its	its	PRON
fis-3342	228	37	supporting	support	VERB
fis-3342	228	38	steel	steel	NOUN
fis-3342	228	39	beams	beam	NOUN
fis-3342	228	40	to	to	PART
fis-3342	228	41	be	be	AUX
fis-3342	228	42	maximum	maximum	ADJ
fis-3342	228	43	of	of	ADP
fis-3342	228	44	about	about	ADV
fis-3342	228	45	40	40	NUM
fis-3342	228	46	%	%	NOUN
fis-3342	228	47	and	and	CCONJ
fis-3342	228	48	35	35	NUM
fis-3342	228	49	%	%	NOUN
fis-3342	228	50	in	in	ADP
fis-3342	228	51	average	average	NOUN
fis-3342	228	52	compared	compare	VERB
fis-3342	228	53	to	to	ADP
fis-3342	228	54	that	that	PRON
fis-3342	228	55	without	without	ADP
fis-3342	228	56	opening	opening	NOUN
fis-3342	228	57	for	for	ADP
fis-3342	228	58	exterior	exterior	ADJ
fis-3342	228	59	and	and	CCONJ
fis-3342	228	60	interior	interior	ADJ
fis-3342	228	61	beams	beam	NOUN
fis-3342	228	62	respectively	respectively	ADV
fis-3342	228	63	regardless	regardless	ADV
fis-3342	228	64	to	to	ADP
fis-3342	228	65	loading	loading	NOUN
fis-3342	228	66	type	type	NOUN
fis-3342	228	67	.	.	PUNCT
fis-3342	229	1	7it	7it	NOUN
fis-3342	229	2	can	can	AUX
fis-3342	229	3	be	be	AUX
fis-3342	229	4	stated	state	VERB
fis-3342	229	5	that	that	SCONJ
fis-3342	229	6	more	more	ADJ
fis-3342	229	7	than	than	ADP
fis-3342	229	8	100	100	NUM
fis-3342	229	9	%	%	NOUN
fis-3342	229	10	of	of	ADP
fis-3342	229	11	slab	slab	NOUN
fis-3342	229	12	effective	effective	ADJ
fis-3342	229	13	width	width	NOUN
fis-3342	229	14	is	be	AUX
fis-3342	229	15	preserved	preserve	VERB
fis-3342	229	16	for	for	ADP
fis-3342	229	17	interior	interior	ADJ
fis-3342	229	18	supporting	support	VERB
fis-3342	229	19	beams	beam	NOUN
fis-3342	229	20	if	if	SCONJ
fis-3342	229	21	the	the	DET
fis-3342	229	22	openings	opening	NOUN
fis-3342	229	23	are	be	AUX
fis-3342	229	24	away	away	ADV
fis-3342	229	25	enough	enough	ADV
fis-3342	229	26	from	from	ADP
fis-3342	229	27	carried	carry	VERB
fis-3342	229	28	composite	composite	ADJ
fis-3342	229	29	slabs	slab	NOUN
fis-3342	229	30	structural	structural	ADJ
fis-3342	229	31	carried	carry	VERB
fis-3342	229	32	zones	zone	NOUN
fis-3342	229	33	while	while	SCONJ
fis-3342	229	34	only	only	ADV
fis-3342	229	35	70	70	NUM
fis-3342	229	36	%	%	NOUN
fis-3342	229	37	was	be	AUX
fis-3342	229	38	preserved	preserve	VERB
fis-3342	229	39	for	for	ADP
fis-3342	229	40	exterior	exterior	ADJ
fis-3342	229	41	ones	one	NOUN
fis-3342	229	42	.	.	PUNCT
fis-3342	230	1	8it	8it	NOUN
fis-3342	230	2	is	be	AUX
fis-3342	230	3	recommended	recommend	VERB
fis-3342	230	4	to	to	PART
fis-3342	230	5	numerically	numerically	ADV
fis-3342	230	6	extend	extend	VERB
fis-3342	230	7	this	this	DET
fis-3342	230	8	research	research	NOUN
fis-3342	230	9	to	to	PART
fis-3342	230	10	study	study	VERB
fis-3342	230	11	more	more	ADJ
fis-3342	230	12	and	and	CCONJ
fis-3342	230	13	more	more	ADJ
fis-3342	230	14	structural	structural	ADJ
fis-3342	230	15	parameters	parameter	NOUN
fis-3342	230	16	effects	effect	NOUN
fis-3342	230	17	on	on	ADP
fis-3342	230	18	estimated	estimate	VERB
fis-3342	230	19	effective	effective	ADJ
fis-3342	230	20	composite	composite	ADJ
fis-3342	230	21	slab	slab	NOUN
fis-3342	230	22	acting	act	VERB
fis-3342	230	23	as	as	ADP
fis-3342	230	24	a	a	DET
fis-3342	230	25	flange	flange	NOUN
fis-3342	230	26	with	with	ADP
fis-3342	230	27	supporting	support	VERB
fis-3342	230	28	steel	steel	NOUN
fis-3342	230	29	beams	beam	NOUN
fis-3342	230	30	which	which	PRON
fis-3342	230	31	will	will	AUX
fis-3342	230	32	be	be	AUX
fis-3342	230	33	done	do	VERB
fis-3342	230	34	in	in	ADP
fis-3342	230	35	a	a	DET
fis-3342	230	36	next	next	ADJ
fis-3342	230	37	research	research	NOUN
fis-3342	230	38	paper	paper	NOUN
fis-3342	230	39	.	.	PUNCT
fis-3342	231	1	references	reference	NOUN
fis-3342	231	2	[	[	X
fis-3342	231	3	1	1	NUM
fis-3342	231	4	]	]	X
fis-3342	231	5	fraser	fraser	NOUN
fis-3342	231	6	,	,	PUNCT
fis-3342	231	7	d.j	d.j	PROPN
fis-3342	231	8	.	.	PROPN
fis-3342	231	9	(	(	PUNCT
fis-3342	231	10	1971	1971	NUM
fis-3342	231	11	)	)	PUNCT
fis-3342	231	12	.	.	PUNCT
fis-3342	232	1	the	the	DET
fis-3342	232	2	effective	effective	ADJ
fis-3342	232	3	widths	width	NOUN
fis-3342	232	4	of	of	ADP
fis-3342	232	5	simply	simply	ADV
fis-3342	232	6	-	-	PUNCT
fis-3342	232	7	supported	support	VERB
fis-3342	232	8	t	t	NOUN
fis-3342	232	9	and	and	CCONJ
fis-3342	232	10	l	l	NOUN
fis-3342	232	11	beams	beam	NOUN
fis-3342	232	12	for	for	ADP
fis-3342	232	13	the	the	DET
fis-3342	232	14	calculation	calculation	NOUN
fis-3342	232	15	of	of	ADP
fis-3342	232	16	deflections	deflection	NOUN
fis-3342	232	17	,	,	PUNCT
fis-3342	232	18	the	the	DET
fis-3342	232	19	national	national	ADJ
fis-3342	232	20	library	library	NOUN
fis-3342	232	21	of	of	ADP
fis-3342	232	22	australia	australia	PROPN
fis-3342	232	23	,	,	PUNCT
fis-3342	232	24	kensington	kensington	PROPN
fis-3342	232	25	,	,	PUNCT
fis-3342	232	26	n.s.w	n.s.w	NOUN
fis-3342	232	27	.	.	PROPN
fis-3342	232	28	,	,	PUNCT
fis-3342	232	29	school	school	NOUN
fis-3342	232	30	of	of	ADP
fis-3342	232	31	civil	civil	ADJ
fis-3342	232	32	engineering	engineering	NOUN
fis-3342	232	33	,	,	PUNCT
fis-3342	232	34	university	university	NOUN
fis-3342	232	35	of	of	ADP
fis-3342	232	36	new	new	ADJ
fis-3342	232	37	south	south	PROPN
fis-3342	232	38	wales	wales	PROPN
fis-3342	232	39	,	,	PUNCT
fis-3342	232	40	1971	1971	NUM
fis-3342	232	41	,	,	PUNCT
fis-3342	232	42	uniciv	uniciv	NOUN
fis-3342	232	43	report	report	NOUN
fis-3342	232	44	;	;	PUNCT
fis-3342	232	45	no	no	INTJ
fis-3342	232	46	.	.	PUNCT
fis-3342	232	47	r-66	r-66	PROPN
fis-3342	232	48	,	,	PUNCT
fis-3342	232	49	bib	bib	PROPN
fis-3342	232	50	i	i	PROPN
fis-3342	232	51	d	d	PROPN
fis-3342	232	52	:	:	PUNCT
fis-3342	232	53	938997	938997	NUM
fis-3342	232	54	,	,	PUNCT
fis-3342	232	55	isbn	isbn	ADJ
fis-3342	232	56	:	:	PUNCT
fis-3342	232	57	085841	085841	NUM
fis-3342	232	58	006	006	NUM
fis-3342	232	59	0	0	NUM
fis-3342	232	60	.	.	PUNCT
fis-3342	232	61	available	available	ADJ
fis-3342	232	62	at	at	ADP
fis-3342	232	63	:	:	PUNCT
fis-3342	232	64	https://catalogue.nla.gov.au/record/938997	https://catalogue.nla.gov.au/record/938997	PROPN
fis-3342	232	65	b	b	PROPN
fis-3342	232	66	m.	m.	NOUN
fis-3342	232	67	khalaf	khalaf	PROPN
fis-3342	232	68	et	et	PROPN
fis-3342	232	69	alii	alii	PROPN
fis-3342	232	70	,	,	PUNCT
fis-3342	232	71	frattura	frattura	PROPN
fis-3342	232	72	ed	ed	PROPN
fis-3342	232	73	integrità	integrità	PROPN
fis-3342	232	74	strutturale	strutturale	PROPN
fis-3342	232	75	,	,	PUNCT
fis-3342	232	76	61	61	NUM
fis-3342	232	77	(	(	PUNCT
fis-3342	232	78	2022	2022	NUM
fis-3342	232	79	)	)	PUNCT
fis-3342	232	80	308	308	NUM
fis-3342	232	81	-	-	SYM
fis-3342	232	82	326	326	NUM
fis-3342	232	83	;	;	PUNCT
fis-3342	232	84	doi	doi	NOUN
fis-3342	232	85	:	:	PUNCT
fis-3342	232	86	10.3221	10.3221	NUM
fis-3342	232	87	/	/	SYM
fis-3342	232	88	igf	igf	PROPN
fis-3342	232	89	-	-	ADJ
fis-3342	232	90	esis.61.21	esis.61.21	ADJ
fis-3342	232	91	325	325	NUM
fis-3342	232	92	[	[	X
fis-3342	232	93	2	2	NUM
fis-3342	232	94	]	]	X
fis-3342	232	95	adekola	adekola	PROPN
fis-3342	232	96	,	,	PUNCT
fis-3342	232	97	a.	a.	PROPN
fis-3342	232	98	o.	o.	PROPN
fis-3342	232	99	,	,	PUNCT
fis-3342	232	100	moffatt	moffatt	PROPN
fis-3342	232	101	,	,	PUNCT
fis-3342	232	102	kr	kr	PROPN
fis-3342	232	103	.	.	PROPN
fis-3342	232	104	,	,	PUNCT
fis-3342	232	105	lim	lim	PROPN
fis-3342	232	106	,	,	PUNCT
fis-3342	232	107	ptk	ptk	PROPN
fis-3342	232	108	(	(	PUNCT
fis-3342	232	109	1974	1974	NUM
fis-3342	232	110	)	)	PUNCT
fis-3342	232	111	.	.	PUNCT
fis-3342	233	1	on	on	ADP
fis-3342	233	2	the	the	DET
fis-3342	233	3	influence	influence	NOUN
fis-3342	233	4	curves	curve	NOUN
fis-3342	233	5	for	for	ADP
fis-3342	233	6	effective	effective	ADJ
fis-3342	233	7	width	width	NOUN
fis-3342	233	8	in	in	ADP
fis-3342	233	9	non	non	ADJ
fis-3342	233	10	-	-	ADJ
fis-3342	233	11	prismatic	prismatic	ADJ
fis-3342	233	12	composite	composite	ADJ
fis-3342	233	13	beams	beam	NOUN
fis-3342	233	14	,	,	PUNCT
fis-3342	233	15	proceedings	proceeding	NOUN
fis-3342	233	16	of	of	ADP
fis-3342	233	17	the	the	DET
fis-3342	233	18	institution	institution	NOUN
fis-3342	233	19	of	of	ADP
fis-3342	233	20	civil	civil	ADJ
fis-3342	233	21	engineers	engineer	NOUN
fis-3342	233	22	,	,	PUNCT
fis-3342	233	23	london	london	PROPN
fis-3342	233	24	,	,	PUNCT
fis-3342	233	25	england	england	PROPN
fis-3342	233	26	57(3	57(3	NUM
fis-3342	233	27	)	)	PUNCT
fis-3342	233	28	,	,	PUNCT
fis-3342	233	29	pp	pp	ADP
fis-3342	233	30	.	.	PUNCT
fis-3342	234	1	553	553	NUM
fis-3342	234	2	-	-	SYM
fis-3342	234	3	557	557	NUM
fis-3342	234	4	,	,	PUNCT
fis-3342	234	5	doi	doi	NOUN
fis-3342	234	6	:	:	PUNCT
fis-3342	234	7	10.1680	10.1680	NUM
fis-3342	234	8	/	/	SYM
fis-3342	234	9	iicep.1974.4034	iicep.1974.4034	PRON
fis-3342	234	10	[	[	X
fis-3342	234	11	3	3	NUM
fis-3342	234	12	]	]	X
fis-3342	234	13	elkelish	elkelish	NOUN
fis-3342	234	14	,	,	PUNCT
fis-3342	234	15	s.	s.	PROPN
fis-3342	234	16	,	,	PUNCT
fis-3342	234	17	robinson	robinson	PROPN
fis-3342	234	18	,	,	PUNCT
fis-3342	234	19	h.	h.	PROPN
fis-3342	234	20	(	(	PUNCT
fis-3342	234	21	1986	1986	NUM
fis-3342	234	22	)	)	PUNCT
fis-3342	234	23	.	.	PUNCT
fis-3342	235	1	effective	effective	ADJ
fis-3342	235	2	widths	width	NOUN
fis-3342	235	3	of	of	ADP
fis-3342	235	4	composite	composite	ADJ
fis-3342	235	5	beams	beam	NOUN
fis-3342	235	6	with	with	ADP
fis-3342	235	7	ribbed	ribbed	ADJ
fis-3342	235	8	metal	metal	NOUN
fis-3342	235	9	deck	deck	NOUN
fis-3342	235	10	,	,	PUNCT
fis-3342	235	11	canadian	canadian	ADJ
fis-3342	235	12	journal	journal	NOUN
fis-3342	235	13	of	of	ADP
fis-3342	235	14	civil	civil	ADJ
fis-3342	235	15	engineering	engineering	NOUN
fis-3342	235	16	13(5	13(5	NUM
fis-3342	235	17	)	)	PUNCT
fis-3342	235	18	,	,	PUNCT
fis-3342	235	19	pp	pp	ADJ
fis-3342	235	20	.	.	PUNCT
fis-3342	236	1	575	575	NUM
fis-3342	236	2	-	-	SYM
fis-3342	236	3	582	582	NUM
fis-3342	236	4	,	,	PUNCT
fis-3342	236	5	doi	doi	NOUN
fis-3342	236	6	:	:	PUNCT
fis-3342	236	7	10.1139	10.1139	NUM
fis-3342	236	8	/	/	SYM
fis-3342	236	9	l86	l86	NOUN
fis-3342	236	10	-	-	PUNCT
fis-3342	236	11	084	084	NUM
fis-3342	237	1	[	[	X
fis-3342	237	2	4	4	NUM
fis-3342	237	3	]	]	X
fis-3342	237	4	chen	chen	PROPN
fis-3342	237	5	,	,	PUNCT
fis-3342	237	6	s.s	s.s	PROPN
fis-3342	237	7	.	.	PROPN
fis-3342	237	8	,	,	PUNCT
fis-3342	237	9	aref	aref	PROPN
fis-3342	237	10	,	,	PUNCT
fis-3342	237	11	a.j	a.j	PROPN
fis-3342	237	12	.	.	PROPN
fis-3342	237	13	,	,	PUNCT
fis-3342	237	14	ahn	ahn	PROPN
fis-3342	237	15	,	,	PUNCT
fis-3342	237	16	i.–s	i.–s	PROPN
fis-3342	237	17	.	.	PROPN
fis-3342	237	18	,	,	PUNCT
fis-3342	237	19	chiewanichakorn	chiewanichakorn	VERB
fis-3342	237	20	,	,	PUNCT
fis-3342	237	21	m.	m.	NOUN
fis-3342	237	22	j.	j.	PROPN
fis-3342	237	23	,	,	PUNCT
fis-3342	237	24	carpenter	carpenter	PROPN
fis-3342	237	25	,	,	PUNCT
fis-3342	237	26	nottis	nottis	ADV
fis-3342	237	27	,	,	PUNCT
fis-3342	237	28	a.	a.	NOUN
fis-3342	237	29	a.	a.	PROPN
fis-3342	237	30	and	and	CCONJ
fis-3342	237	31	kalpakidis	kalpakidis	PROPN
fis-3342	237	32	,	,	PUNCT
fis-3342	237	33	i.	i.	PROPN
fis-3342	237	34	(	(	PUNCT
fis-3342	237	35	2005	2005	NUM
fis-3342	237	36	)	)	PUNCT
fis-3342	237	37	.	.	PUNCT
fis-3342	238	1	effective	effective	ADJ
fis-3342	238	2	slab	slab	NOUN
fis-3342	238	3	width	width	NOUN
fis-3342	238	4	for	for	ADP
fis-3342	238	5	composite	composite	ADJ
fis-3342	238	6	steel	steel	NOUN
fis-3342	238	7	bridge	bridge	NOUN
fis-3342	238	8	members	member	NOUN
fis-3342	238	9	,	,	PUNCT
fis-3342	238	10	dept	dept	NOUN
fis-3342	238	11	.	.	PROPN
fis-3342	239	1	of	of	ADP
fis-3342	239	2	civil	civil	ADJ
fis-3342	239	3	,	,	PUNCT
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fis-3342	239	5	and	and	CCONJ
fis-3342	239	6	environmental	environmental	ADJ
fis-3342	239	7	engineering	engineering	NOUN
fis-3342	239	8	,	,	PUNCT
fis-3342	239	9	state	state	NOUN
fis-3342	239	10	university	university	PROPN
fis-3342	239	11	of	of	ADP
fis-3342	239	12	new	new	PROPN
fis-3342	239	13	york	york	PROPN
fis-3342	239	14	at	at	ADP
fis-3342	239	15	buffalo	buffalo	PROPN
fis-3342	239	16	,	,	PUNCT
fis-3342	239	17	buffalo	buffalo	PROPN
fis-3342	239	18	,	,	PUNCT
fis-3342	239	19	ny	ny	PROPN
fis-3342	239	20	,	,	PUNCT
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fis-3342	239	22	:	:	PUNCT
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fis-3342	239	24	.	.	PUNCT
fis-3342	240	1	[	[	X
fis-3342	240	2	5	5	NUM
fis-3342	240	3	]	]	SYM
fis-3342	240	4	bortsch	bortsch	PROPN
fis-3342	240	5	,	,	PUNCT
fis-3342	240	6	r.	r.	PROPN
fis-3342	240	7	(	(	PUNCT
fis-3342	240	8	1921	1921	NUM
fis-3342	240	9	)	)	PUNCT
fis-3342	240	10	.	.	PUNCT
fis-3342	241	1	die	die	VERB
fis-3342	241	2	mitwirkende	mitwirkende	ADJ
fis-3342	241	3	plattenbreite	plattenbreite	NOUN
fis-3342	241	4	(	(	PUNCT
fis-3342	241	5	the	the	DET
fis-3342	241	6	plate	plate	NOUN
fis-3342	241	7	width	width	NOUN
fis-3342	241	8	contributors	contributor	NOUN
fis-3342	241	9	)	)	PUNCT
fis-3342	241	10	.	.	PUNCT
fis-3342	242	1	der	der	ADJ
fis-3342	242	2	bauingenieur	bauingenieur	NOUN
fis-3342	242	3	(	(	PUNCT
fis-3342	242	4	the	the	DET
fis-3342	242	5	civil	civil	ADJ
fis-3342	242	6	engineer	engineer	NOUN
fis-3342	242	7	)	)	PUNCT
fis-3342	242	8	,	,	PUNCT
fis-3342	242	9	23	23	NUM
fis-3342	242	10	,	,	PUNCT
fis-3342	242	11	pp	pp	ADJ
fis-3342	242	12	.	.	PUNCT
fis-3342	243	1	662	662	NUM
fis-3342	243	2	667	667	NUM
fis-3342	243	3	(	(	PUNCT
fis-3342	243	4	in	in	ADP
fis-3342	243	5	german	german	ADJ
fis-3342	243	6	)	)	PUNCT
fis-3342	243	7	.	.	PUNCT
fis-3342	244	1	[	[	X
fis-3342	244	2	6	6	NUM
fis-3342	244	3	]	]	X
fis-3342	244	4	chapman	chapman	PROPN
fis-3342	244	5	,	,	PUNCT
fis-3342	244	6	j.	j.	PROPN
fis-3342	244	7	c.	c.	PROPN
fis-3342	244	8	and	and	CCONJ
fis-3342	244	9	teraskiewicz	teraskiewicz	PROPN
fis-3342	244	10	,	,	PUNCT
fis-3342	244	11	j.	j.	PROPN
fis-3342	244	12	s.	s.	PROPN
fis-3342	244	13	(	(	PUNCT
fis-3342	244	14	1968	1968	NUM
fis-3342	244	15	)	)	PUNCT
fis-3342	244	16	.	.	PUNCT
fis-3342	245	1	research	research	NOUN
fis-3342	245	2	on	on	ADP
fis-3342	245	3	composite	composite	ADJ
fis-3342	245	4	construction	construction	NOUN
fis-3342	245	5	,	,	PUNCT
fis-3342	245	6	imperial	imperial	ADJ
fis-3342	245	7	college	college	NOUN
fis-3342	245	8	proceedings	proceeding	NOUN
fis-3342	245	9	of	of	ADP
fis-3342	245	10	the	the	DET
fis-3342	245	11	conference	conference	NOUN
fis-3342	245	12	on	on	ADP
fis-3342	245	13	steel	steel	NOUN
fis-3342	245	14	bridges	bridge	NOUN
fis-3342	245	15	,	,	PUNCT
fis-3342	245	16	institution	institution	NOUN
fis-3342	245	17	of	of	ADP
fis-3342	245	18	civil	civil	ADJ
fis-3342	245	19	engineers	engineer	NOUN
fis-3342	245	20	,	,	PUNCT
fis-3342	245	21	great	great	ADJ
fis-3342	245	22	george	george	PROPN
fis-3342	245	23	street	street	PROPN
fis-3342	245	24	,	,	PUNCT
fis-3342	245	25	london	london	PROPN
fis-3342	245	26	sw1	sw1	PROPN
fis-3342	245	27	,	,	PUNCT
fis-3342	245	28	british	british	ADJ
fis-3342	245	29	constructional	constructional	ADJ
fis-3342	245	30	steelwork	steelwork	NOUN
fis-3342	245	31	,	,	PUNCT
fis-3342	245	32	tg416.c66	tg416.c66	PROPN
fis-3342	245	33	,	,	PUNCT
fis-3342	245	34	london	london	PROPN
fis-3342	245	35	,	,	PUNCT
fis-3342	245	36	england	england	PROPN
fis-3342	245	37	,	,	PUNCT
fis-3342	245	38	24	24	NUM
fis-3342	245	39	-	-	SYM
fis-3342	245	40	26	26	NUM
fis-3342	245	41	june	june	PROPN
fis-3342	245	42	,	,	PUNCT
fis-3342	245	43	257	257	NUM
fis-3342	245	44	pp	pp	NOUN
fis-3342	245	45	.	.	PUNCT
fis-3342	246	1	[	[	X
fis-3342	246	2	7	7	X
fis-3342	246	3	]	]	X
fis-3342	246	4	amadio	amadio	NOUN
fis-3342	246	5	,	,	PUNCT
fis-3342	246	6	c.	c.	PROPN
fis-3342	246	7	and	and	CCONJ
fis-3342	246	8	fragiacomo	fragiacomo	NOUN
fis-3342	246	9	,	,	PUNCT
fis-3342	246	10	m.	m.	NOUN
fis-3342	246	11	(	(	PUNCT
fis-3342	246	12	2002	2002	NUM
fis-3342	246	13	)	)	PUNCT
fis-3342	246	14	.	.	PUNCT
fis-3342	247	1	effective	effective	ADJ
fis-3342	247	2	width	width	ADJ
fis-3342	247	3	evaluation	evaluation	NOUN
fis-3342	247	4	for	for	ADP
fis-3342	247	5	steel	steel	NOUN
fis-3342	247	6	-	-	PUNCT
fis-3342	247	7	concrete	concrete	ADJ
fis-3342	247	8	composite	composite	ADJ
fis-3342	247	9	beams	beam	NOUN
fis-3342	247	10	,	,	PUNCT
fis-3342	247	11	journal	journal	NOUN
fis-3342	247	12	of	of	ADP
fis-3342	247	13	construction	construction	NOUN
fis-3342	247	14	steel	steel	NOUN
fis-3342	247	15	research	research	NOUN
fis-3342	247	16	,	,	PUNCT
fis-3342	247	17	58	58	NUM
fis-3342	247	18	,	,	PUNCT
fis-3342	247	19	pp	pp	ADJ
fis-3342	247	20	.	.	PUNCT
fis-3342	248	1	373	373	NUM
fis-3342	248	2	-	-	SYM
fis-3342	248	3	388	388	NUM
fis-3342	248	4	,	,	PUNCT
fis-3342	248	5	doi	doi	NOUN
fis-3342	248	6	:	:	PUNCT
fis-3342	248	7	10.1016	10.1016	NUM
fis-3342	248	8	/	/	SYM
fis-3342	248	9	s0143	s0143	NOUN
fis-3342	248	10	-	-	PUNCT
fis-3342	248	11	974x	974x	NOUN
fis-3342	248	12	(	(	PUNCT
fis-3342	248	13	01)00058	01)00058	NOUN
fis-3342	248	14	-	-	PUNCT
fis-3342	248	15	x.	x.	NOUN
fis-3342	249	1	[	[	X
fis-3342	249	2	8	8	X
fis-3342	249	3	]	]	X
fis-3342	249	4	amadio	amadio	NOUN
fis-3342	249	5	c	c	X
fis-3342	249	6	,	,	PUNCT
fis-3342	249	7	briganti	briganti	PROPN
fis-3342	249	8	d.	d.	PROPN
fis-3342	249	9	(	(	PUNCT
fis-3342	249	10	2004	2004	NUM
fis-3342	249	11	)	)	PUNCT
fis-3342	249	12	.	.	PUNCT
fis-3342	250	1	experimental	experimental	ADJ
fis-3342	250	2	evaluation	evaluation	NOUN
fis-3342	250	3	of	of	ADP
fis-3342	250	4	effective	effective	ADJ
fis-3342	250	5	width	width	NOUN
fis-3342	250	6	in	in	ADP
fis-3342	250	7	steel	steel	NOUN
fis-3342	250	8	-	-	PUNCT
fis-3342	250	9	concrete	concrete	ADJ
fis-3342	250	10	composite	composite	ADJ
fis-3342	250	11	beams	beam	NOUN
fis-3342	250	12	,	,	PUNCT
fis-3342	250	13	journal	journal	NOUN
fis-3342	250	14	of	of	ADP
fis-3342	250	15	constructional	constructional	ADJ
fis-3342	250	16	steel	steel	NOUN
fis-3342	250	17	research	research	NOUN
fis-3342	250	18	,	,	PUNCT
fis-3342	250	19	60	60	NUM
fis-3342	250	20	,	,	PUNCT
fis-3342	250	21	pp.199	pp.199	NOUN
fis-3342	250	22	-	-	PUNCT
fis-3342	250	23	220	220	NUM
fis-3342	250	24	,	,	PUNCT
fis-3342	250	25	doi	doi	NOUN
fis-3342	250	26	:	:	PUNCT
fis-3342	250	27	10.1016	10.1016	NUM
fis-3342	250	28	/	/	SYM
fis-3342	250	29	j.jcsr.2003.08.007	j.jcsr.2003.08.007	ADJ
fis-3342	250	30	.	.	PUNCT
fis-3342	251	1	[	[	X
fis-3342	251	2	9	9	NUM
fis-3342	251	3	]	]	SYM
fis-3342	251	4	mackey	mackey	PROPN
fis-3342	251	5	,	,	PUNCT
fis-3342	251	6	s.	s.	PROPN
fis-3342	251	7	w.	w.	PROPN
fis-3342	251	8	,	,	PUNCT
fis-3342	251	9	franklin	franklin	PROPN
fis-3342	251	10	k.	k.	PROPN
fis-3342	251	11	c.	c.	PROPN
fis-3342	251	12	,	,	PUNCT
fis-3342	251	13	(	(	PUNCT
fis-3342	251	14	1961	1961	NUM
fis-3342	251	15	)	)	PUNCT
fis-3342	251	16	.	.	PUNCT
fis-3342	252	1	the	the	DET
fis-3342	252	2	effective	effective	ADJ
fis-3342	252	3	width	width	NOUN
fis-3342	252	4	of	of	ADP
fis-3342	252	5	a	a	DET
fis-3342	252	6	composite	composite	ADJ
fis-3342	252	7	tee	tee	NOUN
fis-3342	252	8	-	-	PUNCT
fis-3342	252	9	beam	beam	NOUN
fis-3342	252	10	flange	flange	NOUN
fis-3342	252	11	,	,	PUNCT
fis-3342	252	12	the	the	DET
fis-3342	252	13	institution	institution	NOUN
fis-3342	252	14	of	of	ADP
fis-3342	252	15	structural	structural	ADJ
fis-3342	252	16	engineers	engineer	NOUN
fis-3342	252	17	,	,	PUNCT
fis-3342	252	18	international	international	PROPN
fis-3342	252	19	hq	hq	NOUN
fis-3342	252	20	,	,	PUNCT
fis-3342	252	21	47	47	NUM
fis-3342	252	22	-	-	SYM
fis-3342	252	23	58	58	NUM
fis-3342	252	24	bastwick	bastwick	NOUN
fis-3342	252	25	street	street	PROPN
fis-3342	252	26	,	,	PUNCT
fis-3342	252	27	london	london	PROPN
fis-3342	252	28	,	,	PUNCT
fis-3342	252	29	ec1v	ec1v	PROPN
fis-3342	252	30	3ps	3ps	NOUN
fis-3342	252	31	,	,	PUNCT
fis-3342	252	32	277	277	NUM
fis-3342	252	33	.	.	PUNCT
fis-3342	252	34	available	available	ADJ
fis-3342	252	35	at	at	ADP
fis-3342	252	36	:	:	PUNCT
fis-3342	252	37	https://www.istructe.org/journal/volumes/volume-39-(published-in-1961)/issue-9/the-effective-width-of-acomposite-tee-beam-flange/#.yipxsczme30.link	https://www.istructe.org/journal/volumes/volume-39-(published-in-1961)/issue-9/the-effective-width-of-acomposite-tee-beam-flange/#.yipxsczme30.link	NOUN
fis-3342	253	1	[	[	X
fis-3342	253	2	10	10	NUM
fis-3342	253	3	]	]	X
fis-3342	253	4	lee	lee	PROPN
fis-3342	253	5	,	,	PUNCT
fis-3342	253	6	j.a.n	j.a.n	PROPN
fis-3342	253	7	.	.	PROPN
fis-3342	253	8	,	,	PUNCT
fis-3342	253	9	(	(	PUNCT
fis-3342	253	10	1962	1962	NUM
fis-3342	253	11	)	)	PUNCT
fis-3342	253	12	.	.	PUNCT
fis-3342	254	1	effective	effective	ADJ
fis-3342	254	2	widths	width	NOUN
fis-3342	254	3	of	of	ADP
fis-3342	254	4	tee	tee	NOUN
fis-3342	254	5	-	-	PUNCT
fis-3342	254	6	beams	beam	NOUN
fis-3342	254	7	,	,	PUNCT
fis-3342	254	8	the	the	DET
fis-3342	254	9	institution	institution	NOUN
fis-3342	254	10	of	of	ADP
fis-3342	254	11	structural	structural	ADJ
fis-3342	254	12	engineers	engineer	NOUN
fis-3342	254	13	,	,	PUNCT
fis-3342	254	14	international	international	PROPN
fis-3342	254	15	hq	hq	NOUN
fis-3342	254	16	,	,	PUNCT
fis-3342	254	17	47	47	NUM
fis-3342	254	18	-	-	SYM
fis-3342	254	19	58	58	NUM
fis-3342	254	20	bastwick	bastwick	NOUN
fis-3342	254	21	street	street	PROPN
fis-3342	254	22	,	,	PUNCT
fis-3342	254	23	london	london	PROPN
fis-3342	254	24	,	,	PUNCT
fis-3342	254	25	ec1v	ec1v	PROPN
fis-3342	254	26	3ps	3ps	NOUN
fis-3342	254	27	,	,	PUNCT
fis-3342	254	28	21	21	NUM
fis-3342	254	29	.	.	PUNCT
fis-3342	254	30	available	available	ADJ
fis-3342	254	31	at	at	ADP
fis-3342	254	32	:	:	PUNCT
fis-3342	254	33	https://www.istructe.org/journal/volumes/volume-40-(published-in-1962)/issue-1/effective-widths-oftee-beams/#.yiqbtzuofak.link	https://www.istructe.org/journal/volumes/volume-40-(published-in-1962)/issue-1/effective-widths-oftee-beams/#.yiqbtzuofak.link	PROPN
fis-3342	255	1	[	[	X
fis-3342	255	2	11	11	NUM
fis-3342	255	3	]	]	PUNCT
fis-3342	255	4	brendel	brendel	PROPN
fis-3342	255	5	,	,	PUNCT
fis-3342	255	6	g.	g.	PROPN
fis-3342	255	7	f.	f.	PROPN
fis-3342	255	8	,	,	PUNCT
fis-3342	255	9	(	(	PUNCT
fis-3342	255	10	1964	1964	NUM
fis-3342	255	11	)	)	PUNCT
fis-3342	255	12	.	.	PUNCT
fis-3342	256	1	strength	strength	NOUN
fis-3342	256	2	of	of	ADP
fis-3342	256	3	the	the	DET
fis-3342	256	4	compression	compression	NOUN
fis-3342	256	5	slab	slab	NOUN
fis-3342	256	6	of	of	ADP
fis-3342	256	7	t	t	NOUN
fis-3342	256	8	-	-	PUNCT
fis-3342	256	9	beams	beam	NOUN
fis-3342	256	10	subject	subject	NOUN
fis-3342	256	11	to	to	ADP
fis-3342	256	12	simple	simple	ADJ
fis-3342	256	13	bending	bending	NOUN
fis-3342	256	14	,	,	PUNCT
fis-3342	256	15	journal	journal	NOUN
fis-3342	256	16	of	of	ADP
fis-3342	256	17	american	american	PROPN
fis-3342	256	18	concrete	concrete	PROPN
fis-3342	256	19	institute	institute	PROPN
fis-3342	256	20	aci	aci	PROPN
fis-3342	256	21	,	,	PUNCT
fis-3342	256	22	journal	journal	NOUN
fis-3342	256	23	proceedings	proceeding	NOUN
fis-3342	256	24	,	,	PUNCT
fis-3342	256	25	61	61	NUM
fis-3342	256	26	,	,	PUNCT
fis-3342	256	27	pp	pp	ADJ
fis-3342	256	28	.	.	PUNCT
fis-3342	257	1	57	57	NUM
fis-3342	257	2	-	-	SYM
fis-3342	257	3	76	76	NUM
fis-3342	257	4	.	.	PUNCT
fis-3342	258	1	[	[	X
fis-3342	258	2	12	12	NUM
fis-3342	258	3	]	]	PUNCT
fis-3342	258	4	sabnis	sabnis	PROPN
fis-3342	258	5	,	,	PUNCT
fis-3342	258	6	g.m	g.m	PROPN
fis-3342	258	7	.	.	PROPN
fis-3342	258	8	,	,	PUNCT
fis-3342	258	9	(	(	PUNCT
fis-3342	258	10	1979	1979	NUM
fis-3342	258	11	)	)	PUNCT
fis-3342	258	12	.	.	PUNCT
fis-3342	259	1	handbook	handbook	NOUN
fis-3342	259	2	of	of	ADP
fis-3342	259	3	composite	composite	ADJ
fis-3342	259	4	construction	construction	NOUN
fis-3342	259	5	engineering	engineering	NOUN
fis-3342	259	6	,	,	PUNCT
fis-3342	259	7	van	van	PROPN
fis-3342	259	8	nostrand	nostrand	PROPN
fis-3342	259	9	reinhold	reinhold	PROPN
fis-3342	259	10	publishing	publishing	PROPN
fis-3342	259	11	company	company	NOUN
fis-3342	259	12	,	,	PUNCT
fis-3342	259	13	new	new	PROPN
fis-3342	259	14	york	york	PROPN
fis-3342	259	15	,	,	PUNCT
fis-3342	259	16	380	380	NUM
fis-3342	259	17	.	.	PUNCT
fis-3342	259	18	available	available	ADJ
fis-3342	259	19	at	at	ADP
fis-3342	259	20	:	:	PUNCT
fis-3342	259	21	https://www.worldcat.org/title/handbook-of-composite-constructionengineering/oclc/4004913	https://www.worldcat.org/title/handbook-of-composite-constructionengineering/oclc/4004913	PROPN
fis-3342	259	22	.	.	PUNCT
fis-3342	260	1	[	[	X
fis-3342	260	2	13	13	NUM
fis-3342	260	3	]	]	SYM
fis-3342	260	4	amadio	amadio	NOUN
fis-3342	260	5	,	,	PUNCT
fis-3342	260	6	c.	c.	PROPN
fis-3342	260	7	,	,	PUNCT
fis-3342	260	8	fedrigo	fedrigo	PROPN
fis-3342	260	9	,	,	PUNCT
fis-3342	260	10	c.	c.	PROPN
fis-3342	260	11	,	,	PUNCT
fis-3342	260	12	fragiacomo	fragiacomo	NOUN
fis-3342	260	13	,	,	PUNCT
fis-3342	260	14	m.	m.	NOUN
fis-3342	260	15	,	,	PUNCT
fis-3342	260	16	(	(	PUNCT
fis-3342	260	17	2004	2004	NUM
fis-3342	260	18	)	)	PUNCT
fis-3342	260	19	.	.	PUNCT
fis-3342	261	1	experimental	experimental	ADJ
fis-3342	261	2	evaluation	evaluation	NOUN
fis-3342	261	3	of	of	ADP
fis-3342	261	4	effective	effective	ADJ
fis-3342	261	5	width	width	NOUN
fis-3342	261	6	in	in	ADP
fis-3342	261	7	steel	steel	NOUN
fis-3342	261	8	concrete	concrete	ADJ
fis-3342	261	9	composite	composite	ADJ
fis-3342	261	10	beams	beam	NOUN
fis-3342	261	11	,	,	PUNCT
fis-3342	261	12	journal	journal	NOUN
fis-3342	261	13	of	of	ADP
fis-3342	261	14	constructional	constructional	ADJ
fis-3342	261	15	steel	steel	NOUN
fis-3342	261	16	research	research	NOUN
fis-3342	261	17	,	,	PUNCT
fis-3342	261	18	60	60	NUM
fis-3342	261	19	,	,	PUNCT
fis-3342	261	20	pp	pp	ADJ
fis-3342	261	21	.	.	PUNCT
fis-3342	262	1	199	199	NUM
fis-3342	262	2	-	-	SYM
fis-3342	262	3	220	220	NUM
fis-3342	262	4	,	,	PUNCT
fis-3342	262	5	doi	doi	NOUN
fis-3342	262	6	:	:	PUNCT
fis-3342	262	7	10.1016	10.1016	NUM
fis-3342	262	8	/	/	SYM
fis-3342	262	9	j.jcsr.2003.08.007	j.jcsr.2003.08.007	ADJ
fis-3342	262	10	.	.	PUNCT
fis-3342	263	1	[	[	X
fis-3342	263	2	14	14	NUM
fis-3342	263	3	]	]	X
fis-3342	263	4	khalaf	khalaf	PROPN
fis-3342	263	5	,	,	PUNCT
fis-3342	263	6	m.	m.	NOUN
fis-3342	263	7	,	,	PUNCT
fis-3342	263	8	el	el	PROPN
fis-3342	263	9	-	-	PUNCT
fis-3342	263	10	shihy	shihy	PROPN
fis-3342	263	11	,	,	PUNCT
fis-3342	263	12	a.	a.	PROPN
fis-3342	263	13	,	,	PUNCT
fis-3342	263	14	el	el	PROPN
fis-3342	263	15	-	-	PUNCT
fis-3342	263	16	kasaby	kasaby	PROPN
fis-3342	263	17	,	,	PUNCT
fis-3342	263	18	e.	e.	PROPN
fis-3342	263	19	,	,	PUNCT
fis-3342	263	20	and	and	CCONJ
fis-3342	263	21	youssef	youssef	PROPN
fis-3342	263	22	,	,	PUNCT
fis-3342	263	23	a.	a.	PROPN
fis-3342	263	24	,	,	PUNCT
fis-3342	263	25	(	(	PUNCT
fis-3342	263	26	2014	2014	NUM
fis-3342	263	27	)	)	PUNCT
fis-3342	263	28	.	.	PUNCT
fis-3342	264	1	numerical	numerical	PROPN
fis-3342	264	2	estimation	estimation	NOUN
fis-3342	264	3	and	and	CCONJ
fis-3342	264	4	analysis	analysis	NOUN
fis-3342	264	5	of	of	ADP
fis-3342	264	6	effective	effective	ADJ
fis-3342	264	7	width	width	NOUN
fis-3342	264	8	of	of	ADP
fis-3342	264	9	composite	composite	ADJ
fis-3342	264	10	beams	beam	NOUN
fis-3342	264	11	with	with	ADP
fis-3342	264	12	ribbed	ribbed	ADJ
fis-3342	264	13	slab	slab	NOUN
fis-3342	264	14	,	,	PUNCT
fis-3342	264	15	international	international	ADJ
fis-3342	264	16	journal	journal	NOUN
fis-3342	264	17	of	of	ADP
fis-3342	264	18	application	application	NOUN
fis-3342	264	19	or	or	CCONJ
fis-3342	264	20	innovation	innovation	NOUN
fis-3342	264	21	in	in	ADP
fis-3342	264	22	engineering	engineering	NOUN
fis-3342	264	23	&	&	CCONJ
fis-3342	264	24	management	management	PROPN
fis-3342	264	25	(	(	PUNCT
fis-3342	264	26	ijaiem	ijaiem	NOUN
fis-3342	264	27	)	)	PUNCT
fis-3342	264	28	,	,	PUNCT
fis-3342	264	29	3(8	3(8	NUM
fis-3342	264	30	)	)	PUNCT
fis-3342	264	31	,	,	PUNCT
fis-3342	264	32	pp	pp	ADJ
fis-3342	264	33	.	.	PUNCT
fis-3342	265	1	1	1	NUM
fis-3342	265	2	-	-	SYM
fis-3342	265	3	15	15	NUM
fis-3342	265	4	.	.	PUNCT
fis-3342	265	5	available	available	ADJ
fis-3342	265	6	at	at	ADP
fis-3342	265	7	:	:	PUNCT
fis-3342	265	8	https://www.ijaiem.org/issue1.php?vol=volume3issue8	https://www.ijaiem.org/issue1.php?vol=volume3issue8	NOUN
fis-3342	265	9	.	.	PUNCT
fis-3342	266	1	[	[	X
fis-3342	266	2	15	15	NUM
fis-3342	266	3	]	]	PUNCT
fis-3342	266	4	hbrc	hbrc	NOUN
fis-3342	266	5	,	,	PUNCT
fis-3342	266	6	housing	housing	NOUN
fis-3342	266	7	and	and	CCONJ
fis-3342	266	8	building	build	VERB
fis-3342	266	9	national	national	ADJ
fis-3342	266	10	research	research	NOUN
fis-3342	266	11	center	center	NOUN
fis-3342	266	12	;	;	PUNCT
fis-3342	266	13	(	(	PUNCT
fis-3342	266	14	2001	2001	NUM
fis-3342	266	15	)	)	PUNCT
fis-3342	266	16	.	.	PUNCT
fis-3342	267	1	egyptian	egyptian	PROPN
fis-3342	267	2	code	code	PROPN
fis-3342	267	3	of	of	ADP
fis-3342	267	4	practice	practice	NOUN
fis-3342	267	5	for	for	ADP
fis-3342	267	6	reinforced	reinforce	VERB
fis-3342	267	7	concrete	concrete	ADJ
fis-3342	267	8	structures	structure	NOUN
fis-3342	267	9	design	design	NOUN
fis-3342	267	10	&	&	CCONJ
fis-3342	267	11	construction	construction	NOUN
fis-3342	267	12	,	,	PUNCT
fis-3342	267	13	ecp	ecp	VERB
fis-3342	267	14	203	203	NUM
fis-3342	267	15	-	-	SYM
fis-3342	267	16	2001	2001	NUM
fis-3342	267	17	,	,	PUNCT
fis-3342	267	18	2nd	2nd	ADJ
fis-3342	267	19	upgrading	upgrading	NOUN
fis-3342	267	20	version	version	NOUN
fis-3342	267	21	,	,	PUNCT
fis-3342	267	22	appendix	appendix	VERB
fis-3342	267	23	"	"	PUNCT
fis-3342	267	24	3	3	NUM
fis-3342	267	25	"	"	PUNCT
fis-3342	267	26	;	;	PUNCT
fis-3342	267	27	laboratory	laboratory	NOUN
fis-3342	267	28	testing	testing	NOUN
fis-3342	267	29	guide	guide	NOUN
fis-3342	267	30	for	for	ADP
fis-3342	267	31	concrete	concrete	ADJ
fis-3342	267	32	construction	construction	NOUN
fis-3342	267	33	materials	material	NOUN
fis-3342	267	34	,	,	PUNCT
fis-3342	267	35	permanent	permanent	ADJ
fis-3342	267	36	technical	technical	ADJ
fis-3342	267	37	committee	committee	NOUN
fis-3342	267	38	,	,	PUNCT
fis-3342	267	39	cairo	cairo	PROPN
fis-3342	267	40	,	,	PUNCT
fis-3342	267	41	egypt	egypt	PROPN
fis-3342	267	42	.	.	PUNCT
fis-3342	268	1	[	[	X
fis-3342	268	2	16	16	NUM
fis-3342	268	3	]	]	X
fis-3342	268	4	american	american	PROPN
fis-3342	268	5	institute	institute	PROPN
fis-3342	268	6	of	of	ADP
fis-3342	268	7	steel	steel	PROPN
fis-3342	268	8	construction	construction	NOUN
fis-3342	268	9	aisc	aisc	PROPN
fis-3342	268	10	,	,	PUNCT
fis-3342	268	11	(	(	PUNCT
fis-3342	268	12	1999	1999	NUM
fis-3342	268	13	)	)	PUNCT
fis-3342	268	14	.	.	PUNCT
fis-3342	269	1	load	load	NOUN
fis-3342	269	2	and	and	CCONJ
fis-3342	269	3	resistance	resistance	NOUN
fis-3342	269	4	factor	factor	NOUN
fis-3342	269	5	design	design	NOUN
fis-3342	269	6	specification	specification	NOUN
fis-3342	269	7	for	for	ADP
fis-3342	269	8	structural	structural	ADJ
fis-3342	269	9	steel	steel	NOUN
fis-3342	269	10	buildings	building	NOUN
fis-3342	269	11	,	,	PUNCT
fis-3342	269	12	aisc	aisc	PROPN
fis-3342	269	13	,	,	PUNCT
fis-3342	269	14	inc	inc	PROPN
fis-3342	269	15	.	.	PROPN
fis-3342	269	16	,	,	PUNCT
fis-3342	269	17	one	one	NUM
fis-3342	269	18	east	east	PROPN
fis-3342	269	19	wacker	wacker	NOUN
fis-3342	269	20	drive	drive	NOUN
fis-3342	269	21	,	,	PUNCT
fis-3342	269	22	suite	suite	NOUN
fis-3342	269	23	3100	3100	NUM
fis-3342	269	24	,	,	PUNCT
fis-3342	269	25	chicago	chicago	PROPN
fis-3342	269	26	,	,	PUNCT
fis-3342	269	27	illinois	illinois	PROPN
fis-3342	269	28	60601	60601	NUM
fis-3342	269	29	-	-	SYM
fis-3342	269	30	2001	2001	NUM
fis-3342	269	31	.	.	PUNCT
fis-3342	270	1	[	[	X
fis-3342	270	2	17	17	NUM
fis-3342	270	3	]	]	X
fis-3342	270	4	wang	wang	PROPN
fis-3342	270	5	,	,	PUNCT
fis-3342	270	6	c.	c.	PROPN
fis-3342	270	7	k.	k.	PROPN
fis-3342	270	8	,	,	PUNCT
fis-3342	270	9	salmon	salmon	PROPN
fis-3342	270	10	,	,	PUNCT
fis-3342	270	11	c.g	c.g	PROPN
fis-3342	270	12	.	.	PROPN
fis-3342	270	13	,	,	PUNCT
fis-3342	270	14	(	(	PUNCT
fis-3342	270	15	1985	1985	NUM
fis-3342	270	16	)	)	PUNCT
fis-3342	270	17	.	.	PUNCT
fis-3342	271	1	reinforced	reinforce	VERB
fis-3342	271	2	concrete	concrete	ADJ
fis-3342	271	3	design	design	NOUN
fis-3342	271	4	,	,	PUNCT
fis-3342	271	5	harper	harper	NOUN
fis-3342	271	6	&	&	CCONJ
fis-3342	271	7	row	row	PROPN
fis-3342	271	8	publishers	publishers	PROPN
fis-3342	271	9	inc	inc	PROPN
fis-3342	271	10	.	.	PROPN
fis-3342	271	11	,	,	PUNCT
fis-3342	271	12	10	10	NUM
fis-3342	271	13	east	east	PROPN
fis-3342	271	14	53d	53d	PROPN
fis-3342	271	15	street	street	PROPN
fis-3342	271	16	,	,	PUNCT
fis-3342	271	17	new	new	PROPN
fis-3342	271	18	york	york	PROPN
fis-3342	271	19	,	,	PUNCT
fis-3342	271	20	ny	ny	PROPN
fis-3342	271	21	10022	10022	NUM
fis-3342	271	22	,	,	PUNCT
fis-3342	271	23	4th	4th	ADJ
fis-3342	271	24	edition	edition	NOUN
fis-3342	271	25	,	,	PUNCT
fis-3342	271	26	ta683.2.w3	ta683.2.w3	NOUN
fis-3342	271	27	-	-	SYM
fis-3342	271	28	1985	1985	NUM
fis-3342	271	29	,	,	PUNCT
fis-3342	271	30	940	940	NUM
fis-3342	271	31	.	.	PUNCT
fis-3342	272	1	nomenclature	nomenclature	NOUN
fis-3342	272	2	b	b	PROPN
fis-3342	272	3	*	*	NOUN
fis-3342	272	4	:	:	PUNCT
fis-3342	272	5	composite	composite	ADJ
fis-3342	272	6	slab	slab	NOUN
fis-3342	272	7	structural	structural	ADJ
fis-3342	272	8	supported	support	VERB
fis-3342	272	9	area	area	NOUN
fis-3342	272	10	width	width	NOUN
fis-3342	272	11	carried	carry	VERB
fis-3342	272	12	by	by	ADP
fis-3342	272	13	its	its	PRON
fis-3342	272	14	supporting	support	VERB
fis-3342	272	15	steel	steel	NOUN
fis-3342	272	16	beam	beam	NOUN
fis-3342	272	17	.	.	PUNCT
fis-3342	273	1	be	be	AUX
fis-3342	273	2	:	:	PUNCT
fis-3342	273	3	composite	composite	ADJ
fis-3342	273	4	slab	slab	NOUN
fis-3342	273	5	effective	effective	ADJ
fis-3342	273	6	width	width	NOUN
fis-3342	273	7	.	.	PUNCT
fis-3342	274	1	bemin	bemin	PROPN
fis-3342	274	2	.	.	PUNCT
fis-3342	275	1	:	:	PUNCT
fis-3342	276	1	minimum	minimum	NOUN
fis-3342	276	2	estimated	estimate	VERB
fis-3342	276	3	effective	effective	ADJ
fis-3342	276	4	width	width	NOUN
fis-3342	276	5	within	within	ADP
fis-3342	276	6	supporting	support	VERB
fis-3342	276	7	steel	steel	NOUN
fis-3342	276	8	beam	beam	NOUN
fis-3342	276	9	spanmiddle	spanmiddle	PROPN
fis-3342	276	10	third	third	PROPN
fis-3342	276	11	.	.	PUNCT
fis-3342	277	1	dx	dx	PROPN
fis-3342	277	2	:	:	PUNCT
fis-3342	278	1	opening	open	VERB
fis-3342	278	2	centroid	centroid	NOUN
fis-3342	278	3	distance	distance	NOUN
fis-3342	278	4	away	away	ADV
fis-3342	278	5	from	from	ADP
fis-3342	278	6	main	main	ADJ
fis-3342	278	7	supporting	support	VERB
fis-3342	278	8	steel	steel	NOUN
fis-3342	278	9	beam	beam	NOUN
fis-3342	278	10	left	leave	VERB
fis-3342	278	11	support	support	NOUN
fis-3342	278	12	;	;	PUNCT
fis-3342	278	13	(	(	PUNCT
fis-3342	278	14	fig	fig	NOUN
fis-3342	278	15	.	.	PUNCT
fis-3342	278	16	5	5	NUM
fis-3342	278	17	)	)	PUNCT
fis-3342	278	18	.	.	PUNCT
fis-3342	279	1	dy	dy	NOUN
fis-3342	279	2	:	:	PUNCT
fis-3342	279	3	opening	open	VERB
fis-3342	279	4	centroid	centroid	NOUN
fis-3342	279	5	distance	distance	NOUN
fis-3342	279	6	away	away	ADV
fis-3342	279	7	from	from	ADP
fis-3342	279	8	main	main	ADJ
fis-3342	279	9	supporting	support	VERB
fis-3342	279	10	steel	steel	NOUN
fis-3342	279	11	beam	beam	NOUN
fis-3342	279	12	longitudinal	longitudinal	ADJ
fis-3342	279	13	axis	axis	NOUN
fis-3342	279	14	;	;	PUNCT
fis-3342	279	15	(	(	PUNCT
fis-3342	279	16	fig	fig	NOUN
fis-3342	279	17	.	.	PUNCT
fis-3342	280	1	5	5	NUM
fis-3342	280	2	)	)	PUNCT
fis-3342	280	3	.	.	PUNCT
fis-3342	281	1	h	h	NOUN
fis-3342	281	2	:	:	PUNCT
fis-3342	281	3	steel	steel	NOUN
fis-3342	281	4	beam	beam	PROPN
fis-3342	281	5	cross	cross	PROPN
fis-3342	281	6	section	section	PROPN
fis-3342	281	7	height	height	NOUN
fis-3342	281	8	.	.	PUNCT
fis-3342	282	1	ht	ht	X
fis-3342	282	2	:	:	PUNCT
fis-3342	282	3	overall	overall	ADJ
fis-3342	282	4	section	section	NOUN
fis-3342	282	5	depth	depth	NOUN
fis-3342	282	6	.	.	PUNCT
fis-3342	283	1	l1	l1	PROPN
fis-3342	283	2	:	:	PUNCT
fis-3342	283	3	main	main	ADJ
fis-3342	283	4	supporting	support	VERB
fis-3342	283	5	steel	steel	NOUN
fis-3342	283	6	beams	beam	NOUN
fis-3342	283	7	spans	span	NOUN
fis-3342	283	8	;	;	PUNCT
fis-3342	283	9	(	(	PUNCT
fis-3342	283	10	fig	fig	NOUN
fis-3342	283	11	.	.	PUNCT
fis-3342	283	12	5	5	NUM
fis-3342	283	13	)	)	PUNCT
fis-3342	283	14	.	.	PUNCT
fis-3342	284	1	m.	m.	PROPN
fis-3342	284	2	khalaf	khalaf	PROPN
fis-3342	284	3	et	et	PROPN
fis-3342	284	4	alii	alii	PROPN
fis-3342	284	5	,	,	PUNCT
fis-3342	284	6	frattura	frattura	PROPN
fis-3342	284	7	ed	ed	PROPN
fis-3342	284	8	integrità	integrità	PROPN
fis-3342	284	9	strutturale	strutturale	PROPN
fis-3342	284	10	,	,	PUNCT
fis-3342	284	11	61	61	NUM
fis-3342	284	12	(	(	PUNCT
fis-3342	284	13	2022	2022	NUM
fis-3342	284	14	)	)	PUNCT
fis-3342	284	15	308	308	NUM
fis-3342	284	16	-	-	SYM
fis-3342	284	17	326	326	NUM
fis-3342	284	18	;	;	PUNCT
fis-3342	284	19	doi	doi	NOUN
fis-3342	284	20	:	:	PUNCT
fis-3342	284	21	10.3221	10.3221	NUM
fis-3342	284	22	/	/	SYM
fis-3342	284	23	igf	igf	PROPN
fis-3342	284	24	-	-	ADJ
fis-3342	284	25	esis.61.21	esis.61.21	ADJ
fis-3342	284	26	326	326	NUM
fis-3342	284	27	l2	l2	NOUN
fis-3342	284	28	and	and	CCONJ
fis-3342	284	29	l3	l3	PROPN
fis-3342	284	30	:	:	PUNCT
fis-3342	284	31	floor	floor	NOUN
fis-3342	284	32	panels	panel	NOUN
fis-3342	284	33	and	and	CCONJ
fis-3342	284	34	edge	edge	VERB
fis-3342	284	35	secondary	secondary	ADJ
fis-3342	284	36	beams	beam	NOUN
fis-3342	284	37	spans	span	NOUN
fis-3342	284	38	;	;	PUNCT
fis-3342	284	39	(	(	PUNCT
fis-3342	284	40	fig	fig	NOUN
fis-3342	284	41	.	.	PUNCT
fis-3342	284	42	5	5	NUM
fis-3342	284	43	)	)	PUNCT
fis-3342	284	44	.	.	PUNCT
fis-3342	285	1	lo1	lo1	PROPN
fis-3342	285	2	:	:	PUNCT
fis-3342	285	3	opening	opening	NOUN
fis-3342	285	4	length	length	NOUN
fis-3342	285	5	;	;	PUNCT
fis-3342	285	6	(	(	PUNCT
fis-3342	285	7	fig	fig	NOUN
fis-3342	285	8	.	.	PUNCT
fis-3342	285	9	5	5	NUM
fis-3342	285	10	)	)	PUNCT
fis-3342	285	11	.	.	PUNCT
fis-3342	286	1	lo2	lo2	NOUN
fis-3342	286	2	:	:	PUNCT
fis-3342	286	3	opening	opening	NOUN
fis-3342	286	4	width	width	NOUN
fis-3342	286	5	;	;	PUNCT
fis-3342	286	6	(	(	PUNCT
fis-3342	286	7	fig	fig	NOUN
fis-3342	286	8	.	.	PUNCT
fis-3342	286	9	5	5	NUM
fis-3342	286	10	)	)	PUNCT
fis-3342	286	11	.	.	PUNCT
fis-3342	287	1	pu	pu	PROPN
fis-3342	287	2	:	:	PUNCT
fis-3342	287	3	models	model	NOUN
fis-3342	287	4	design	design	VERB
fis-3342	287	5	ultimate	ultimate	ADJ
fis-3342	287	6	load	load	NOUN
fis-3342	287	7	capacity	capacity	NOUN
fis-3342	287	8	.	.	PUNCT
fis-3342	288	1	ro	ro	X
fis-3342	288	2	:	:	PUNCT
fis-3342	288	3	opening	open	VERB
fis-3342	288	4	aspect	aspect	NOUN
fis-3342	288	5	ratio	ratio	NOUN
fis-3342	288	6	or	or	CCONJ
fis-3342	288	7	opening	opening	NOUN
fis-3342	288	8	rectangularity	rectangularity	NOUN
fis-3342	288	9	;	;	PUNCT
fis-3342	288	10	(	(	PUNCT
fis-3342	288	11	r	r	NOUN
fis-3342	288	12	=	=	SYM
fis-3342	288	13	lo1	lo1	PROPN
fis-3342	288	14	/	/	SYM
fis-3342	288	15	lo2	lo2	NOUN
fis-3342	288	16	)	)	PUNCT
fis-3342	288	17	;	;	PUNCT
fis-3342	288	18	(	(	PUNCT
fis-3342	288	19	fig	fig	NOUN
fis-3342	288	20	.	.	PUNCT
fis-3342	288	21	5	5	NUM
fis-3342	288	22	)	)	PUNCT
fis-3342	288	23	.	.	PUNCT
fis-3342	289	1	r1	r1	NOUN
fis-3342	289	2	:	:	PUNCT
fis-3342	289	3	opening	open	VERB
fis-3342	289	4	longitudinal	longitudinal	ADJ
fis-3342	289	5	orientation	orientation	NOUN
fis-3342	289	6	position	position	NOUN
fis-3342	289	7	;	;	PUNCT
fis-3342	289	8	(	(	PUNCT
fis-3342	289	9	r1=	r1=	NOUN
fis-3342	289	10	lo1	lo1	PROPN
fis-3342	289	11	/	/	SYM
fis-3342	289	12	l1	l1	PROPN
fis-3342	289	13	)	)	PUNCT
fis-3342	289	14	;	;	PUNCT
fis-3342	289	15	(	(	PUNCT
fis-3342	289	16	fig	fig	NOUN
fis-3342	289	17	.	.	PUNCT
fis-3342	289	18	5	5	NUM
fis-3342	289	19	)	)	PUNCT
fis-3342	289	20	.	.	PUNCT
fis-3342	290	1	r2	r2	NOUN
fis-3342	290	2	:	:	PUNCT
fis-3342	290	3	opening	open	VERB
fis-3342	290	4	transverse	transverse	NOUN
fis-3342	290	5	orientation	orientation	NOUN
fis-3342	290	6	position	position	NOUN
fis-3342	290	7	;	;	PUNCT
fis-3342	290	8	(	(	PUNCT
fis-3342	290	9	r2	r2	PROPN
fis-3342	290	10	=	=	SYM
fis-3342	290	11	lo2	lo2	NOUN
fis-3342	290	12	/	/	SYM
fis-3342	290	13	l2	l2	NOUN
fis-3342	290	14	or	or	CCONJ
fis-3342	290	15	r2	r2	NOUN
fis-3342	290	16	=	=	SYM
fis-3342	290	17	lo2	lo2	PROPN
fis-3342	290	18	/	/	SYM
fis-3342	290	19	l3	l3	PROPN
fis-3342	290	20	)	)	PUNCT
fis-3342	290	21	;	;	PUNCT
fis-3342	290	22	(	(	PUNCT
fis-3342	290	23	fig	fig	NOUN
fis-3342	290	24	.	.	PUNCT
fis-3342	290	25	5	5	NUM
fis-3342	290	26	)	)	PUNCT
fis-3342	290	27	.	.	PUNCT
fis-3342	291	1	xo	xo	PROPN
fis-3342	291	2	:	:	PUNCT
fis-3342	292	1	opening	opening	NOUN
fis-3342	292	2	normalized	normalize	VERB
fis-3342	292	3	longitudinal	longitudinal	ADJ
fis-3342	292	4	position	position	NOUN
fis-3342	292	5	;	;	PUNCT
fis-3342	292	6	(	(	PUNCT
fis-3342	292	7	xo=	xo=	PROPN
fis-3342	292	8	dx	dx	PROPN
fis-3342	292	9	/	/	SYM
fis-3342	292	10	l1	l1	PROPN
fis-3342	292	11	;	;	PUNCT
fis-3342	292	12	(	(	PUNCT
fis-3342	292	13	fig	fig	NOUN
fis-3342	292	14	.	.	PUNCT
fis-3342	292	15	5	5	NUM
fis-3342	292	16	)	)	PUNCT
fis-3342	292	17	.	.	PUNCT
fis-3342	293	1	yo	yo	INTJ
fis-3342	293	2	:	:	PUNCT
fis-3342	293	3	opening	opening	NOUN
fis-3342	293	4	normalized	normalize	VERB
fis-3342	293	5	transverse	transverse	NOUN
fis-3342	293	6	position	position	NOUN
fis-3342	293	7	;	;	PUNCT
fis-3342	293	8	(	(	PUNCT
fis-3342	293	9	yo=	yo=	PROPN
fis-3342	293	10	dy	dy	NOUN
fis-3342	293	11	/	/	SYM
fis-3342	293	12	l2	l2	NOUN
fis-3342	293	13	)	)	PUNCT
fis-3342	293	14	;	;	PUNCT
fis-3342	293	15	(	(	PUNCT
fis-3342	293	16	fig	fig	NOUN
fis-3342	293	17	.	.	PUNCT
fis-3342	293	18	5	5	NUM
fis-3342	293	19	)	)	PUNCT
fis-3342	293	20	.	.	PUNCT
fis-3342	294	1	z	z	NOUN
fis-3342	294	2	:	:	PUNCT
fis-3342	294	3	normalized	normalize	VERB
fis-3342	294	4	steel	steel	NOUN
fis-3342	294	5	beam	beam	PROPN
fis-3342	294	6	span	span	NOUN
fis-3342	294	7	factor	factor	NOUN
fis-3342	294	8	;	;	PUNCT
fis-3342	294	9	(	(	PUNCT
fis-3342	294	10	considered	consider	VERB
fis-3342	294	11	section	section	NOUN
fis-3342	294	12	distance	distance	NOUN
fis-3342	294	13	away	away	ADV
fis-3342	294	14	from	from	ADP
fis-3342	294	15	supports	support	NOUN
fis-3342	294	16	compared	compare	VERB
fis-3342	294	17	to	to	ADP
fis-3342	294	18	beam	beam	NOUN
fis-3342	294	19	span	span	NOUN
fis-3342	294	20	)	)	PUNCT
fis-3342	294	21	.	.	PUNCT
fis-3342	295	1			NOUN
fis-3342	295	2	:	:	PUNCT
fis-3342	295	3	normalized	normalize	VERB
fis-3342	295	4	composite	composite	ADJ
fis-3342	295	5	slab	slab	NOUN
fis-3342	295	6	effective	effective	ADJ
fis-3342	295	7	width	width	ADJ
fis-3342	295	8	factor	factor	NOUN
fis-3342	295	9	;	;	PUNCT
fis-3342	295	10	(=	(=	X
fis-3342	295	11	be	be	AUX
fis-3342	295	12	/	/	SYM
fis-3342	295	13	b	b	NOUN
fis-3342	295	14	*	*	NOUN
fis-3342	295	15	)	)	PUNCT
fis-3342	295	16	.	.	PUNCT
fis-3342	296	1	d	d	NOUN
fis-3342	296	2	:	:	PUNCT
fis-3342	296	3	normalized	normalize	VERB
fis-3342	296	4	composite	composite	ADJ
fis-3342	296	5	slab	slab	NOUN
fis-3342	296	6	design	design	NOUN
fis-3342	296	7	effective	effective	ADJ
fis-3342	296	8	width	width	ADJ
fis-3342	296	9	factor	factor	NOUN
fis-3342	296	10	,	,	PUNCT
fis-3342	296	11	(=	(=	X
fis-3342	296	12	bemin./b	bemin./b	PROPN
fis-3342	296	13	*	*	PROPN
fis-3342	296	14	)	)	PUNCT
fis-3342	296	15	.	.	PUNCT
fis-3342	297	1	<	<	X
fis-3342	297	2	<	<	X
fis-3342	297	3	/ascii85encodepages	/ascii85encodepage	NOUN
fis-3342	297	4	false	false	ADJ
fis-3342	297	5	/allowtransparency	/allowtransparency	NOUN
fis-3342	297	6	false	false	ADJ
fis-3342	297	7	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-3342	297	8	true	true	ADJ
fis-3342	297	9	/autorotatepages	/autorotatepage	NOUN
fis-3342	297	10	/none	/none	PUNCT
fis-3342	297	11	/binding	/binding	PUNCT
fis-3342	297	12	/left	/left	ADJ
fis-3342	298	1	/calgrayprofile	/calgrayprofile	VERB
fis-3342	298	2	(	(	PUNCT
fis-3342	298	3	dot	dot	NOUN
fis-3342	298	4	gain	gain	NOUN
fis-3342	298	5	20	20	NUM
fis-3342	298	6	%	%	NOUN
fis-3342	298	7	)	)	PUNCT
fis-3342	298	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-3342	299	1	(	(	PUNCT
fis-3342	299	2	srgb	srgb	PROPN
fis-3342	299	3	iec61966	iec61966	NOUN
fis-3342	299	4	-	-	PUNCT
fis-3342	299	5	2.1	2.1	NUM
fis-3342	299	6	)	)	PUNCT
fis-3342	299	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-3342	300	1	(	(	PUNCT
fis-3342	300	2	u.s	u.s	PROPN
fis-3342	300	3	.	.	PROPN
fis-3342	300	4	web	web	NOUN
fis-3342	300	5	coated	coat	VERB
fis-3342	300	6	\050swop\051	\050swop\051	ADJ
fis-3342	300	7	v2	v2	NOUN
fis-3342	300	8	)	)	PUNCT
fis-3342	300	9	/srgbprofile	/srgbprofile	PUNCT
fis-3342	300	10	(	(	PUNCT
fis-3342	300	11	srgb	srgb	PROPN
fis-3342	300	12	iec61966	iec61966	NOUN
fis-3342	300	13	-	-	PUNCT
fis-3342	300	14	2.1	2.1	NUM
fis-3342	300	15	)	)	PUNCT
fis-3342	300	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-3342	301	1	/error	/error	INTJ
fis-3342	301	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-3342	302	1	1.4	1.4	NUM
fis-3342	302	2	/compressobjects	/compressobject	NOUN
fis-3342	302	3	/tags	/tag	VERB
fis-3342	302	4	/compresspages	/compresspage	NOUN
fis-3342	302	5	true	true	ADJ
fis-3342	302	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-3342	302	7	true	true	ADJ
fis-3342	302	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-3342	302	9	true	true	ADJ
fis-3342	302	10	/createjobticket	/createjobticket	NOUN
fis-3342	302	11	false	false	ADJ
fis-3342	302	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-3342	302	13	/default	/default	PUNCT
fis-3342	302	14	/detectblends	/detectblend	NOUN
fis-3342	302	15	true	true	ADJ
fis-3342	302	16	/detectcurves	/detectcurve	VERB
fis-3342	303	1	0.0000	0.0000	NUM
fis-3342	303	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-3342	303	3	/cmyk	/cmyk	PUNCT
fis-3342	304	1	/dothumbnails	/dothumbnail	VERB
fis-3342	305	1	false	false	ADJ
fis-3342	305	2	/embedallfonts	/embedallfont	NOUN
fis-3342	305	3	true	true	ADJ
fis-3342	305	4	/embedopentype	/embedopentype	PUNCT
fis-3342	305	5	false	false	ADJ
fis-3342	305	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-3342	305	7	true	true	ADJ
fis-3342	305	8	/embedjoboptions	/embedjoboption	NOUN
fis-3342	305	9	true	true	ADJ
fis-3342	305	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-3342	305	11	0	0	NUM
fis-3342	305	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-3342	305	13	false	false	ADJ
fis-3342	305	14	/endpage	/endpage	NOUN
fis-3342	305	15	-1	-1	NOUN
fis-3342	305	16	/imagememory	/imagememory	NUM
fis-3342	305	17	1048576	1048576	NUM
fis-3342	305	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-3342	305	19	false	false	ADJ
fis-3342	305	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-3342	305	21	100	100	NUM
fis-3342	305	22	/optimize	/optimize	NOUN
fis-3342	305	23	true	true	ADJ
fis-3342	305	24	/opm	/opm	NOUN
fis-3342	305	25	1	1	NUM
fis-3342	305	26	/parsedsccomments	/parsedsccomment	NOUN
fis-3342	305	27	true	true	ADJ
fis-3342	305	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-3342	305	29	true	true	ADJ
fis-3342	305	30	/preservecopypage	/preservecopypage	NOUN
fis-3342	305	31	true	true	ADJ
fis-3342	305	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-3342	305	33	true	true	ADJ
fis-3342	305	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-3342	305	35	true	true	ADJ
fis-3342	305	36	/preserveflatness	/preserveflatness	NOUN
fis-3342	305	37	true	true	ADJ
fis-3342	305	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-3342	305	39	false	false	ADJ
fis-3342	305	40	/preserveopicomments	/preserveopicomment	NOUN
fis-3342	305	41	true	true	ADJ
fis-3342	305	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-3342	305	43	true	true	ADJ
fis-3342	305	44	/startpage	/startpage	NOUN
fis-3342	305	45	1	1	NUM
fis-3342	305	46	/subsetfonts	/subsetfont	NOUN
fis-3342	305	47	true	true	ADJ
fis-3342	305	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-3342	305	49	/apply	/apply	PUNCT
fis-3342	305	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-3342	306	1	/preserve	/preserve	NOUN
fis-3342	306	2	/useprologue	/useprologue	NOUN
fis-3342	306	3	false	false	ADJ
fis-3342	306	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-3342	306	5	(	(	PUNCT
fis-3342	306	6	)	)	PUNCT
fis-3342	306	7	/alwaysembed	/alwaysembe	VERB
fis-3342	306	8	[	[	PUNCT
fis-3342	306	9	true	true	ADJ
fis-3342	306	10	]	]	PUNCT
fis-3342	306	11	/neverembed	/neverembed	PUNCT
fis-3342	307	1	[	[	PUNCT
fis-3342	307	2	true	true	ADJ
fis-3342	307	3	]	]	PUNCT
fis-3342	307	4	/antialiascolorimages	/antialiascolorimages	X
fis-3342	307	5	false	false	ADJ
fis-3342	307	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-3342	307	7	true	true	ADJ
fis-3342	307	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-3342	307	9	300	300	NUM
fis-3342	307	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-3342	307	11	/ok	/ok	ADJ
fis-3342	308	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-3342	309	1	true	true	ADJ
fis-3342	309	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-3342	309	3	/bicubic	/bicubic	NOUN
fis-3342	309	4	/colorimageresolution	/colorimageresolution	NOUN
fis-3342	310	1	300	300	NUM
fis-3342	310	2	/colorimagedepth	/colorimagedepth	PRON
fis-3342	310	3	-1	-1	INTJ
fis-3342	310	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-3342	310	5	1	1	NUM
fis-3342	310	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-3342	310	7	1.50000	1.50000	NUM
fis-3342	310	8	/encodecolorimages	/encodecolorimage	NOUN
fis-3342	310	9	true	true	ADJ
fis-3342	310	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-3342	310	11	/dctencode	/dctencode	PUNCT
fis-3342	311	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-3342	311	2	true	true	ADJ
fis-3342	311	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-3342	311	4	/jpeg	/jpeg	PUNCT
fis-3342	311	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-3342	312	1	<	<	X
fis-3342	312	2	<	<	X
fis-3342	312	3	/qfactor	/qfactor	NOUN
fis-3342	312	4	0.15	0.15	NUM
fis-3342	312	5	/hsamples	/hsample	NOUN
fis-3342	313	1	[	[	X
fis-3342	313	2	1	1	NUM
fis-3342	313	3	1	1	NUM
fis-3342	313	4	1	1	NUM
fis-3342	313	5	1	1	NUM
fis-3342	313	6	]	]	PUNCT
fis-3342	313	7	/vsamples	/vsample	NOUN
fis-3342	314	1	[	[	X
fis-3342	314	2	1	1	NUM
fis-3342	314	3	1	1	NUM
fis-3342	314	4	1	1	NUM
fis-3342	314	5	1	1	NUM
fis-3342	314	6	]	]	PUNCT
fis-3342	314	7	>	>	PUNCT
fis-3342	314	8	>	>	X
fis-3342	314	9	/colorimagedict	/colorimagedict	PUNCT
fis-3342	315	1	<	<	X
fis-3342	315	2	<	<	X
fis-3342	315	3	/qfactor	/qfactor	NOUN
fis-3342	315	4	0.15	0.15	NUM
fis-3342	315	5	/hsamples	/hsample	NOUN
fis-3342	316	1	[	[	X
fis-3342	316	2	1	1	NUM
fis-3342	316	3	1	1	NUM
fis-3342	316	4	1	1	NUM
fis-3342	316	5	1	1	NUM
fis-3342	316	6	]	]	PUNCT
fis-3342	316	7	/vsamples	/vsample	NOUN
fis-3342	317	1	[	[	X
fis-3342	317	2	1	1	NUM
fis-3342	317	3	1	1	NUM
fis-3342	317	4	1	1	NUM
fis-3342	317	5	1	1	NUM
fis-3342	317	6	]	]	PUNCT
fis-3342	317	7	>	>	PUNCT
fis-3342	317	8	>	>	X
fis-3342	317	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
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fis-3342	318	2	<	<	X
fis-3342	318	3	/tilewidth	/tilewidth	PUNCT
fis-3342	318	4	256	256	NUM
fis-3342	318	5	/tileheight	/tileheight	NUM
fis-3342	318	6	256	256	NUM
fis-3342	318	7	/quality	/quality	NOUN
fis-3342	318	8	30	30	NUM
fis-3342	318	9	>	>	PUNCT
fis-3342	318	10	>	>	X
fis-3342	318	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-3342	318	12	<	<	X
fis-3342	318	13	<	<	X
fis-3342	318	14	/tilewidth	/tilewidth	PUNCT
fis-3342	318	15	256	256	NUM
fis-3342	318	16	/tileheight	/tileheight	NUM
fis-3342	318	17	256	256	NUM
fis-3342	318	18	/quality	/quality	NOUN
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fis-3342	318	20	>	>	PUNCT
fis-3342	318	21	>	>	X
fis-3342	318	22	/antialiasgrayimages	/antialiasgrayimages	X
fis-3342	318	23	false	false	ADJ
fis-3342	318	24	/cropgrayimages	/cropgrayimage	NOUN
fis-3342	318	25	true	true	ADJ
fis-3342	318	26	/grayimageminresolution	/grayimageminresolution	ADV
fis-3342	318	27	300	300	NUM
fis-3342	318	28	/grayimageminresolutionpolicy	/grayimageminresolutionpolicy	NOUN
fis-3342	318	29	/ok	/ok	ADJ
fis-3342	318	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
fis-3342	319	1	true	true	ADJ
fis-3342	319	2	/grayimagedownsampletype	/grayimagedownsampletype	INTJ
fis-3342	319	3	/bicubic	/bicubic	NOUN
fis-3342	319	4	/grayimageresolution	/grayimageresolution	NOUN
fis-3342	319	5	300	300	NUM
fis-3342	319	6	/grayimagedepth	/grayimagedepth	PUNCT
fis-3342	319	7	-1	-1	PUNCT
fis-3342	319	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-3342	320	1	2	2	NUM
fis-3342	320	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
fis-3342	320	3	1.50000	1.50000	NUM
fis-3342	320	4	/encodegrayimages	/encodegrayimage	NOUN
fis-3342	320	5	true	true	ADJ
fis-3342	320	6	/grayimagefilter	/grayimagefilter	NOUN
fis-3342	320	7	/dctencode	/dctencode	PUNCT
fis-3342	321	1	/autofiltergrayimages	/autofiltergrayimages	VERB
fis-3342	321	2	true	true	ADJ
fis-3342	321	3	/grayimageautofilterstrategy	/grayimageautofilterstrategy	INTJ
fis-3342	321	4	/jpeg	/jpeg	PUNCT
fis-3342	321	5	/grayacsimagedict	/grayacsimagedict	PUNCT
fis-3342	322	1	<	<	X
fis-3342	322	2	<	<	X
fis-3342	322	3	/qfactor	/qfactor	NOUN
fis-3342	322	4	0.15	0.15	NUM
fis-3342	322	5	/hsamples	/hsample	NOUN
fis-3342	323	1	[	[	X
fis-3342	323	2	1	1	NUM
fis-3342	323	3	1	1	NUM
fis-3342	323	4	1	1	NUM
fis-3342	323	5	1	1	NUM
fis-3342	323	6	]	]	PUNCT
fis-3342	323	7	/vsamples	/vsample	NOUN
fis-3342	324	1	[	[	X
fis-3342	324	2	1	1	NUM
fis-3342	324	3	1	1	NUM
fis-3342	324	4	1	1	NUM
fis-3342	324	5	1	1	NUM
fis-3342	324	6	]	]	PUNCT
fis-3342	324	7	>	>	PUNCT
fis-3342	324	8	>	>	X
fis-3342	324	9	/grayimagedict	/grayimagedict	PUNCT
fis-3342	325	1	<	<	X
fis-3342	325	2	<	<	X
fis-3342	325	3	/qfactor	/qfactor	NOUN
fis-3342	325	4	0.15	0.15	NUM
fis-3342	325	5	/hsamples	/hsample	NOUN
fis-3342	326	1	[	[	X
fis-3342	326	2	1	1	NUM
fis-3342	326	3	1	1	NUM
fis-3342	326	4	1	1	NUM
fis-3342	326	5	1	1	NUM
fis-3342	326	6	]	]	PUNCT
fis-3342	326	7	/vsamples	/vsample	NOUN
fis-3342	327	1	[	[	X
fis-3342	327	2	1	1	NUM
fis-3342	327	3	1	1	NUM
fis-3342	327	4	1	1	NUM
fis-3342	327	5	1	1	NUM
fis-3342	327	6	]	]	PUNCT
fis-3342	327	7	>	>	X
fis-3342	327	8	>	>	X
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fis-3342	328	2	<	<	X
fis-3342	328	3	/tilewidth	/tilewidth	PUNCT
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fis-3342	328	21	>	>	X
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fis-3342	328	24	/cropmonoimages	/cropmonoimage	NOUN
fis-3342	328	25	true	true	ADJ
fis-3342	328	26	/monoimageminresolution	/monoimageminresolution	NUM
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fis-3342	328	28	/monoimageminresolutionpolicy	/monoimageminresolutionpolicy	PUNCT
fis-3342	329	1	/ok	/ok	PROPN
fis-3342	329	2	/downsamplemonoimages	/downsamplemonoimage	VERB
fis-3342	330	1	true	true	ADJ
fis-3342	330	2	/monoimagedownsampletype	/monoimagedownsampletype	PUNCT
fis-3342	330	3	/bicubic	/bicubic	NOUN
fis-3342	330	4	/monoimageresolution	/monoimageresolution	NOUN
fis-3342	330	5	1200	1200	NUM
fis-3342	330	6	/monoimagedepth	/monoimagedepth	PRON
fis-3342	330	7	-1	-1	PUNCT
fis-3342	331	1	/monoimagedownsamplethreshold	/monoimagedownsamplethreshold	PUNCT
fis-3342	331	2	1.50000	1.50000	NUM
fis-3342	331	3	/encodemonoimages	/encodemonoimage	NOUN
fis-3342	331	4	true	true	ADJ
fis-3342	331	5	/monoimagefilter	/monoimagefilter	ADP
fis-3342	331	6	/ccittfaxencode	/ccittfaxencode	INTJ
fis-3342	331	7	/monoimagedict	/monoimagedict	PUNCT
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fis-3342	332	7	/allowpsxobjects	/allowpsxobjects	PROPN
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fis-3342	332	9	/checkcompliance	/checkcompliance	NOUN
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fis-3342	332	19	/pdfxnotrimboxerror	/pdfxnotrimboxerror	NOUN
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fis-3342	334	2	)	)	PUNCT
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fis-3342	334	5	)	)	PUNCT
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fis-3342	334	13	/false	/false	INTJ
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fis-3342	339	3	>	>	X
fis-3342	339	4	/cze	/cze	PUNCT
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fis-3342	340	3	>	>	X
fis-3342	340	4	/dan	/dan	PUNCT
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fis-3342	342	2	>	>	X
fis-3342	342	3	/deu	/deu	PUNCT
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fis-3342	342	6	>	>	X
fis-3342	342	7	/esp	/esp	PUNCT
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fis-3342	342	10	>	>	X
fis-3342	342	11	/eti	/eti	X
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fis-3342	343	3	>	>	X
fis-3342	343	4	/fra	/fra	PUNCT
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fis-3342	344	3	>	>	X
fis-3342	344	4	/gre	/gre	PUNCT
fis-3342	344	5	<	<	X
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fis-3342	344	7	>	>	X
fis-3342	344	8	/heb	/heb	X
fis-3342	344	9	<	<	X
fis-3342	344	10	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	X
fis-3342	344	11	>	>	X
fis-3342	344	12	/hrv	/hrv	PROPN
fis-3342	345	1	(	(	PUNCT
fis-3342	345	2	za	za	PROPN
fis-3342	345	3	stvaranje	stvaranje	PROPN
fis-3342	345	4	adobe	adobe	PROPN
fis-3342	345	5	pdf	pdf	PROPN
fis-3342	345	6	dokumenata	dokumenata	PROPN
fis-3342	345	7	najpogodnijih	najpogodnijih	PROPN
fis-3342	345	8	za	za	PROPN
fis-3342	345	9	visokokvalitetni	visokokvalitetni	VERB
fis-3342	345	10	ispis	ispis	ADJ
fis-3342	345	11	prije	prije	NOUN
fis-3342	345	12	tiskanja	tiskanja	PROPN
fis-3342	345	13	koristite	koristite	PROPN
fis-3342	345	14	ove	ove	NOUN
fis-3342	345	15	postavke	postavke	NOUN
fis-3342	345	16	.	.	PUNCT
fis-3342	346	1	stvoreni	stvoreni	ADJ
fis-3342	346	2	pdf	pdf	NOUN
fis-3342	346	3	dokumenti	dokumenti	PROPN
fis-3342	346	4	mogu	mogu	PROPN
fis-3342	346	5	se	se	X
fis-3342	346	6	otvoriti	otvoriti	PROPN
fis-3342	346	7	acrobat	acrobat	PROPN
fis-3342	347	1	i	i	PRON
fis-3342	347	2	adobe	adobe	PROPN
fis-3342	347	3	reader	reader	PROPN
fis-3342	347	4	5.0	5.0	NUM
fis-3342	347	5	i	i	PRON
fis-3342	347	6	kasnijim	kasnijim	VERB
fis-3342	347	7	verzijama	verzijama	NOUN
fis-3342	347	8	.	.	PUNCT
fis-3342	347	9	)	)	PUNCT
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fis-3342	354	3	>	>	X
fis-3342	354	4	/nld	/nld	PUNCT
fis-3342	355	1	(	(	PUNCT
fis-3342	355	2	gebruik	gebruik	NOUN
fis-3342	355	3	deze	deze	PROPN
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fis-3342	359	3	>	>	X
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fis-3342	359	11	>	>	X
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fis-3342	361	8	/tur	/tur	X
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fis-3342	361	16	/enu	/enu	PUNCT
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fis-3342	361	22	create	create	VERB
fis-3342	361	23	adobe	adobe	PROPN
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fis-3342	361	29	high	high	ADJ
fis-3342	361	30	-	-	PUNCT
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fis-3342	361	32	prepress	prepress	NOUN
fis-3342	361	33	printing	printing	NOUN
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fis-3342	362	4	can	can	AUX
fis-3342	362	5	be	be	AUX
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fis-3342	362	7	with	with	ADP
fis-3342	362	8	acrobat	acrobat	PROPN
fis-3342	362	9	and	and	CCONJ
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fis-3342	362	12	5.0	5.0	NUM
fis-3342	362	13	and	and	CCONJ
fis-3342	362	14	later	later	ADV
fis-3342	362	15	.	.	PUNCT
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fis-3342	364	10	)	)	PUNCT
fis-3342	364	11	]	]	PUNCT
fis-3342	365	1	/othernamespaces	/othernamespace	VERB
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fis-3342	365	5	/asreaderspreads	/asreaderspreads	X
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fis-3342	365	8	true	true	ADJ
fis-3342	365	9	/errorcontrol	/errorcontrol	NOUN
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fis-3342	366	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-3342	366	3	false	false	ADJ
fis-3342	366	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-3342	366	5	false	false	ADJ
fis-3342	366	6	/includenonprinting	/includenonprinting	NOUN
fis-3342	366	7	false	false	ADJ
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fis-3342	366	9	false	false	ADJ
fis-3342	366	10	/namespace	/namespace	NOUN
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fis-3342	367	5	(	(	PUNCT
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fis-3342	367	8	(	(	PUNCT
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fis-3342	367	10	)	)	PUNCT
fis-3342	367	11	]	]	PUNCT
fis-3342	367	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-3342	368	1	false	false	ADJ
fis-3342	368	2	/omitplacedeps	/omitplacedeps	INTJ
fis-3342	368	3	false	false	ADJ
fis-3342	368	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-3342	368	5	false	false	ADJ
fis-3342	368	6	/simulateoverprint	/simulateoverprint	NOUN
fis-3342	368	7	/legacy	/legacy	PUNCT
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fis-3342	369	2	>	>	X
fis-3342	370	1	<	<	X
fis-3342	370	2	<	<	X
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fis-3342	370	4	false	false	ADJ
fis-3342	370	5	/addcolorbars	/addcolorbars	INTJ
fis-3342	370	6	false	false	ADJ
fis-3342	370	7	/addcropmarks	/addcropmarks	PUNCT
fis-3342	370	8	false	false	ADJ
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fis-3342	370	10	false	false	ADJ
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fis-3342	372	2	/generatestructure	/generatestructure	PUNCT
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fis-3342	372	4	/includebookmarks	/includebookmark	NOUN
fis-3342	372	5	false	false	ADJ
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fis-3342	372	7	false	false	ADJ
fis-3342	372	8	/includeinteractive	/includeinteractive	ADJ
fis-3342	372	9	false	false	ADJ
fis-3342	372	10	/includelayers	/includelayer	NOUN
fis-3342	372	11	false	false	ADJ
fis-3342	372	12	/includeprofiles	/includeprofiles	INTJ
fis-3342	372	13	false	false	ADJ
fis-3342	372	14	/multimediahandling	/multimediahandling	NOUN
fis-3342	373	1	/useobjectsettings	/useobjectsettings	PRON
fis-3342	374	1	/namespace	/namespace	PUNCT
fis-3342	375	1	[	[	PUNCT
fis-3342	375	2	(	(	PUNCT
fis-3342	375	3	adobe	adobe	PROPN
fis-3342	375	4	)	)	PUNCT
fis-3342	375	5	(	(	PUNCT
fis-3342	375	6	creativesuite	creativesuite	NOUN
fis-3342	375	7	)	)	PUNCT
fis-3342	375	8	(	(	PUNCT
fis-3342	375	9	2.0	2.0	NUM
fis-3342	375	10	)	)	PUNCT
fis-3342	375	11	]	]	PUNCT
fis-3342	376	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-3342	376	2	/documentcmyk	/documentcmyk	PUNCT
fis-3342	377	1	/preserveediting	/preserveedite	VERB
fis-3342	377	2	true	true	ADJ
fis-3342	377	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-3342	377	4	/leaveuntagged	/leaveuntagge	VERB
fis-3342	377	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-3342	377	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-3342	377	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-3342	378	1	false	false	ADJ
fis-3342	378	2	>	>	PUNCT
fis-3342	378	3	>	>	X
fis-3342	378	4	]	]	PUNCT
fis-3342	378	5	>	>	PUNCT
fis-3342	378	6	>	>	X
fis-3342	378	7	setdistillerparams	setdistillerparam	NOUN
fis-3342	379	1	<	<	X
fis-3342	379	2	<	<	X
fis-3342	379	3	/hwresolution	/hwresolution	NOUN
fis-3342	380	1	[	[	X
fis-3342	380	2	2400	2400	NUM
fis-3342	380	3	2400	2400	NUM
fis-3342	380	4	]	]	PUNCT
fis-3342	380	5	/pagesize	/pagesize	X
fis-3342	381	1	[	[	X
fis-3342	381	2	612.000	612.000	NUM
fis-3342	381	3	792.000	792.000	NUM
fis-3342	381	4	]	]	PUNCT
fis-3342	381	5	>	>	PUNCT
fis-3342	381	6	>	>	X
fis-3342	381	7	setpagedevice	setpagedevice	PROPN