id	sid	tid	token	lemma	pos
fis-5346	1	1	microsoft	microsoft	PROPN
fis-5346	1	2	word	word	NOUN
fis-5346	1	3	numero_72_art_14_5346.docx	numero_72_art_14_5346.docx	PUNCT
fis-5346	1	4	m.	m.	NOUN
fis-5346	1	5	a.	a.	NOUN
fis-5346	1	6	m.	m.	PROPN
fis-5346	1	7	khalil	khalil	PROPN
fis-5346	1	8	,	,	PUNCT
fis-5346	1	9	fracture	fracture	PROPN
fis-5346	1	10	and	and	CCONJ
fis-5346	1	11	structural	structural	ADJ
fis-5346	1	12	integrity	integrity	NOUN
fis-5346	1	13	,	,	PUNCT
fis-5346	1	14	72	72	NUM
fis-5346	1	15	(	(	PUNCT
fis-5346	1	16	2025	2025	NUM
fis-5346	1	17	)	)	PUNCT
fis-5346	1	18	193	193	NUM
fis-5346	1	19	-	-	SYM
fis-5346	1	20	210	210	NUM
fis-5346	1	21	;	;	PUNCT
fis-5346	1	22	doi	doi	NOUN
fis-5346	1	23	:	:	PUNCT
fis-5346	1	24	10.3221	10.3221	NUM
fis-5346	1	25	/	/	SYM
fis-5346	1	26	igf	igf	PROPN
fis-5346	1	27	-	-	PUNCT
fis-5346	1	28	esis.72.14	esis.72.14	PROPN
fis-5346	1	29	193	193	NUM
fis-5346	1	30	structural	structural	ADJ
fis-5346	1	31	behavior	behavior	NOUN
fis-5346	1	32	of	of	ADP
fis-5346	1	33	gfrp	gfrp	ADJ
fis-5346	1	34	-	-	PUNCT
fis-5346	1	35	concrete	concrete	ADJ
fis-5346	1	36	composite	composite	ADJ
fis-5346	1	37	beams	beam	NOUN
fis-5346	1	38	mohammed	mohammed	PROPN
fis-5346	1	39	abdel	abdel	PROPN
fis-5346	1	40	-	-	PUNCT
fis-5346	1	41	rahman	rahman	PROPN
fis-5346	1	42	m.	m.	PROPN
fis-5346	1	43	khalil	khalil	PROPN
fis-5346	1	44	faculty	faculty	PROPN
fis-5346	1	45	of	of	ADP
fis-5346	1	46	engineering	engineering	PROPN
fis-5346	1	47	,	,	PUNCT
fis-5346	1	48	helwan	helwan	PROPN
fis-5346	1	49	university	university	PROPN
fis-5346	1	50	,	,	PUNCT
fis-5346	1	51	egypt	egypt	PROPN
fis-5346	1	52	.	.	PUNCT
fis-5346	2	1	mamkhalil@m-eng.helwan.edu.eg	mamkhalil@m-eng.helwan.edu.eg	PROPN
fis-5346	2	2	ata	ata	PROPN
fis-5346	2	3	el	el	PROPN
fis-5346	2	4	-	-	PUNCT
fis-5346	2	5	kariem	kariem	PROPN
fis-5346	2	6	shoeib	shoeib	PROPN
fis-5346	2	7	soliman	soliman	PROPN
fis-5346	2	8	,	,	PUNCT
fis-5346	2	9	alaa	alaa	PROPN
fis-5346	2	10	gamal	gamal	PROPN
fis-5346	2	11	sheriff	sheriff	PROPN
fis-5346	2	12	,	,	PUNCT
fis-5346	2	13	mohammed	mohammed	PROPN
fis-5346	2	14	m.	m.	PROPN
fis-5346	2	15	salem	salem	PROPN
fis-5346	2	16	faculty	faculty	NOUN
fis-5346	2	17	of	of	ADP
fis-5346	2	18	engineering	engineering	NOUN
fis-5346	2	19	,	,	PUNCT
fis-5346	2	20	mataria	mataria	PROPN
fis-5346	2	21	,	,	PUNCT
fis-5346	2	22	helwan	helwan	PROPN
fis-5346	2	23	university	university	PROPN
fis-5346	2	24	,	,	PUNCT
fis-5346	2	25	egypt	egypt	PROPN
fis-5346	2	26	.	.	PUNCT
fis-5346	2	27	atta_alsayed@m-eng.helwan.edu.eg	atta_alsayed@m-eng.helwan.edu.eg	PROPN
fis-5346	2	28	,	,	PUNCT
fis-5346	2	29	agbsherif@gmail.com	agbsherif@gmail.com	X
fis-5346	2	30	,	,	PUNCT
fis-5346	2	31	mohamedsalem@m-eng.helwan.edu.eg	mohamedsalem@m-eng.helwan.edu.eg	ADJ
fis-5346	2	32	keywords	keyword	NOUN
fis-5346	2	33	.	.	PUNCT
fis-5346	3	1	gfrp	gfrp	PROPN
fis-5346	3	2	i	i	PROPN
fis-5346	3	3	-	-	PUNCT
fis-5346	3	4	section	section	NOUN
fis-5346	3	5	,	,	PUNCT
fis-5346	3	6	composite	composite	ADJ
fis-5346	3	7	beams	beam	NOUN
fis-5346	3	8	,	,	PUNCT
fis-5346	3	9	reinforced	reinforce	VERB
fis-5346	3	10	concrete	concrete	NOUN
fis-5346	3	11	,	,	PUNCT
fis-5346	3	12	analysis	analysis	NOUN
fis-5346	3	13	,	,	PUNCT
fis-5346	3	14	experimental	experimental	ADJ
fis-5346	3	15	and	and	CCONJ
fis-5346	3	16	theoretical	theoretical	ADJ
fis-5346	3	17	study	study	NOUN
fis-5346	3	18	,	,	PUNCT
fis-5346	3	19	fire	fire	NOUN
fis-5346	3	20	.	.	PUNCT
fis-5346	4	1	citation	citation	NOUN
fis-5346	4	2	:	:	PUNCT
fis-5346	5	1	khalil	khalil	PROPN
fis-5346	5	2	,	,	PUNCT
fis-5346	5	3	m.	m.	NOUN
fis-5346	5	4	,	,	PUNCT
fis-5346	5	5	soliman	soliman	NOUN
fis-5346	5	6	,	,	PUNCT
fis-5346	5	7	a.	a.	PROPN
fis-5346	5	8	,	,	PUNCT
fis-5346	5	9	sheriff	sheriff	NOUN
fis-5346	5	10	,	,	PUNCT
fis-5346	5	11	a.	a.	NOUN
fis-5346	5	12	,	,	PUNCT
fis-5346	5	13	salem	salem	NOUN
fis-5346	5	14	,	,	PUNCT
fis-5346	5	15	m.	m.	NOUN
fis-5346	5	16	,	,	PUNCT
fis-5346	5	17	structural	structural	ADJ
fis-5346	5	18	behavior	behavior	NOUN
fis-5346	5	19	of	of	ADP
fis-5346	5	20	gfrp	gfrp	ADJ
fis-5346	5	21	-	-	PUNCT
fis-5346	5	22	concrete	concrete	ADJ
fis-5346	5	23	composite	composite	ADJ
fis-5346	5	24	beams	beam	NOUN
fis-5346	5	25	,	,	PUNCT
fis-5346	5	26	fracture	fracture	NOUN
fis-5346	5	27	and	and	CCONJ
fis-5346	5	28	structural	structural	ADJ
fis-5346	5	29	integrity	integrity	NOUN
fis-5346	5	30	,	,	PUNCT
fis-5346	5	31	72	72	NUM
fis-5346	5	32	(	(	PUNCT
fis-5346	5	33	2025	2025	NUM
fis-5346	5	34	)	)	PUNCT
fis-5346	5	35	193	193	NUM
fis-5346	5	36	-	-	SYM
fis-5346	5	37	210	210	NUM
fis-5346	5	38	.	.	PUNCT
fis-5346	5	39	received	receive	VERB
fis-5346	5	40	:	:	PUNCT
fis-5346	5	41	19.01.2025	19.01.2025	ADV
fis-5346	5	42	accepted	accept	VERB
fis-5346	5	43	:	:	PUNCT
fis-5346	5	44	08.03.2025	08.03.2025	NUM
fis-5346	5	45	published	publish	VERB
fis-5346	5	46	:	:	PUNCT
fis-5346	5	47	11.03.2025	11.03.2025	NUM
fis-5346	5	48	issue	issue	NOUN
fis-5346	5	49	:	:	PUNCT
fis-5346	5	50	04.2025	04.2025	NUM
fis-5346	5	51	copyright	copyright	NOUN
fis-5346	5	52	:	:	PUNCT
fis-5346	5	53	©	©	PROPN
fis-5346	5	54	2025	2025	NUM
fis-5346	5	55	this	this	PRON
fis-5346	5	56	is	be	AUX
fis-5346	5	57	an	an	DET
fis-5346	5	58	open	open	ADJ
fis-5346	5	59	access	access	NOUN
fis-5346	5	60	article	article	NOUN
fis-5346	5	61	under	under	ADP
fis-5346	5	62	the	the	DET
fis-5346	5	63	terms	term	NOUN
fis-5346	5	64	of	of	ADP
fis-5346	5	65	the	the	DET
fis-5346	5	66	cc	cc	NOUN
fis-5346	5	67	-	-	PUNCT
fis-5346	5	68	by	by	ADP
fis-5346	5	69	4.0	4.0	NUM
fis-5346	5	70	,	,	PUNCT
fis-5346	5	71	which	which	PRON
fis-5346	5	72	permits	permit	VERB
fis-5346	5	73	unrestricted	unrestricted	ADJ
fis-5346	5	74	use	use	NOUN
fis-5346	5	75	,	,	PUNCT
fis-5346	5	76	distribution	distribution	NOUN
fis-5346	5	77	,	,	PUNCT
fis-5346	5	78	and	and	CCONJ
fis-5346	5	79	reproduction	reproduction	NOUN
fis-5346	5	80	in	in	ADP
fis-5346	5	81	any	any	DET
fis-5346	5	82	medium	medium	NOUN
fis-5346	5	83	,	,	PUNCT
fis-5346	5	84	provided	provide	VERB
fis-5346	5	85	the	the	DET
fis-5346	5	86	original	original	ADJ
fis-5346	5	87	author	author	NOUN
fis-5346	5	88	and	and	CCONJ
fis-5346	5	89	source	source	NOUN
fis-5346	5	90	are	be	AUX
fis-5346	5	91	credited	credit	VERB
fis-5346	5	92	.	.	PUNCT
fis-5346	6	1	introduction	introduction	NOUN
fis-5346	6	2	n	n	CCONJ
fis-5346	6	3	recent	recent	ADJ
fis-5346	6	4	times	time	NOUN
fis-5346	6	5	,	,	PUNCT
fis-5346	6	6	glass	glass	NOUN
fis-5346	6	7	fiber	fiber	NOUN
fis-5346	6	8	reinforced	reinforce	VERB
fis-5346	6	9	polymer	polymer	NOUN
fis-5346	6	10	(	(	PUNCT
fis-5346	6	11	gfrp	gfrp	PROPN
fis-5346	6	12	)	)	PUNCT
fis-5346	6	13	has	have	AUX
fis-5346	6	14	become	become	VERB
fis-5346	6	15	an	an	DET
fis-5346	6	16	alternative	alternative	NOUN
fis-5346	6	17	to	to	ADP
fis-5346	6	18	steel	steel	NOUN
fis-5346	6	19	as	as	ADP
fis-5346	6	20	structural	structural	ADJ
fis-5346	6	21	materials	material	NOUN
fis-5346	6	22	,	,	PUNCT
fis-5346	6	23	due	due	ADP
fis-5346	6	24	to	to	ADP
fis-5346	6	25	its	its	PRON
fis-5346	6	26	high	high	ADJ
fis-5346	6	27	strength	strength	NOUN
fis-5346	6	28	,	,	PUNCT
fis-5346	6	29	light	light	ADJ
fis-5346	6	30	weight	weight	NOUN
fis-5346	6	31	,	,	PUNCT
fis-5346	6	32	low	low	ADJ
fis-5346	6	33	cost	cost	NOUN
fis-5346	6	34	,	,	PUNCT
fis-5346	6	35	being	be	AUX
fis-5346	6	36	a	a	DET
fis-5346	6	37	corrosion	corrosion	NOUN
fis-5346	6	38	-	-	PUNCT
fis-5346	6	39	resistant	resistant	ADJ
fis-5346	6	40	material	material	NOUN
fis-5346	6	41	,	,	PUNCT
fis-5346	6	42	easier	easy	ADJ
fis-5346	6	43	to	to	PART
fis-5346	6	44	installed	instal	VERB
fis-5346	6	45	reducing	reduce	VERB
fis-5346	6	46	the	the	DET
fis-5346	6	47	overall	overall	ADJ
fis-5346	6	48	structure	structure	NOUN
fis-5346	6	49	weight	weight	NOUN
fis-5346	6	50	.	.	PUNCT
fis-5346	7	1	the	the	DET
fis-5346	7	2	gfrp	gfrp	PROPN
fis-5346	7	3	sections	section	NOUN
fis-5346	7	4	are	be	AUX
fis-5346	7	5	non	non	ADJ
fis-5346	7	6	-	-	ADJ
fis-5346	7	7	metallic	metallic	ADJ
fis-5346	7	8	,	,	PUNCT
fis-5346	7	9	so	so	SCONJ
fis-5346	7	10	they	they	PRON
fis-5346	7	11	are	be	AUX
fis-5346	7	12	not	not	PART
fis-5346	7	13	susceptible	susceptible	ADJ
fis-5346	7	14	to	to	ADP
fis-5346	7	15	electrochemical	electrochemical	ADJ
fis-5346	7	16	corrosion	corrosion	NOUN
fis-5346	7	17	that	that	PRON
fis-5346	7	18	can	can	AUX
fis-5346	7	19	occur	occur	VERB
fis-5346	7	20	when	when	SCONJ
fis-5346	7	21	exposed	expose	VERB
fis-5346	7	22	to	to	ADP
fis-5346	7	23	chloride	chloride	NOUN
fis-5346	7	24	in	in	ADP
fis-5346	7	25	coastal	coastal	ADJ
fis-5346	7	26	environments	environment	NOUN
fis-5346	7	27	.	.	PUNCT
fis-5346	8	1	gfrp	gfrp	PROPN
fis-5346	8	2	have	have	AUX
fis-5346	8	3	been	be	AUX
fis-5346	8	4	widely	widely	ADV
fis-5346	8	5	used	use	VERB
fis-5346	8	6	in	in	ADP
fis-5346	8	7	civil	civil	ADJ
fis-5346	8	8	engineering	engineering	NOUN
fis-5346	8	9	applications	application	NOUN
fis-5346	8	10	.	.	PUNCT
fis-5346	9	1	this	this	DET
fis-5346	9	2	study	study	NOUN
fis-5346	9	3	deals	deal	VERB
fis-5346	9	4	with	with	ADP
fis-5346	9	5	optimizing	optimize	VERB
fis-5346	9	6	the	the	DET
fis-5346	9	7	design	design	NOUN
fis-5346	9	8	of	of	ADP
fis-5346	9	9	gfrp	gfrp	NOUN
fis-5346	9	10	-	-	PUNCT
fis-5346	9	11	reinforced	reinforce	VERB
fis-5346	9	12	composite	composite	ADJ
fis-5346	9	13	concrete	concrete	ADJ
fis-5346	9	14	beams	beam	NOUN
fis-5346	9	15	leading	lead	VERB
fis-5346	9	16	to	to	ADP
fis-5346	9	17	greater	great	ADJ
fis-5346	9	18	savings	saving	NOUN
fis-5346	9	19	.	.	PUNCT
fis-5346	10	1	there	there	PRON
fis-5346	10	2	are	be	VERB
fis-5346	10	3	many	many	ADJ
fis-5346	10	4	previous	previous	ADJ
fis-5346	10	5	studies	study	NOUN
fis-5346	10	6	that	that	PRON
fis-5346	10	7	have	have	AUX
fis-5346	10	8	been	be	AUX
fis-5346	10	9	conducted	conduct	VERB
fis-5346	10	10	on	on	ADP
fis-5346	10	11	the	the	DET
fis-5346	10	12	behavior	behavior	NOUN
fis-5346	10	13	of	of	ADP
fis-5346	10	14	composite	composite	ADJ
fis-5346	10	15	beams	beam	NOUN
fis-5346	10	16	reinforced	reinforce	VERB
fis-5346	10	17	with	with	ADP
fis-5346	10	18	gfrp	gfrp	PROPN
fis-5346	10	19	i	i	PROPN
fis-5346	10	20	-	-	PUNCT
fis-5346	10	21	section	section	NOUN
fis-5346	10	22	and	and	CCONJ
fis-5346	10	23	steel	steel	NOUN
fis-5346	10	24	bars	bar	NOUN
fis-5346	10	25	[	[	X
fis-5346	10	26	1	1	NUM
fis-5346	10	27	to	to	PART
fis-5346	10	28	19	19	NUM
fis-5346	10	29	]	]	PUNCT
fis-5346	10	30	.	.	PUNCT
fis-5346	11	1	ibrahim	ibrahim	PROPN
fis-5346	11	2	t.	t.	PROPN
fis-5346	12	1	[	[	X
fis-5346	12	2	1	1	NUM
fis-5346	12	3	]	]	PUNCT
fis-5346	12	4	investigated	investigate	VERB
fis-5346	12	5	in	in	ADP
fis-5346	12	6	this	this	DET
fis-5346	12	7	study	study	NOUN
fis-5346	12	8	the	the	DET
fis-5346	12	9	flexural	flexural	ADJ
fis-5346	12	10	performance	performance	NOUN
fis-5346	12	11	of	of	ADP
fis-5346	12	12	rc	rc	PROPN
fis-5346	12	13	specimens	specimen	NOUN
fis-5346	12	14	composite	composite	NOUN
fis-5346	12	15	with	with	ADP
fis-5346	12	16	encased	encased	ADJ
fis-5346	12	17	pultruded	pultruded	ADJ
fis-5346	12	18	gfrp	gfrp	NOUN
fis-5346	12	19	i	i	PROPN
fis-5346	12	20	-	-	PUNCT
fis-5346	12	21	sections	section	NOUN
fis-5346	12	22	and	and	CCONJ
fis-5346	12	23	effect	effect	NOUN
fis-5346	12	24	of	of	ADP
fis-5346	12	25	using	use	VERB
fis-5346	12	26	shear	shear	NOUN
fis-5346	12	27	studs	stud	NOUN
fis-5346	12	28	shear	shear	VERB
fis-5346	12	29	studs	stud	NOUN
fis-5346	12	30	to	to	PART
fis-5346	12	31	improve	improve	VERB
fis-5346	12	32	the	the	DET
fis-5346	12	33	composite	composite	ADJ
fis-5346	12	34	interaction	interaction	NOUN
fis-5346	12	35	between	between	ADP
fis-5346	12	36	the	the	DET
fis-5346	12	37	gfrp	gfrp	PROPN
fis-5346	12	38	beam	beam	NOUN
fis-5346	12	39	and	and	CCONJ
fis-5346	12	40	concrete	concrete	NOUN
fis-5346	12	41	.	.	PUNCT
fis-5346	13	1	zhang	zhang	PROPN
fis-5346	14	1	p.	p.	NOUN
fis-5346	15	1	[	[	X
fis-5346	15	2	2	2	X
fis-5346	15	3	]	]	PUNCT
fis-5346	15	4	studied	study	VERB
fis-5346	15	5	of	of	ADP
fis-5346	15	6	gfrp	gfrp	PROPN
fis-5346	15	7	i	i	ADV
fis-5346	15	8	-	-	PUNCT
fis-5346	15	9	shaped	shape	VERB
fis-5346	15	10	profile	profile	NOUN
fis-5346	15	11	beams	beam	NOUN
fis-5346	15	12	strengthened	strengthen	VERB
fis-5346	15	13	with	with	ADP
fis-5346	15	14	a	a	DET
fis-5346	15	15	layer	layer	NOUN
fis-5346	15	16	of	of	ADP
fis-5346	15	17	high	high	ADJ
fis-5346	15	18	strength	strength	NOUN
fis-5346	15	19	concrete	concrete	ADJ
fis-5346	15	20	slab	slab	NOUN
fis-5346	15	21	on	on	ADP
fis-5346	15	22	top	top	NOUN
fis-5346	15	23	and	and	CCONJ
fis-5346	15	24	carbon	carbon	NOUN
fis-5346	15	25	frp	frp	PROPN
fis-5346	15	26	(	(	PUNCT
fis-5346	15	27	cfrp	cfrp	NOUN
fis-5346	15	28	)	)	PUNCT
fis-5346	15	29	sheets	sheet	NOUN
fis-5346	15	30	on	on	ADP
fis-5346	15	31	the	the	DET
fis-5346	15	32	web	web	NOUN
fis-5346	15	33	under	under	ADP
fis-5346	15	34	bending	bend	VERB
fis-5346	15	35	loading	loading	NOUN
fis-5346	15	36	,	,	PUNCT
fis-5346	15	37	and	and	CCONJ
fis-5346	15	38	all	all	DET
fis-5346	15	39	members	member	NOUN
fis-5346	15	40	showed	show	VERB
fis-5346	15	41	positive	positive	ADJ
fis-5346	15	42	effect	effect	NOUN
fis-5346	15	43	for	for	ADP
fis-5346	15	44	the	the	DET
fis-5346	15	45	ultimate	ultimate	ADJ
fis-5346	15	46	bearing	bearing	NOUN
fis-5346	15	47	capacity	capacity	NOUN
fis-5346	15	48	and	and	CCONJ
fis-5346	15	49	initial	initial	ADJ
fis-5346	15	50	rigidity	rigidity	NOUN
fis-5346	15	51	.	.	PUNCT
fis-5346	16	1	another	another	DET
fis-5346	16	2	study	study	NOUN
fis-5346	16	3	by	by	ADP
fis-5346	16	4	ali	ali	PROPN
fis-5346	16	5	m.	m.	PROPN
fis-5346	16	6	[	[	X
fis-5346	16	7	3	3	NUM
fis-5346	16	8	]	]	PUNCT
fis-5346	16	9	investigated	investigate	VERB
fis-5346	16	10	the	the	DET
fis-5346	16	11	flexural	flexural	ADJ
fis-5346	16	12	behavior	behavior	NOUN
fis-5346	16	13	of	of	ADP
fis-5346	16	14	pultruded	pultruded	ADJ
fis-5346	16	15	gfrp	gfrp	PROPN
fis-5346	16	16	i	i	PROPN
fis-5346	16	17	–	–	PUNCT
fis-5346	16	18	section	section	NOUN
fis-5346	16	19	strengthened	strengthen	VERB
fis-5346	16	20	by	by	ADP
fis-5346	16	21	shear	shear	ADJ
fis-5346	16	22	webs	webs	NOUN
fis-5346	16	23	with	with	ADP
fis-5346	16	24	gfrp	gfrp	PROPN
fis-5346	16	25	t	t	PROPN
fis-5346	16	26	–	–	PUNCT
fis-5346	16	27	section	section	NOUN
fis-5346	16	28	stiffeners	stiffener	NOUN
fis-5346	16	29	in	in	ADP
fis-5346	16	30	conjunction	conjunction	NOUN
fis-5346	16	31	with	with	ADP
fis-5346	16	32	concrete	concrete	ADJ
fis-5346	16	33	slabs	slab	NOUN
fis-5346	16	34	,	,	PUNCT
fis-5346	16	35	as	as	SCONJ
fis-5346	16	36	the	the	DET
fis-5346	16	37	results	result	NOUN
fis-5346	16	38	indicated	indicate	VERB
fis-5346	16	39	that	that	SCONJ
fis-5346	16	40	the	the	DET
fis-5346	16	41	flexural	flexural	ADJ
fis-5346	16	42	and	and	CCONJ
fis-5346	16	43	shear	shear	NOUN
fis-5346	16	44	strength	strength	NOUN
fis-5346	16	45	were	be	AUX
fis-5346	16	46	improved	improve	VERB
fis-5346	16	47	.	.	PUNCT
fis-5346	17	1	enas	enas	PROPN
fis-5346	17	2	m.	m.	NOUN
fis-5346	18	1	[	[	X
fis-5346	18	2	4	4	X
fis-5346	18	3	]	]	PUNCT
fis-5346	18	4	confirmed	confirm	VERB
fis-5346	18	5	that	that	SCONJ
fis-5346	18	6	the	the	DET
fis-5346	18	7	reduction	reduction	NOUN
fis-5346	18	8	in	in	ADP
fis-5346	18	9	the	the	DET
fis-5346	18	10	capacity	capacity	NOUN
fis-5346	18	11	was	be	AUX
fis-5346	18	12	about	about	ADV
fis-5346	18	13	25	25	NUM
fis-5346	18	14	%	%	NOUN
fis-5346	18	15	for	for	ADP
fis-5346	18	16	the	the	DET
fis-5346	18	17	encased	encase	VERB
fis-5346	18	18	gfrp	gfrp	NOUN
fis-5346	18	19	beams	beam	NOUN
fis-5346	18	20	with	with	ADP
fis-5346	18	21	exposure	exposure	NOUN
fis-5346	18	22	to	to	ADP
fis-5346	18	23	fire	fire	NOUN
fis-5346	18	24	under	under	ADP
fis-5346	18	25	700	700	NUM
fis-5346	18	26	°	°	ADP
fis-5346	18	27	c	c	NOUN
fis-5346	18	28	for	for	ADP
fis-5346	18	29	one	one	NUM
fis-5346	18	30	hour	hour	NOUN
fis-5346	18	31	.	.	PUNCT
fis-5346	19	1	i	i	PRON
fis-5346	20	1	https://youtu.be/cjjqtfpyp9q	https://youtu.be/cjjqtfpyp9q	PROPN
fis-5346	20	2	m.	m.	NOUN
fis-5346	20	3	a.	a.	PROPN
fis-5346	20	4	m.	m.	PROPN
fis-5346	20	5	khalil	khalil	PROPN
fis-5346	20	6	,	,	PUNCT
fis-5346	20	7	fracture	fracture	PROPN
fis-5346	20	8	and	and	CCONJ
fis-5346	20	9	structural	structural	ADJ
fis-5346	20	10	integrity	integrity	NOUN
fis-5346	20	11	,	,	PUNCT
fis-5346	20	12	72	72	NUM
fis-5346	20	13	(	(	PUNCT
fis-5346	20	14	2025	2025	NUM
fis-5346	20	15	)	)	PUNCT
fis-5346	20	16	193	193	NUM
fis-5346	20	17	-	-	SYM
fis-5346	20	18	210	210	NUM
fis-5346	20	19	;	;	PUNCT
fis-5346	20	20	doi	doi	NOUN
fis-5346	20	21	:	:	PUNCT
fis-5346	20	22	10.3221	10.3221	NUM
fis-5346	20	23	/	/	SYM
fis-5346	20	24	igf	igf	PROPN
fis-5346	20	25	-	-	PUNCT
fis-5346	20	26	esis.72.14	esis.72.14	PROPN
fis-5346	20	27	194	194	NUM
fis-5346	20	28	shahaji	shahaji	NOUN
fis-5346	21	1	p.	p.	NOUN
fis-5346	22	1	[	[	X
fis-5346	22	2	15	15	NUM
fis-5346	22	3	]	]	PUNCT
fis-5346	22	4	conducted	conduct	VERB
fis-5346	22	5	an	an	DET
fis-5346	22	6	experimental	experimental	ADJ
fis-5346	22	7	study	study	NOUN
fis-5346	22	8	on	on	ADP
fis-5346	22	9	composite	composite	ADJ
fis-5346	22	10	beam	beam	NOUN
fis-5346	22	11	reinforced	reinforce	VERB
fis-5346	22	12	with	with	ADP
fis-5346	22	13	pultruded	pultruded	ADJ
fis-5346	22	14	gfrp	gfrp	PROPN
fis-5346	22	15	i	i	NOUN
fis-5346	22	16	-	-	PUNCT
fis-5346	22	17	profile	profile	PROPN
fis-5346	22	18	&	&	CCONJ
fis-5346	22	19	cchannel	cchannel	PROPN
fis-5346	22	20	profile	profile	NOUN
fis-5346	22	21	in	in	ADP
fis-5346	22	22	the	the	DET
fis-5346	22	23	center	center	NOUN
fis-5346	22	24	and	and	CCONJ
fis-5346	22	25	bottom	bottom	ADJ
fis-5346	22	26	side	side	NOUN
fis-5346	22	27	to	to	PART
fis-5346	22	28	determine	determine	VERB
fis-5346	22	29	the	the	DET
fis-5346	22	30	load	load	NOUN
fis-5346	22	31	capacity	capacity	NOUN
fis-5346	22	32	of	of	ADP
fis-5346	22	33	the	the	DET
fis-5346	22	34	beams	beam	NOUN
fis-5346	22	35	under	under	ADP
fis-5346	22	36	four	four	NUM
fis-5346	22	37	-	-	PUNCT
fis-5346	22	38	point	point	NOUN
fis-5346	22	39	bending	bending	NOUN
fis-5346	22	40	.	.	PUNCT
fis-5346	23	1	the	the	DET
fis-5346	23	2	results	result	NOUN
fis-5346	23	3	showed	show	VERB
fis-5346	23	4	that	that	SCONJ
fis-5346	23	5	the	the	DET
fis-5346	23	6	beam	beam	NOUN
fis-5346	23	7	with	with	ADP
fis-5346	23	8	gfrp	gfrp	PROPN
fis-5346	23	9	i	i	PROPN
fis-5346	23	10	-	-	PUNCT
fis-5346	23	11	section	section	NOUN
fis-5346	23	12	carries	carry	VERB
fis-5346	23	13	more	more	ADJ
fis-5346	23	14	load	load	NOUN
fis-5346	23	15	compared	compare	VERB
fis-5346	23	16	to	to	ADP
fis-5346	23	17	the	the	DET
fis-5346	23	18	beam	beam	NOUN
fis-5346	23	19	with	with	ADP
fis-5346	23	20	gfrp	gfrp	PROPN
fis-5346	23	21	cchannel	cchannel	PROPN
fis-5346	23	22	profile	profile	NOUN
fis-5346	23	23	.	.	PUNCT
fis-5346	24	1	the	the	DET
fis-5346	24	2	beam	beam	NOUN
fis-5346	24	3	with	with	ADP
fis-5346	24	4	gfrp	gfrp	PROPN
fis-5346	24	5	i	i	PROPN
fis-5346	24	6	-	-	PUNCT
fis-5346	24	7	section	section	NOUN
fis-5346	24	8	at	at	ADP
fis-5346	24	9	the	the	DET
fis-5346	24	10	bottom	bottom	NOUN
fis-5346	24	11	carries	carry	VERB
fis-5346	24	12	more	more	ADJ
fis-5346	24	13	loads	load	NOUN
fis-5346	24	14	compared	compare	VERB
fis-5346	24	15	to	to	ADP
fis-5346	24	16	the	the	DET
fis-5346	24	17	beam	beam	NOUN
fis-5346	24	18	with	with	ADP
fis-5346	24	19	gfrp	gfrp	PROPN
fis-5346	24	20	i	i	PROPN
fis-5346	24	21	-	-	PUNCT
fis-5346	24	22	section	section	NOUN
fis-5346	24	23	at	at	ADP
fis-5346	24	24	the	the	DET
fis-5346	24	25	center	center	NOUN
fis-5346	24	26	.	.	PUNCT
fis-5346	25	1	research	research	NOUN
fis-5346	25	2	studies	study	NOUN
fis-5346	25	3	[	[	X
fis-5346	25	4	20	20	NUM
fis-5346	25	5	,	,	PUNCT
fis-5346	25	6	21	21	NUM
fis-5346	25	7	,	,	PUNCT
fis-5346	25	8	22	22	NUM
fis-5346	25	9	]	]	PUNCT
fis-5346	25	10	have	have	AUX
fis-5346	25	11	shown	show	VERB
fis-5346	25	12	that	that	SCONJ
fis-5346	25	13	fire	fire	NOUN
fis-5346	25	14	can	can	AUX
fis-5346	25	15	significantly	significantly	ADV
fis-5346	25	16	affect	affect	VERB
fis-5346	25	17	the	the	DET
fis-5346	25	18	strength	strength	NOUN
fis-5346	25	19	and	and	CCONJ
fis-5346	25	20	stiffness	stiffness	NOUN
fis-5346	25	21	of	of	ADP
fis-5346	25	22	gfrp	gfrp	ADJ
fis-5346	25	23	-	-	PUNCT
fis-5346	25	24	concrete	concrete	ADJ
fis-5346	25	25	composite	composite	ADJ
fis-5346	25	26	beams	beam	NOUN
fis-5346	25	27	,	,	PUNCT
fis-5346	25	28	leading	lead	VERB
fis-5346	25	29	to	to	ADP
fis-5346	25	30	structural	structural	ADJ
fis-5346	25	31	failure	failure	NOUN
fis-5346	25	32	.	.	PUNCT
fis-5346	26	1	aydin	aydin	NOUN
fis-5346	26	2	f.	f.	PROPN
fis-5346	27	1	[	[	X
fis-5346	27	2	22	22	NUM
fis-5346	27	3	]	]	PUNCT
fis-5346	27	4	conducted	conduct	VERB
fis-5346	27	5	an	an	DET
fis-5346	27	6	experimental	experimental	ADJ
fis-5346	27	7	investigation	investigation	NOUN
fis-5346	27	8	to	to	PART
fis-5346	27	9	determine	determine	VERB
fis-5346	27	10	the	the	DET
fis-5346	27	11	compressive	compressive	ADJ
fis-5346	27	12	and	and	CCONJ
fis-5346	27	13	tensile	tensile	NOUN
fis-5346	27	14	strengths	strength	NOUN
fis-5346	27	15	of	of	ADP
fis-5346	27	16	the	the	DET
fis-5346	27	17	gfrp	gfrp	PROPN
fis-5346	27	18	section	section	NOUN
fis-5346	27	19	at	at	ADP
fis-5346	27	20	13	13	NUM
fis-5346	27	21	various	various	ADJ
fis-5346	27	22	temperatures	temperature	NOUN
fis-5346	27	23	.	.	PUNCT
fis-5346	28	1	according	accord	VERB
fis-5346	28	2	to	to	ADP
fis-5346	28	3	the	the	DET
fis-5346	28	4	test	test	NOUN
fis-5346	28	5	results	result	NOUN
fis-5346	28	6	,	,	PUNCT
fis-5346	28	7	the	the	DET
fis-5346	28	8	compressive	compressive	ADJ
fis-5346	28	9	and	and	CCONJ
fis-5346	28	10	tensile	tensile	NOUN
fis-5346	28	11	strengths	strength	NOUN
fis-5346	28	12	for	for	ADP
fis-5346	28	13	gfrp	gfrp	NOUN
fis-5346	28	14	composite	composite	ADJ
fis-5346	28	15	beams	beam	NOUN
fis-5346	28	16	were	be	AUX
fis-5346	28	17	75	75	NUM
fis-5346	28	18	%	%	NOUN
fis-5346	28	19	and	and	CCONJ
fis-5346	28	20	28	28	NUM
fis-5346	28	21	%	%	NOUN
fis-5346	28	22	respectively	respectively	ADV
fis-5346	28	23	lower	low	ADJ
fis-5346	28	24	than	than	ADP
fis-5346	28	25	conventional	conventional	ADJ
fis-5346	28	26	reinforced	reinforce	VERB
fis-5346	28	27	beams	beam	NOUN
fis-5346	28	28	at	at	ADP
fis-5346	28	29	100	100	NUM
fis-5346	28	30	°	°	NOUN
fis-5346	28	31	c	c	NOUN
fis-5346	28	32	.	.	PUNCT
fis-5346	29	1	the	the	DET
fis-5346	29	2	gfrp	gfrp	PROPN
fis-5346	29	3	profiles	profile	NOUN
fis-5346	29	4	lost	lose	VERB
fis-5346	29	5	all	all	PRON
fis-5346	29	6	of	of	ADP
fis-5346	29	7	its	its	PRON
fis-5346	29	8	compressive	compressive	ADJ
fis-5346	29	9	strength	strength	NOUN
fis-5346	29	10	and	and	CCONJ
fis-5346	29	11	about	about	ADV
fis-5346	29	12	50	50	NUM
fis-5346	29	13	%	%	NOUN
fis-5346	29	14	of	of	ADP
fis-5346	29	15	its	its	PRON
fis-5346	29	16	tensile	tensile	NOUN
fis-5346	29	17	strength	strength	NOUN
fis-5346	29	18	at	at	ADP
fis-5346	29	19	temperature	temperature	NOUN
fis-5346	29	20	200	200	NUM
fis-5346	29	21	°	°	NOUN
fis-5346	29	22	c	c	NOUN
fis-5346	29	23	.	.	PUNCT
fis-5346	30	1	generally	generally	ADV
fis-5346	30	2	,	,	PUNCT
fis-5346	30	3	gfrp	gfrp	PROPN
fis-5346	30	4	sections	section	NOUN
fis-5346	30	5	have	have	VERB
fis-5346	30	6	sensitivity	sensitivity	NOUN
fis-5346	30	7	at	at	ADP
fis-5346	30	8	high	high	ADJ
fis-5346	30	9	temperatures	temperature	NOUN
fis-5346	30	10	and	and	CCONJ
fis-5346	30	11	relative	relative	ADJ
fis-5346	30	12	durability	durability	NOUN
fis-5346	30	13	at	at	ADP
fis-5346	30	14	low	low	ADJ
fis-5346	30	15	temperature	temperature	NOUN
fis-5346	30	16	.	.	PUNCT
fis-5346	31	1	the	the	DET
fis-5346	31	2	technical	technical	ADJ
fis-5346	31	3	previous	previous	ADJ
fis-5346	31	4	studies	study	NOUN
fis-5346	31	5	did	do	AUX
fis-5346	31	6	not	not	PART
fis-5346	31	7	make	make	VERB
fis-5346	31	8	a	a	DET
fis-5346	31	9	focus	focus	NOUN
fis-5346	31	10	on	on	ADP
fis-5346	31	11	the	the	DET
fis-5346	31	12	behaviour	behaviour	NOUN
fis-5346	31	13	of	of	ADP
fis-5346	31	14	the	the	DET
fis-5346	31	15	tension	tension	NOUN
fis-5346	31	16	side	side	NOUN
fis-5346	31	17	of	of	ADP
fis-5346	31	18	beams	beam	NOUN
fis-5346	31	19	,	,	PUNCT
fis-5346	31	20	internally	internally	ADV
fis-5346	31	21	or	or	CCONJ
fis-5346	31	22	externally	externally	ADV
fis-5346	31	23	reinforced	reinforce	VERB
fis-5346	31	24	by	by	ADP
fis-5346	31	25	gfrp	gfrp	PROPN
fis-5346	31	26	i	i	PROPN
fis-5346	31	27	–	–	PUNCT
fis-5346	31	28	section	section	NOUN
fis-5346	31	29	,	,	PUNCT
fis-5346	31	30	leading	lead	VERB
fis-5346	31	31	to	to	ADP
fis-5346	31	32	the	the	DET
fis-5346	31	33	preparation	preparation	NOUN
fis-5346	31	34	of	of	ADP
fis-5346	31	35	this	this	DET
fis-5346	31	36	research	research	NOUN
fis-5346	31	37	paper	paper	NOUN
fis-5346	31	38	.	.	PUNCT
fis-5346	32	1	according	accord	VERB
fis-5346	32	2	to	to	ADP
fis-5346	32	3	the	the	DET
fis-5346	32	4	experimental	experimental	ADJ
fis-5346	32	5	and	and	CCONJ
fis-5346	32	6	analytical	analytical	ADJ
fis-5346	32	7	results	result	NOUN
fis-5346	32	8	of	of	ADP
fis-5346	32	9	this	this	DET
fis-5346	32	10	study	study	NOUN
fis-5346	32	11	,	,	PUNCT
fis-5346	32	12	a	a	DET
fis-5346	32	13	practical	practical	ADJ
fis-5346	32	14	guideline	guideline	NOUN
fis-5346	32	15	for	for	ADP
fis-5346	32	16	the	the	DET
fis-5346	32	17	use	use	NOUN
fis-5346	32	18	of	of	ADP
fis-5346	32	19	gfrp	gfrp	ADJ
fis-5346	32	20	-	-	PUNCT
fis-5346	32	21	concrete	concrete	ADJ
fis-5346	32	22	composite	composite	ADJ
fis-5346	32	23	beams	beam	NOUN
fis-5346	32	24	that	that	PRON
fis-5346	32	25	leads	lead	VERB
fis-5346	32	26	to	to	ADP
fis-5346	32	27	the	the	DET
fis-5346	32	28	most	most	ADV
fis-5346	32	29	economical	economical	ADJ
fis-5346	32	30	design	design	NOUN
fis-5346	32	31	has	have	AUX
fis-5346	32	32	been	be	AUX
fis-5346	32	33	proposed	propose	VERB
fis-5346	32	34	.	.	PUNCT
fis-5346	33	1	experimental	experimental	ADJ
fis-5346	33	2	program	program	NOUN
fis-5346	33	3	he	he	PRON
fis-5346	33	4	experimental	experimental	ADJ
fis-5346	33	5	study	study	NOUN
fis-5346	33	6	of	of	ADP
fis-5346	33	7	this	this	DET
fis-5346	33	8	research	research	NOUN
fis-5346	33	9	considers	consider	VERB
fis-5346	33	10	the	the	DET
fis-5346	33	11	behavior	behavior	NOUN
fis-5346	33	12	of	of	ADP
fis-5346	33	13	composite	composite	ADJ
fis-5346	33	14	reinforced	reinforce	VERB
fis-5346	33	15	gfrp	gfrp	NOUN
fis-5346	33	16	concrete	concrete	ADJ
fis-5346	33	17	beams	beam	NOUN
fis-5346	33	18	under	under	ADP
fis-5346	33	19	four	four	NUM
fis-5346	33	20	-	-	PUNCT
fis-5346	33	21	points	point	NOUN
fis-5346	33	22	bending	bending	NOUN
fis-5346	33	23	.	.	PUNCT
fis-5346	34	1	the	the	DET
fis-5346	34	2	details	detail	NOUN
fis-5346	34	3	of	of	ADP
fis-5346	34	4	specimens	specimen	NOUN
fis-5346	34	5	are	be	AUX
fis-5346	34	6	presented	present	VERB
fis-5346	34	7	in	in	ADP
fis-5346	34	8	(	(	PUNCT
fis-5346	34	9	fig.1	fig.1	PROPN
fis-5346	34	10	)	)	PUNCT
fis-5346	34	11	,	,	PUNCT
fis-5346	34	12	where	where	SCONJ
fis-5346	34	13	:	:	PUNCT
fis-5346	34	14	1	1	X
fis-5346	34	15	.	.	X
fis-5346	34	16	rc	rc	PROPN
fis-5346	34	17	:	:	PUNCT
fis-5346	34	18	conventional	conventional	ADJ
fis-5346	34	19	reinforced	reinforce	VERB
fis-5346	34	20	concrete	concrete	ADJ
fis-5346	34	21	specimen	speciman	NOUN
fis-5346	34	22	.	.	PUNCT
fis-5346	35	1	2	2	X
fis-5346	35	2	.	.	X
fis-5346	35	3	rcxgi	rcxgi	VERB
fis-5346	35	4	-	-	PUNCT
fis-5346	35	5	i	i	NOUN
fis-5346	35	6	:	:	PUNCT
fis-5346	35	7	composite	composite	ADJ
fis-5346	35	8	reinforced	reinforce	VERB
fis-5346	35	9	concrete	concrete	ADJ
fis-5346	35	10	specimens	specimen	NOUN
fis-5346	35	11	with	with	ADP
fis-5346	35	12	gfrp	gfrp	PROPN
fis-5346	35	13	i	i	PROPN
fis-5346	35	14	-	-	PUNCT
fis-5346	35	15	section	section	NOUN
fis-5346	35	16	internally	internally	ADV
fis-5346	35	17	at	at	ADP
fis-5346	35	18	the	the	DET
fis-5346	35	19	bottom	bottom	NOUN
fis-5346	35	20	.	.	PUNCT
fis-5346	36	1	x	x	X
fis-5346	36	2	:	:	PUNCT
fis-5346	36	3	the	the	DET
fis-5346	36	4	testing	testing	NOUN
fis-5346	36	5	group	group	NOUN
fis-5346	36	6	number	number	NOUN
fis-5346	36	7	.	.	PUNCT
fis-5346	37	1	3	3	X
fis-5346	37	2	.	.	X
fis-5346	37	3	rcxgi	rcxgi	VERB
fis-5346	37	4	-	-	PUNCT
fis-5346	37	5	e	e	NOUN
fis-5346	37	6	:	:	PUNCT
fis-5346	37	7	composite	composite	ADJ
fis-5346	37	8	reinforced	reinforce	VERB
fis-5346	37	9	concrete	concrete	ADJ
fis-5346	37	10	specimens	specimen	NOUN
fis-5346	37	11	with	with	ADP
fis-5346	37	12	gfrp	gfrp	PROPN
fis-5346	37	13	i	i	PROPN
fis-5346	37	14	-	-	PUNCT
fis-5346	37	15	section	section	NOUN
fis-5346	37	16	externally	externally	ADV
fis-5346	37	17	at	at	ADP
fis-5346	37	18	the	the	DET
fis-5346	37	19	bottom	bottom	NOUN
fis-5346	37	20	with	with	ADP
fis-5346	37	21	shear	shear	NOUN
fis-5346	37	22	connectors	connector	NOUN
fis-5346	37	23	.	.	PUNCT
fis-5346	38	1	4	4	X
fis-5346	38	2	.	.	X
fis-5346	38	3	rcxgi	rcxgi	NOUN
fis-5346	38	4	-	-	PUNCT
fis-5346	38	5	f	f	NOUN
fis-5346	38	6	:	:	PUNCT
fis-5346	38	7	composite	composite	ADJ
fis-5346	38	8	reinforced	reinforce	VERB
fis-5346	38	9	concrete	concrete	ADJ
fis-5346	38	10	specimens	specimen	NOUN
fis-5346	38	11	with	with	ADP
fis-5346	38	12	gfrp	gfrp	PROPN
fis-5346	38	13	i	i	PROPN
fis-5346	38	14	-	-	PUNCT
fis-5346	38	15	section	section	NOUN
fis-5346	38	16	internally	internally	ADV
fis-5346	38	17	at	at	ADP
fis-5346	38	18	the	the	DET
fis-5346	38	19	bottom	bottom	NOUN
fis-5346	38	20	with	with	ADP
fis-5346	38	21	exposing	expose	VERB
fis-5346	38	22	to	to	ADP
fis-5346	38	23	fire	fire	NOUN
fis-5346	38	24	under	under	ADP
fis-5346	38	25	500	500	NUM
fis-5346	38	26	°	°	ADP
fis-5346	38	27	c	c	NOUN
fis-5346	38	28	for	for	ADP
fis-5346	38	29	90	90	NUM
fis-5346	38	30	minutes	minute	NOUN
fis-5346	38	31	.	.	PUNCT
fis-5346	39	1	test	test	NOUN
fis-5346	39	2	parameters	parameter	NOUN
fis-5346	39	3	and	and	CCONJ
fis-5346	39	4	specimen	speciman	NOUN
fis-5346	39	5	details	detail	NOUN
fis-5346	39	6	for	for	ADP
fis-5346	39	7	three	three	NUM
fis-5346	39	8	different	different	ADJ
fis-5346	39	9	beam	beam	NOUN
fis-5346	39	10	depths	depth	NOUN
fis-5346	39	11	(	(	PUNCT
fis-5346	39	12	300	300	NUM
fis-5346	39	13	mm	mm	NOUN
fis-5346	39	14	,	,	PUNCT
fis-5346	39	15	400	400	NUM
fis-5346	39	16	mm	mm	NOUN
fis-5346	39	17	and	and	CCONJ
fis-5346	39	18	500	500	NUM
fis-5346	39	19	mm	mm	NOUN
fis-5346	39	20	)	)	PUNCT
fis-5346	39	21	,	,	PUNCT
fis-5346	39	22	three	three	NUM
fis-5346	39	23	main	main	ADJ
fis-5346	39	24	parameters	parameter	NOUN
fis-5346	39	25	were	be	AUX
fis-5346	39	26	considered	consider	VERB
fis-5346	39	27	.	.	PUNCT
fis-5346	40	1	the	the	DET
fis-5346	40	2	parameters	parameter	NOUN
fis-5346	40	3	are	be	AUX
fis-5346	40	4	gfrp	gfrp	PROPN
fis-5346	40	5	i	i	PROPN
fis-5346	40	6	-	-	PUNCT
fis-5346	40	7	sections	section	NOUN
fis-5346	40	8	positioned	position	VERB
fis-5346	40	9	internally	internally	ADV
fis-5346	40	10	;	;	PUNCT
fis-5346	40	11	externally	externally	ADV
fis-5346	40	12	;	;	PUNCT
fis-5346	40	13	and	and	CCONJ
fis-5346	40	14	internally	internally	ADV
fis-5346	40	15	with	with	ADP
fis-5346	40	16	fire	fire	NOUN
fis-5346	40	17	exposure	exposure	NOUN
fis-5346	40	18	to	to	ADP
fis-5346	40	19	500	500	NUM
fis-5346	40	20	°	°	NOUN
fis-5346	40	21	c	c	NOUN
fis-5346	40	22	for	for	ADP
fis-5346	40	23	90	90	NUM
fis-5346	40	24	minutes	minute	NOUN
fis-5346	40	25	.	.	PUNCT
fis-5346	41	1	each	each	DET
fis-5346	41	2	parameter	parameter	NOUN
fis-5346	41	3	was	be	AUX
fis-5346	41	4	studied	study	VERB
fis-5346	41	5	three	three	NUM
fis-5346	41	6	times	time	NOUN
fis-5346	41	7	according	accord	VERB
fis-5346	41	8	to	to	ADP
fis-5346	41	9	the	the	DET
fis-5346	41	10	variable	variable	ADJ
fis-5346	41	11	beam	beam	NOUN
fis-5346	41	12	depths	depth	NOUN
fis-5346	41	13	,	,	PUNCT
fis-5346	41	14	as	as	SCONJ
fis-5346	41	15	all	all	PRON
fis-5346	41	16	of	of	ADP
fis-5346	41	17	these	these	DET
fis-5346	41	18	parameters	parameter	NOUN
fis-5346	41	19	were	be	AUX
fis-5346	41	20	studied	study	VERB
fis-5346	41	21	with	with	ADP
fis-5346	41	22	variable	variable	ADJ
fis-5346	41	23	depths	depth	NOUN
fis-5346	41	24	.	.	PUNCT
fis-5346	42	1	the	the	DET
fis-5346	42	2	dimensions	dimension	NOUN
fis-5346	42	3	of	of	ADP
fis-5346	42	4	specimens	specimen	NOUN
fis-5346	42	5	and	and	CCONJ
fis-5346	42	6	the	the	DET
fis-5346	42	7	details	detail	NOUN
fis-5346	42	8	of	of	ADP
fis-5346	42	9	reinforcement	reinforcement	NOUN
fis-5346	42	10	of	of	ADP
fis-5346	42	11	the	the	DET
fis-5346	42	12	tested	test	VERB
fis-5346	42	13	beams	beam	NOUN
fis-5346	42	14	are	be	AUX
fis-5346	42	15	shown	show	VERB
fis-5346	42	16	in	in	ADP
fis-5346	42	17	tab	tab	NOUN
fis-5346	42	18	.	.	PUNCT
fis-5346	42	19	1	1	NUM
fis-5346	42	20	and	and	CCONJ
fis-5346	42	21	fig	fig	NOUN
fis-5346	42	22	.	.	PUNCT
fis-5346	43	1	1	1	X
fis-5346	43	2	.	.	X
fis-5346	43	3	twelve	twelve	NUM
fis-5346	43	4	tested	test	VERB
fis-5346	43	5	specimens	specimen	NOUN
fis-5346	43	6	were	be	AUX
fis-5346	43	7	prepared	prepare	VERB
fis-5346	43	8	and	and	CCONJ
fis-5346	43	9	tested	test	VERB
fis-5346	43	10	in	in	ADP
fis-5346	43	11	this	this	DET
fis-5346	43	12	experimental	experimental	ADJ
fis-5346	43	13	study	study	NOUN
fis-5346	43	14	with	with	ADP
fis-5346	43	15	2040	2040	NUM
fis-5346	43	16	mm	mm	PROPN
fis-5346	43	17	total	total	ADJ
fis-5346	43	18	length	length	NOUN
fis-5346	43	19	and	and	CCONJ
fis-5346	43	20	200	200	NUM
fis-5346	43	21	mm	mm	NOUN
fis-5346	43	22	width	width	NOUN
fis-5346	43	23	.	.	PUNCT
fis-5346	44	1	all	all	DET
fis-5346	44	2	tested	test	VERB
fis-5346	44	3	beam	beam	NOUN
fis-5346	44	4	specimens	specimen	NOUN
fis-5346	44	5	were	be	AUX
fis-5346	44	6	2r12	2r12	NUM
fis-5346	44	7	mm	mm	INTJ
fis-5346	44	8	in	in	ADP
fis-5346	44	9	bottom	bottom	NOUN
fis-5346	44	10	and	and	CCONJ
fis-5346	44	11	2r10	2r10	NUM
fis-5346	44	12	mm	mm	NOUN
fis-5346	44	13	in	in	ADP
fis-5346	44	14	top	top	NOUN
fis-5346	44	15	and	and	CCONJ
fis-5346	44	16	8	8	NUM
fis-5346	44	17	mm	mm	NOUN
fis-5346	44	18	at	at	ADP
fis-5346	44	19	100	100	NUM
fis-5346	44	20	mm	mm	NOUN
fis-5346	44	21	stirrups	stirrup	NOUN
fis-5346	44	22	.	.	PUNCT
fis-5346	45	1	the	the	DET
fis-5346	45	2	dimensions	dimension	NOUN
fis-5346	45	3	of	of	ADP
fis-5346	45	4	gfrp	gfrp	PROPN
fis-5346	45	5	i	i	PROPN
fis-5346	45	6	-	-	PUNCT
fis-5346	45	7	section	section	NOUN
fis-5346	45	8	are	be	AUX
fis-5346	45	9	100	100	NUM
fis-5346	45	10	mm	mm	NOUN
fis-5346	45	11	×	×	NOUN
fis-5346	45	12	80	80	NUM
fis-5346	45	13	mm	mm	NOUN
fis-5346	45	14	×	×	PROPN
fis-5346	45	15	5.5	5.5	NUM
fis-5346	45	16	mm	mm	NOUN
fis-5346	45	17	.	.	PUNCT
fis-5346	46	1	the	the	DET
fis-5346	46	2	specimens	specimen	NOUN
fis-5346	46	3	were	be	AUX
fis-5346	46	4	divided	divide	VERB
fis-5346	46	5	into	into	ADP
fis-5346	46	6	four	four	NUM
fis-5346	46	7	groups	group	NOUN
fis-5346	46	8	shown	show	VERB
fis-5346	46	9	in	in	ADP
fis-5346	46	10	tab	tab	NOUN
fis-5346	46	11	.	.	PUNCT
fis-5346	47	1	1	1	X
fis-5346	47	2	.	.	PUNCT
fis-5346	47	3	the	the	DET
fis-5346	47	4	first	first	ADJ
fis-5346	47	5	group	group	NOUN
fis-5346	47	6	has	have	VERB
fis-5346	47	7	three	three	NUM
fis-5346	47	8	control	control	NOUN
fis-5346	47	9	(	(	PUNCT
fis-5346	47	10	reference	reference	NOUN
fis-5346	47	11	)	)	PUNCT
fis-5346	47	12	tested	test	VERB
fis-5346	47	13	beam	beam	NOUN
fis-5346	47	14	specimens	specimen	NOUN
fis-5346	47	15	;	;	PUNCT
fis-5346	47	16	the	the	DET
fis-5346	47	17	second	second	ADJ
fis-5346	47	18	group	group	NOUN
fis-5346	47	19	has	have	VERB
fis-5346	47	20	three	three	NUM
fis-5346	47	21	tested	test	VERB
fis-5346	47	22	specimens	specimen	NOUN
fis-5346	47	23	internally	internally	ADV
fis-5346	47	24	reinforced	reinforce	VERB
fis-5346	47	25	with	with	ADP
fis-5346	47	26	gfrp	gfrp	PROPN
fis-5346	47	27	i	i	PROPN
fis-5346	47	28	-	-	PUNCT
fis-5346	47	29	section	section	NOUN
fis-5346	47	30	,	,	PUNCT
fis-5346	47	31	the	the	DET
fis-5346	47	32	third	third	ADJ
fis-5346	47	33	group	group	NOUN
fis-5346	47	34	has	have	VERB
fis-5346	47	35	three	three	NUM
fis-5346	47	36	beam	beam	NOUN
fis-5346	47	37	specimens	specimen	NOUN
fis-5346	47	38	externally	externally	ADV
fis-5346	47	39	reinforced	reinforce	VERB
fis-5346	47	40	with	with	ADP
fis-5346	47	41	gfrp	gfrp	PROPN
fis-5346	47	42	i	i	PROPN
fis-5346	47	43	-	-	PUNCT
fis-5346	47	44	section	section	NOUN
fis-5346	47	45	and	and	CCONJ
fis-5346	47	46	the	the	DET
fis-5346	47	47	fourth	fourth	ADJ
fis-5346	47	48	group	group	NOUN
fis-5346	47	49	has	have	VERB
fis-5346	47	50	three	three	NUM
fis-5346	47	51	tested	test	VERB
fis-5346	47	52	specimens	specimen	NOUN
fis-5346	47	53	internally	internally	ADV
fis-5346	47	54	reinforced	reinforce	VERB
fis-5346	47	55	with	with	ADP
fis-5346	47	56	gfrp	gfrp	PROPN
fis-5346	47	57	i	i	PROPN
fis-5346	47	58	-	-	PUNCT
fis-5346	47	59	section	section	NOUN
fis-5346	47	60	with	with	ADP
fis-5346	47	61	fire	fire	NOUN
fis-5346	47	62	exposure	exposure	NOUN
fis-5346	47	63	under	under	ADP
fis-5346	47	64	500	500	NUM
fis-5346	47	65	°	°	ADP
fis-5346	47	66	c	c	NOUN
fis-5346	47	67	for	for	ADP
fis-5346	47	68	90	90	NUM
fis-5346	47	69	minutes	minute	NOUN
fis-5346	47	70	.	.	PUNCT
fis-5346	48	1	group	group	NOUN
fis-5346	48	2	specimens	specimens	PROPN
fis-5346	48	3	code	code	PROPN
fis-5346	48	4	dim	dim	PROPN
fis-5346	48	5	.	.	PUNCT
fis-5346	49	1	(	(	PUNCT
fis-5346	49	2	mm	mm	X
fis-5346	49	3	)	)	PUNCT
fis-5346	49	4	steel	steel	NOUN
fis-5346	49	5	fire	fire	NOUN
fis-5346	49	6	gfrp	gfrp	NOUN
fis-5346	49	7	i	i	PRON
fis-5346	49	8	-sec	-sec	PUNCT
fis-5346	49	9	l	l	PUNCT
fis-5346	49	10	b	b	PROPN
fis-5346	49	11	t	t	PROPN
fis-5346	49	12	bot	bot	NOUN
fis-5346	49	13	.	.	PUNCT
fis-5346	50	1	top	top	ADJ
fis-5346	50	2	stirrups	stirrup	NOUN
fis-5346	50	3	g1	g1	PROPN
fis-5346	50	4	rc1	rc1	NOUN
fis-5346	50	5	2040	2040	NUM
fis-5346	50	6	200	200	NUM
fis-5346	50	7	300	300	NUM
fis-5346	50	8	2r12	2r12	NUM
fis-5346	50	9	2r10	2r10	NUM
fis-5346	50	10	r8@100	r8@100	PROPN
fis-5346	50	11	mm	mm	PROPN
fis-5346	50	12	------	------	PUNCT
fis-5346	50	13	rc2	rc2	PROPN
fis-5346	50	14	2040	2040	NUM
fis-5346	50	15	200	200	NUM
fis-5346	50	16	400	400	NUM
fis-5346	50	17	2r12	2r12	NUM
fis-5346	50	18	2r10	2r10	NUM
fis-5346	51	1	r8@100	r8@100	PROPN
fis-5346	51	2	mm	mm	PROPN
fis-5346	51	3	------	------	PUNCT
fis-5346	51	4	rc3	rc3	NOUN
fis-5346	51	5	2040	2040	NUM
fis-5346	51	6	200	200	NUM
fis-5346	51	7	500	500	NUM
fis-5346	51	8	2r12	2r12	NUM
fis-5346	51	9	2r10	2r10	NUM
fis-5346	51	10	r8@100	r8@100	PROPN
fis-5346	51	11	mm	mm	PROPN
fis-5346	51	12	------	------	PUNCT
fis-5346	52	1	g2	g2	PROPN
fis-5346	52	2	rc1gi	rc1gi	PROPN
fis-5346	52	3	-	-	PUNCT
fis-5346	52	4	i	i	PRON
fis-5346	52	5	2040	2040	NUM
fis-5346	52	6	200	200	NUM
fis-5346	52	7	300	300	NUM
fis-5346	52	8	2r12	2r12	NUM
fis-5346	52	9	2r10	2r10	NUM
fis-5346	52	10	r8@100	r8@100	NOUN
fis-5346	52	11	mm	mm	INTJ
fis-5346	52	12	---int	---int	PUNCT
fis-5346	52	13	.	.	PUNCT
fis-5346	53	1	rc2gi	rc2gi	PROPN
fis-5346	53	2	-	-	PUNCT
fis-5346	53	3	i	i	PRON
fis-5346	53	4	2040	2040	NUM
fis-5346	53	5	200	200	NUM
fis-5346	53	6	400	400	NUM
fis-5346	53	7	2r12	2r12	NUM
fis-5346	53	8	2r10	2r10	NUM
fis-5346	53	9	r8@100	r8@100	NOUN
fis-5346	53	10	mm	mm	INTJ
fis-5346	53	11	---int	---int	INTJ
fis-5346	53	12	.	.	PUNCT
fis-5346	54	1	rc3gi	rc3gi	PROPN
fis-5346	54	2	-	-	PUNCT
fis-5346	54	3	i	i	PRON
fis-5346	54	4	2040	2040	NUM
fis-5346	54	5	200	200	NUM
fis-5346	54	6	500	500	NUM
fis-5346	54	7	2r12	2r12	NUM
fis-5346	54	8	2r10	2r10	NUM
fis-5346	54	9	r8@100	r8@100	NOUN
fis-5346	54	10	mm	mm	PROPN
fis-5346	54	11	---int	---int	INTJ
fis-5346	54	12	.	.	PUNCT
fis-5346	55	1	g3	g3	PROPN
fis-5346	55	2	rc1gi	rc1gi	PROPN
fis-5346	55	3	-	-	PUNCT
fis-5346	55	4	e	e	VERB
fis-5346	55	5	2040	2040	NUM
fis-5346	55	6	200	200	NUM
fis-5346	55	7	300	300	NUM
fis-5346	55	8	2r12	2r12	NUM
fis-5346	55	9	2r10	2r10	NUM
fis-5346	55	10	r8@100	r8@100	NOUN
fis-5346	55	11	mm	mm	INTJ
fis-5346	55	12	---ext	---ext	INTJ
fis-5346	55	13	.	.	PUNCT
fis-5346	56	1	rc2gi	rc2gi	PROPN
fis-5346	56	2	-	-	PUNCT
fis-5346	56	3	e	e	VERB
fis-5346	56	4	2040	2040	NUM
fis-5346	56	5	200	200	NUM
fis-5346	56	6	400	400	NUM
fis-5346	56	7	2r12	2r12	NUM
fis-5346	56	8	2r10	2r10	NUM
fis-5346	56	9	r8@100	r8@100	NOUN
fis-5346	56	10	mm	mm	INTJ
fis-5346	56	11	---ext	---ext	INTJ
fis-5346	56	12	.	.	PUNCT
fis-5346	57	1	rc3gi	rc3gi	PROPN
fis-5346	57	2	-	-	PUNCT
fis-5346	57	3	e	e	VERB
fis-5346	57	4	2040	2040	NUM
fis-5346	57	5	200	200	NUM
fis-5346	57	6	500	500	NUM
fis-5346	57	7	2r12	2r12	NUM
fis-5346	57	8	2r10	2r10	NUM
fis-5346	57	9	r8@100	r8@100	NOUN
fis-5346	57	10	mm	mm	INTJ
fis-5346	57	11	---ext	---ext	INTJ
fis-5346	57	12	.	.	PUNCT
fis-5346	58	1	g4	g4	PROPN
fis-5346	58	2	rc1gi	rc1gi	PROPN
fis-5346	58	3	-	-	PUNCT
fis-5346	58	4	i	i	PROPN
fis-5346	58	5	-	-	PUNCT
fis-5346	58	6	f	f	PROPN
fis-5346	58	7	2040	2040	NUM
fis-5346	58	8	200	200	NUM
fis-5346	58	9	300	300	NUM
fis-5346	58	10	2r12	2r12	NUM
fis-5346	58	11	2r10	2r10	NUM
fis-5346	58	12	r8@100	r8@100	PROPN
fis-5346	58	13	mm	mm	PROPN
fis-5346	58	14	fire	fire	NOUN
fis-5346	58	15	int	int	NOUN
fis-5346	58	16	.	.	PUNCT
fis-5346	59	1	rc2gi	rc2gi	PROPN
fis-5346	59	2	-	-	PROPN
fis-5346	59	3	i	i	PROPN
fis-5346	59	4	-	-	PUNCT
fis-5346	59	5	f	f	PROPN
fis-5346	59	6	2040	2040	NUM
fis-5346	59	7	200	200	NUM
fis-5346	59	8	400	400	NUM
fis-5346	59	9	2r12	2r12	NUM
fis-5346	59	10	2r10	2r10	NUM
fis-5346	59	11	r8@100	r8@100	PROPN
fis-5346	59	12	mm	mm	PROPN
fis-5346	59	13	fire	fire	NOUN
fis-5346	59	14	int	int	NOUN
fis-5346	59	15	.	.	PUNCT
fis-5346	60	1	rc3gi	rc3gi	PROPN
fis-5346	60	2	-	-	PUNCT
fis-5346	60	3	i	i	PROPN
fis-5346	60	4	-	-	PUNCT
fis-5346	60	5	f	f	PROPN
fis-5346	60	6	2040	2040	NUM
fis-5346	60	7	200	200	NUM
fis-5346	60	8	500	500	NUM
fis-5346	60	9	2r12	2r12	NUM
fis-5346	60	10	2r10	2r10	NUM
fis-5346	60	11	r8@100	r8@100	PROPN
fis-5346	60	12	mm	mm	PROPN
fis-5346	60	13	fire	fire	NOUN
fis-5346	60	14	int	int	NOUN
fis-5346	60	15	.	.	PUNCT
fis-5346	61	1	table	table	NOUN
fis-5346	61	2	1	1	NUM
fis-5346	61	3	:	:	PUNCT
fis-5346	61	4	designations	designation	NOUN
fis-5346	61	5	of	of	ADP
fis-5346	61	6	tested	test	VERB
fis-5346	61	7	beams	beam	NOUN
fis-5346	61	8	.	.	PUNCT
fis-5346	62	1	t	t	PROPN
fis-5346	62	2	m.	m.	NOUN
fis-5346	62	3	a.	a.	PROPN
fis-5346	62	4	m.	m.	PROPN
fis-5346	62	5	khalil	khalil	PROPN
fis-5346	62	6	,	,	PUNCT
fis-5346	62	7	fracture	fracture	PROPN
fis-5346	62	8	and	and	CCONJ
fis-5346	62	9	structural	structural	ADJ
fis-5346	62	10	integrity	integrity	NOUN
fis-5346	62	11	,	,	PUNCT
fis-5346	62	12	72	72	NUM
fis-5346	62	13	(	(	PUNCT
fis-5346	62	14	2025	2025	NUM
fis-5346	62	15	)	)	PUNCT
fis-5346	62	16	193	193	NUM
fis-5346	62	17	-	-	SYM
fis-5346	62	18	210	210	NUM
fis-5346	62	19	;	;	PUNCT
fis-5346	62	20	doi	doi	NOUN
fis-5346	62	21	:	:	PUNCT
fis-5346	62	22	10.3221	10.3221	NUM
fis-5346	62	23	/	/	SYM
fis-5346	62	24	igf	igf	PROPN
fis-5346	62	25	-	-	PUNCT
fis-5346	62	26	esis.72.14	esis.72.14	PROPN
fis-5346	62	27	195	195	NUM
fis-5346	62	28	a	a	NOUN
fis-5346	62	29	)	)	PUNCT
fis-5346	62	30	rc	rc	PROPN
fis-5346	62	31	b	b	PROPN
fis-5346	62	32	)	)	PUNCT
fis-5346	62	33	rcgi	rcgi	PROPN
fis-5346	62	34	-	-	PUNCT
fis-5346	62	35	i	i	PROPN
fis-5346	62	36	&	&	CCONJ
fis-5346	62	37	rcgi	rcgi	PROPN
fis-5346	62	38	-	-	PUNCT
fis-5346	62	39	i	i	PROPN
fis-5346	62	40	-	-	PUNCT
fis-5346	62	41	f	f	PROPN
fis-5346	62	42	c	c	PROPN
fis-5346	62	43	)	)	PUNCT
fis-5346	62	44	rcgi	rcgi	NOUN
fis-5346	62	45	-	-	PUNCT
fis-5346	62	46	e	e	NOUN
fis-5346	62	47	figure	figure	NOUN
fis-5346	62	48	1	1	NUM
fis-5346	62	49	:	:	PUNCT
fis-5346	62	50	specimen	speciman	NOUN
fis-5346	62	51	details	detail	NOUN
fis-5346	62	52	of	of	ADP
fis-5346	62	53	the	the	DET
fis-5346	62	54	tested	test	VERB
fis-5346	62	55	beams	beam	NOUN
fis-5346	62	56	.	.	PUNCT
fis-5346	63	1	the	the	DET
fis-5346	63	2	rc	rc	PROPN
fis-5346	63	3	tested	test	VERB
fis-5346	63	4	specimens	specimen	NOUN
fis-5346	63	5	have	have	VERB
fis-5346	63	6	external	external	ADJ
fis-5346	63	7	gfrp	gfrp	PROPN
fis-5346	63	8	i	i	PROPN
fis-5346	63	9	-	-	PUNCT
fis-5346	63	10	sections	section	NOUN
fis-5346	63	11	attached	attach	VERB
fis-5346	63	12	to	to	ADP
fis-5346	63	13	the	the	DET
fis-5346	63	14	bottom	bottom	NOUN
fis-5346	63	15	of	of	ADP
fis-5346	63	16	the	the	DET
fis-5346	63	17	specimens	specimen	NOUN
fis-5346	63	18	by	by	ADP
fis-5346	63	19	eight	eight	NUM
fis-5346	63	20	ushape	ushape	NOUN
fis-5346	63	21	shear	shear	NOUN
fis-5346	63	22	connectors	connector	NOUN
fis-5346	63	23	,	,	PUNCT
fis-5346	63	24	as	as	SCONJ
fis-5346	63	25	shown	show	VERB
fis-5346	63	26	in	in	ADP
fis-5346	63	27	fig	fig	NOUN
fis-5346	63	28	.	.	PUNCT
fis-5346	64	1	2a	2a	NUM
fis-5346	64	2	,	,	PUNCT
fis-5346	64	3	with	with	ADP
fis-5346	64	4	diameter	diameter	NOUN
fis-5346	64	5	8	8	NUM
fis-5346	64	6	mm	mm	NOUN
fis-5346	64	7	,	,	PUNCT
fis-5346	64	8	height	height	NOUN
fis-5346	64	9	140	140	NUM
fis-5346	64	10	mm	mm	NOUN
fis-5346	64	11	and	and	CCONJ
fis-5346	64	12	spacing	space	VERB
fis-5346	64	13	200	200	NUM
fis-5346	64	14	mm	mm	NOUN
fis-5346	64	15	.	.	PUNCT
fis-5346	65	1	the	the	DET
fis-5346	65	2	gfrp	gfrp	PROPN
fis-5346	65	3	i	i	PROPN
fis-5346	65	4	-	-	PUNCT
fis-5346	65	5	section	section	NOUN
fis-5346	65	6	support	support	NOUN
fis-5346	65	7	regions	region	NOUN
fis-5346	65	8	were	be	AUX
fis-5346	65	9	encased	encase	VERB
fis-5346	65	10	in	in	ADP
fis-5346	65	11	240	240	NUM
fis-5346	65	12	mm	mm	NOUN
fis-5346	65	13	length	length	NOUN
fis-5346	65	14	with	with	ADP
fis-5346	65	15	beam	beam	NOUN
fis-5346	65	16	wide	wide	ADV
fis-5346	65	17	reinforced	reinforce	VERB
fis-5346	65	18	concrete	concrete	ADJ
fis-5346	65	19	blocks	block	NOUN
fis-5346	65	20	to	to	PART
fis-5346	65	21	prevent	prevent	VERB
fis-5346	65	22	a	a	DET
fis-5346	65	23	premature	premature	ADJ
fis-5346	65	24	local	local	ADJ
fis-5346	65	25	crushing	crush	VERB
fis-5346	65	26	failure	failure	NOUN
fis-5346	65	27	.	.	PUNCT
fis-5346	66	1	the	the	DET
fis-5346	66	2	blocks	block	NOUN
fis-5346	66	3	,	,	PUNCT
fis-5346	66	4	as	as	SCONJ
fis-5346	66	5	shown	show	VERB
fis-5346	66	6	in	in	ADP
fis-5346	66	7	fig	fig	NOUN
fis-5346	66	8	.	.	PUNCT
fis-5346	67	1	2b	2b	NOUN
fis-5346	67	2	,	,	PUNCT
fis-5346	67	3	have	have	VERB
fis-5346	67	4	two	two	NUM
fis-5346	67	5	longitudinal	longitudinal	ADJ
fis-5346	67	6	steel	steel	NOUN
fis-5346	67	7	bars	bar	NOUN
fis-5346	67	8	with	with	ADP
fis-5346	67	9	10	10	NUM
fis-5346	67	10	mm	mm	PROPN
fis-5346	67	11	diameters	diameter	NOUN
fis-5346	67	12	and	and	CCONJ
fis-5346	67	13	five	five	NUM
fis-5346	67	14	u	u	ADJ
fis-5346	67	15	-	-	ADJ
fis-5346	67	16	shaped	shape	VERB
fis-5346	67	17	stirrups	stirrup	NOUN
fis-5346	67	18	with	with	ADP
fis-5346	67	19	10	10	NUM
fis-5346	67	20	mm	mm	PROPN
fis-5346	67	21	diameter	diameter	NOUN
fis-5346	67	22	.	.	PUNCT
fis-5346	68	1	material	material	NOUN
fis-5346	68	2	properties	property	NOUN
fis-5346	68	3	the	the	DET
fis-5346	68	4	concrete	concrete	ADJ
fis-5346	68	5	mix	mix	NOUN
fis-5346	68	6	was	be	AUX
fis-5346	68	7	designed	design	VERB
fis-5346	68	8	according	accord	VERB
fis-5346	68	9	to	to	ADP
fis-5346	68	10	the	the	DET
fis-5346	68	11	egyptian	egyptian	ADJ
fis-5346	68	12	standard	standard	ADJ
fis-5346	68	13	specifications	specification	NOUN
fis-5346	68	14	(	(	PUNCT
fis-5346	68	15	b.s	b.s	NOUN
fis-5346	68	16	charts	chart	NOUN
fis-5346	68	17	)	)	PUNCT
fis-5346	68	18	.	.	PUNCT
fis-5346	69	1	the	the	DET
fis-5346	69	2	concrete	concrete	NOUN
fis-5346	69	3	used	use	VERB
fis-5346	69	4	was	be	AUX
fis-5346	69	5	cement	cement	NOUN
fis-5346	69	6	(	(	PUNCT
fis-5346	69	7	sina	sina	PROPN
fis-5346	69	8	cement	cement	NOUN
fis-5346	69	9	company	company	NOUN
fis-5346	69	10	)	)	PUNCT
fis-5346	69	11	(	(	PUNCT
fis-5346	69	12	450	450	NUM
fis-5346	69	13	kg	kg	NOUN
fis-5346	69	14	/	/	SYM
fis-5346	69	15	m3	m3	PROPN
fis-5346	69	16	)	)	PUNCT
fis-5346	69	17	,	,	PUNCT
fis-5346	69	18	natural	natural	ADJ
fis-5346	69	19	siliceous	siliceous	ADJ
fis-5346	69	20	sand	sand	NOUN
fis-5346	69	21	,	,	PUNCT
fis-5346	69	22	crushed	crush	VERB
fis-5346	69	23	dolomite	dolomite	ADJ
fis-5346	69	24	coarse	coarse	NOUN
fis-5346	69	25	aggregate	aggregate	NOUN
fis-5346	69	26	of	of	ADP
fis-5346	69	27	maximum	maximum	ADJ
fis-5346	69	28	size	size	NOUN
fis-5346	69	29	12.5	12.5	NUM
fis-5346	69	30	mm	mm	NOUN
fis-5346	69	31	and	and	CCONJ
fis-5346	69	32	super	super	ADJ
fis-5346	69	33	plasticizer	plasticizer	NOUN
fis-5346	69	34	’s	’s	PART
fis-5346	69	35	(	(	PUNCT
fis-5346	69	36	addicrete	addicrete	PROPN
fis-5346	69	37	bvs	bvs	PROPN
fis-5346	69	38	type	type	NOUN
fis-5346	69	39	g	g	NOUN
fis-5346	69	40	)	)	PUNCT
fis-5346	69	41	1.8	1.8	NUM
fis-5346	69	42	%	%	NOUN
fis-5346	69	43	from	from	ADP
fis-5346	69	44	the	the	DET
fis-5346	69	45	weight	weight	NOUN
fis-5346	69	46	of	of	ADP
fis-5346	69	47	the	the	DET
fis-5346	69	48	cement	cement	NOUN
fis-5346	69	49	.	.	PUNCT
fis-5346	70	1	the	the	DET
fis-5346	70	2	mean	mean	ADJ
fis-5346	70	3	strength	strength	NOUN
fis-5346	70	4	was	be	AUX
fis-5346	70	5	40	40	NUM
fis-5346	70	6	mpa	mpa	NOUN
fis-5346	70	7	.	.	PUNCT
fis-5346	71	1	the	the	DET
fis-5346	71	2	mix	mix	NOUN
fis-5346	71	3	had	have	VERB
fis-5346	71	4	a	a	DET
fis-5346	71	5	water	water	NOUN
fis-5346	71	6	-	-	PUNCT
fis-5346	71	7	cement	cement	NOUN
fis-5346	71	8	(	(	PUNCT
fis-5346	71	9	w	w	NOUN
fis-5346	71	10	/	/	SYM
fis-5346	71	11	c	c	NOUN
fis-5346	71	12	)	)	PUNCT
fis-5346	71	13	ratio	ratio	NOUN
fis-5346	71	14	of	of	ADP
fis-5346	71	15	0.4	0.4	NUM
fis-5346	71	16	,	,	PUNCT
fis-5346	71	17	cement	cement	NOUN
fis-5346	71	18	content	content	NOUN
fis-5346	71	19	of	of	ADP
fis-5346	71	20	450	450	NUM
fis-5346	71	21	kg	kg	NOUN
fis-5346	71	22	/	/	SYM
fis-5346	71	23	m3	m3	PROPN
fis-5346	71	24	,	,	PUNCT
fis-5346	71	25	fine	fine	ADJ
fis-5346	71	26	aggregate	aggregate	ADJ
fis-5346	71	27	content	content	NOUN
fis-5346	71	28	of	of	ADP
fis-5346	71	29	628	628	NUM
fis-5346	71	30	kg	kg	NOUN
fis-5346	71	31	/	/	SYM
fis-5346	71	32	m3	m3	PROPN
fis-5346	71	33	,	,	PUNCT
fis-5346	71	34	coarse	coarse	ADJ
fis-5346	71	35	aggregate	aggregate	NOUN
fis-5346	71	36	content	content	NOUN
fis-5346	71	37	of	of	ADP
fis-5346	71	38	1144	1144	NUM
fis-5346	71	39	kg	kg	PROPN
fis-5346	71	40	/	/	SYM
fis-5346	71	41	m3	m3	PROPN
fis-5346	71	42	,	,	PUNCT
fis-5346	71	43	and	and	CCONJ
fis-5346	71	44	superplasticizer	superplasticizer	NOUN
fis-5346	71	45	content	content	NOUN
fis-5346	71	46	of	of	ADP
fis-5346	71	47	8	8	NUM
fis-5346	71	48	kg	kg	NOUN
fis-5346	71	49	/	/	SYM
fis-5346	71	50	m3	m3	PROPN
fis-5346	71	51	.	.	PUNCT
fis-5346	72	1	nine	nine	NUM
fis-5346	72	2	standard	standard	ADJ
fis-5346	72	3	cubes	cube	NOUN
fis-5346	72	4	with	with	ADP
fis-5346	72	5	dimensions	dimension	NOUN
fis-5346	72	6	150	150	NUM
fis-5346	72	7	mm	mm	NOUN
fis-5346	72	8	x	x	SYM
fis-5346	72	9	150	150	NUM
fis-5346	72	10	mm	mm	NOUN
fis-5346	72	11	x	x	SYM
fis-5346	72	12	150	150	NUM
fis-5346	72	13	mm	mm	NOUN
fis-5346	72	14	were	be	AUX
fis-5346	72	15	cast	cast	VERB
fis-5346	72	16	to	to	PART
fis-5346	72	17	perform	perform	VERB
fis-5346	72	18	concrete	concrete	ADJ
fis-5346	72	19	quality	quality	NOUN
fis-5346	72	20	control	control	NOUN
fis-5346	72	21	.	.	PUNCT
fis-5346	73	1	the	the	DET
fis-5346	73	2	cubes	cube	NOUN
fis-5346	73	3	were	be	AUX
fis-5346	73	4	immersed	immerse	VERB
fis-5346	73	5	in	in	ADP
fis-5346	73	6	water	water	NOUN
fis-5346	73	7	until	until	ADP
fis-5346	73	8	the	the	DET
fis-5346	73	9	day	day	NOUN
fis-5346	73	10	of	of	ADP
fis-5346	73	11	testing	testing	NOUN
fis-5346	73	12	.	.	PUNCT
fis-5346	74	1	the	the	DET
fis-5346	74	2	average	average	ADJ
fis-5346	74	3	28	28	NUM
fis-5346	74	4	-	-	PUNCT
fis-5346	74	5	day	day	NOUN
fis-5346	74	6	strength	strength	NOUN
fis-5346	74	7	achieved	achieve	VERB
fis-5346	74	8	was	be	AUX
fis-5346	74	9	the	the	DET
fis-5346	74	10	average	average	ADJ
fis-5346	74	11	compressive	compressive	ADJ
fis-5346	74	12	strength	strength	NOUN
fis-5346	74	13	40	40	NUM
fis-5346	74	14	mpa	mpa	NOUN
fis-5346	74	15	.	.	PUNCT
fis-5346	75	1	m.	m.	PROPN
fis-5346	75	2	a.	a.	PROPN
fis-5346	75	3	m.	m.	PROPN
fis-5346	75	4	khalil	khalil	PROPN
fis-5346	75	5	,	,	PUNCT
fis-5346	75	6	fracture	fracture	PROPN
fis-5346	75	7	and	and	CCONJ
fis-5346	75	8	structural	structural	ADJ
fis-5346	75	9	integrity	integrity	NOUN
fis-5346	75	10	,	,	PUNCT
fis-5346	75	11	72	72	NUM
fis-5346	75	12	(	(	PUNCT
fis-5346	75	13	2025	2025	NUM
fis-5346	75	14	)	)	PUNCT
fis-5346	75	15	193	193	NUM
fis-5346	75	16	-	-	SYM
fis-5346	75	17	210	210	NUM
fis-5346	75	18	;	;	PUNCT
fis-5346	75	19	doi	doi	NOUN
fis-5346	75	20	:	:	PUNCT
fis-5346	75	21	10.3221	10.3221	NUM
fis-5346	75	22	/	/	SYM
fis-5346	75	23	igf	igf	PROPN
fis-5346	75	24	-	-	PUNCT
fis-5346	75	25	esis.72.14	esis.72.14	PROPN
fis-5346	75	26	196	196	NUM
fis-5346	75	27	the	the	DET
fis-5346	75	28	yield	yield	NOUN
fis-5346	75	29	strength	strength	NOUN
fis-5346	75	30	and	and	CCONJ
fis-5346	75	31	ultimate	ultimate	ADJ
fis-5346	75	32	strength	strength	NOUN
fis-5346	75	33	of	of	ADP
fis-5346	75	34	smooth	smooth	ADJ
fis-5346	75	35	steel	steel	NOUN
fis-5346	75	36	bars	bar	NOUN
fis-5346	75	37	were	be	AUX
fis-5346	75	38	304	304	NUM
fis-5346	75	39	mpa	mpa	NOUN
fis-5346	75	40	and	and	CCONJ
fis-5346	75	41	415	415	NUM
fis-5346	75	42	mpa	mpa	NOUN
fis-5346	75	43	for	for	ADP
fis-5346	75	44	8	8	NUM
fis-5346	75	45	mm	mm	PROPN
fis-5346	75	46	stirrups	stirrup	NOUN
fis-5346	75	47	bars	bar	NOUN
fis-5346	75	48	,	,	PUNCT
fis-5346	75	49	470	470	NUM
fis-5346	75	50	mpa	mpa	NOUN
fis-5346	75	51	and	and	CCONJ
fis-5346	75	52	636	636	NUM
fis-5346	75	53	mpa	mpa	NOUN
fis-5346	75	54	for	for	ADP
fis-5346	75	55	10	10	NUM
fis-5346	75	56	mm	mm	NOUN
fis-5346	75	57	,	,	PUNCT
fis-5346	75	58	and	and	CCONJ
fis-5346	75	59	566	566	NUM
fis-5346	75	60	mpa	mpa	NOUN
fis-5346	75	61	and	and	CCONJ
fis-5346	75	62	764	764	NUM
fis-5346	75	63	mpa	mpa	NOUN
fis-5346	75	64	for	for	ADP
fis-5346	75	65	12	12	NUM
fis-5346	75	66	mm	mm	PROPN
fis-5346	75	67	,	,	PUNCT
fis-5346	75	68	respectively	respectively	ADV
fis-5346	75	69	.	.	PUNCT
fis-5346	76	1	the	the	DET
fis-5346	76	2	results	result	NOUN
fis-5346	76	3	of	of	ADP
fis-5346	76	4	steel	steel	NOUN
fis-5346	76	5	bars	bar	NOUN
fis-5346	76	6	are	be	AUX
fis-5346	76	7	summarized	summarize	VERB
fis-5346	76	8	in	in	ADP
fis-5346	76	9	tab	tab	NOUN
fis-5346	76	10	.	.	PUNCT
fis-5346	77	1	2	2	NUM
fis-5346	77	2	.	.	X
fis-5346	77	3	a	a	X
fis-5346	77	4	)	)	PUNCT
fis-5346	77	5	after	after	ADP
fis-5346	77	6	installed	instal	VERB
fis-5346	77	7	shear	shear	PROPN
fis-5346	77	8	connectors	connector	NOUN
fis-5346	77	9	b	b	NOUN
fis-5346	77	10	)	)	PUNCT
fis-5346	77	11	connection	connection	NOUN
fis-5346	77	12	at	at	ADP
fis-5346	77	13	the	the	DET
fis-5346	77	14	supports	support	NOUN
fis-5346	77	15	figure	figure	NOUN
fis-5346	77	16	2	2	NUM
fis-5346	77	17	:	:	PUNCT
fis-5346	77	18	steel	steel	NOUN
fis-5346	77	19	mesh	mesh	NOUN
fis-5346	77	20	and	and	CCONJ
fis-5346	77	21	concrete	concrete	NOUN
fis-5346	77	22	of	of	ADP
fis-5346	77	23	composite	composite	ADJ
fis-5346	77	24	beam	beam	NOUN
fis-5346	77	25	with	with	ADP
fis-5346	77	26	external	external	ADJ
fis-5346	77	27	gfrp	gfrp	PROPN
fis-5346	77	28	i	i	PROPN
fis-5346	77	29	-	-	PUNCT
fis-5346	77	30	section	section	NOUN
fis-5346	77	31	.	.	PUNCT
fis-5346	78	1	no	no	INTJ
fis-5346	78	2	.	.	NOUN
fis-5346	79	1	of	of	ADP
fis-5346	79	2	samples	sample	NOUN
fis-5346	79	3	length	length	NOUN
fis-5346	79	4	(	(	PUNCT
fis-5346	79	5	mm	mm	NOUN
fis-5346	79	6	)	)	PUNCT
fis-5346	79	7	diameter	diameter	NOUN
fis-5346	79	8	.	.	PUNCT
fis-5346	80	1	(	(	PUNCT
fis-5346	80	2	mm	mm	NOUN
fis-5346	80	3	)	)	PUNCT
fis-5346	80	4	tensile	tensile	NOUN
fis-5346	80	5	strength	strength	NOUN
fis-5346	80	6	(	(	PUNCT
fis-5346	80	7	mpa	mpa	NOUN
fis-5346	80	8	)	)	PUNCT
fis-5346	80	9	elongation	elongation	NOUN
fis-5346	80	10	(	(	PUNCT
fis-5346	80	11	%	%	NOUN
fis-5346	80	12	)	)	PUNCT
fis-5346	80	13	specification	specification	NOUN
fis-5346	80	14	elongation	elongation	NOUN
fis-5346	80	15	nominal	nominal	ADJ
fis-5346	80	16	actual	actual	ADJ
fis-5346	80	17	yf	yf	NOUN
fis-5346	80	18	uf	uf	NOUN
fis-5346	80	19	5	5	NUM
fis-5346	80	20	500	500	NUM
fis-5346	80	21	8	8	NUM
fis-5346	80	22	8.15	8.15	NUM
fis-5346	80	23	304	304	NUM
fis-5346	80	24	415	415	NUM
fis-5346	80	25	61	61	NUM
fis-5346	80	26	≥20	≥20	NOUN
fis-5346	80	27	%	%	NOUN
fis-5346	80	28	5	5	NUM
fis-5346	80	29	500	500	NUM
fis-5346	80	30	10	10	NUM
fis-5346	80	31	10.12	10.12	NUM
fis-5346	80	32	470	470	NUM
fis-5346	80	33	636	636	NUM
fis-5346	80	34	32	32	NUM
fis-5346	80	35	≥16	≥16	NOUN
fis-5346	80	36	%	%	NOUN
fis-5346	80	37	5	5	NUM
fis-5346	80	38	500	500	NUM
fis-5346	80	39	12	12	NUM
fis-5346	80	40	11.54	11.54	NUM
fis-5346	80	41	566	566	NUM
fis-5346	80	42	764	764	NUM
fis-5346	80	43	26	26	NUM
fis-5346	80	44	≥16	≥16	NOUN
fis-5346	80	45	%	%	NOUN
fis-5346	80	46	table	table	NOUN
fis-5346	80	47	2	2	NUM
fis-5346	80	48	:	:	PUNCT
fis-5346	80	49	results	result	NOUN
fis-5346	80	50	of	of	ADP
fis-5346	80	51	steel	steel	NOUN
fis-5346	80	52	bars	bar	NOUN
fis-5346	80	53	properties	property	NOUN
fis-5346	80	54	.	.	PUNCT
fis-5346	81	1	according	accord	VERB
fis-5346	81	2	to	to	ADP
fis-5346	81	3	manufacturing	manufacturing	NOUN
fis-5346	81	4	date	date	NOUN
fis-5346	81	5	,	,	PUNCT
fis-5346	81	6	the	the	DET
fis-5346	81	7	tensile	tensile	NOUN
fis-5346	81	8	strength	strength	NOUN
fis-5346	81	9	of	of	ADP
fis-5346	81	10	gfrp	gfrp	PROPN
fis-5346	81	11	i	i	PROPN
fis-5346	81	12	-	-	PUNCT
fis-5346	81	13	section	section	NOUN
fis-5346	81	14	was	be	AUX
fis-5346	81	15	336	336	NUM
fis-5346	81	16	mpa	mpa	NOUN
fis-5346	81	17	,	,	PUNCT
fis-5346	81	18	and	and	CCONJ
fis-5346	81	19	tensile	tensile	NOUN
fis-5346	81	20	modulus	modulus	NOUN
fis-5346	81	21	of	of	ADP
fis-5346	81	22	elasticity	elasticity	NOUN
fis-5346	81	23	35300	35300	NUM
fis-5346	81	24	mpa	mpa	NOUN
fis-5346	81	25	[	[	X
fis-5346	81	26	23	23	NUM
fis-5346	81	27	]	]	PUNCT
fis-5346	81	28	as	as	SCONJ
fis-5346	81	29	shown	show	VERB
fis-5346	81	30	in	in	ADP
fis-5346	81	31	tab	tab	NOUN
fis-5346	81	32	.	.	PUNCT
fis-5346	82	1	3	3	X
fis-5346	82	2	.	.	X
fis-5346	83	1	no	no	PRON
fis-5346	83	2	.	.	PUNCT
fis-5346	84	1	item	item	NOUN
fis-5346	84	2	data	datum	NOUN
fis-5346	84	3	1	1	NUM
fis-5346	84	4	specific	specific	ADJ
fis-5346	84	5	gravity	gravity	NOUN
fis-5346	84	6	1.85	1.85	NUM
fis-5346	84	7	g	g	NOUN
fis-5346	84	8	/	/	SYM
fis-5346	84	9	cm3	cm3	NOUN
fis-5346	84	10	2	2	NUM
fis-5346	84	11	tensile	tensile	NOUN
fis-5346	84	12	strength	strength	NOUN
fis-5346	84	13	336	336	NUM
fis-5346	84	14	mpa	mpa	NOUN
fis-5346	84	15	3	3	NUM
fis-5346	84	16	tensile	tensile	NOUN
fis-5346	84	17	modulus	modulus	ADJ
fis-5346	84	18	35300	35300	NUM
fis-5346	84	19	mpa	mpa	NOUN
fis-5346	84	20	4	4	NUM
fis-5346	84	21	flexural	flexural	ADJ
fis-5346	84	22	strength	strength	NOUN
fis-5346	84	23	334	334	NUM
fis-5346	84	24	mpa	mpa	PROPN
fis-5346	84	25	5	5	NUM
fis-5346	84	26	flexural	flexural	ADJ
fis-5346	84	27	modulus	modulus	NOUN
fis-5346	84	28	73000	73000	NUM
fis-5346	84	29	mpa	mpa	PROPN
fis-5346	84	30	6	6	NUM
fis-5346	84	31	compressive	compressive	ADJ
fis-5346	84	32	strength	strength	NOUN
fis-5346	84	33	327	327	NUM
fis-5346	84	34	mpa	mpa	NOUN
fis-5346	84	35	7	7	NUM
fis-5346	84	36	impact	impact	NOUN
fis-5346	84	37	strength	strength	NOUN
fis-5346	84	38	2385	2385	NUM
fis-5346	84	39	j	j	PROPN
fis-5346	84	40	/	/	SYM
fis-5346	84	41	m	m	VERB
fis-5346	84	42	8	8	NUM
fis-5346	84	43	hardness	hardness	NOUN
fis-5346	84	44	52	52	NUM
fis-5346	84	45	hrc	hrc	NOUN
fis-5346	84	46	9	9	NUM
fis-5346	84	47	water	water	NOUN
fis-5346	84	48	-	-	PUNCT
fis-5346	84	49	absorption	absorption	NOUN
fis-5346	84	50	rate	rate	NOUN
fis-5346	84	51	1.39	1.39	NUM
fis-5346	84	52	%	%	NOUN
fis-5346	84	53	10	10	NUM
fis-5346	84	54	heat	heat	NOUN
fis-5346	84	55	distortion	distortion	NOUN
fis-5346	84	56	temperature	temperature	NOUN
fis-5346	84	57	204	204	NUM
fis-5346	84	58	℃	℃	PROPN
fis-5346	84	59	table	table	NOUN
fis-5346	84	60	3	3	NUM
fis-5346	84	61	:	:	PUNCT
fis-5346	84	62	gfrp	gfrp	PROPN
fis-5346	84	63	i	i	PROPN
fis-5346	84	64	-	-	PUNCT
fis-5346	84	65	section	section	NOUN
fis-5346	84	66	properties	property	NOUN
fis-5346	84	67	.	.	PUNCT
fis-5346	85	1	test	test	NOUN
fis-5346	85	2	setup	setup	NOUN
fis-5346	85	3	and	and	CCONJ
fis-5346	85	4	instrumentation	instrumentation	NOUN
fis-5346	85	5	the	the	DET
fis-5346	85	6	testing	testing	NOUN
fis-5346	85	7	frame	frame	NOUN
fis-5346	85	8	shown	show	VERB
fis-5346	85	9	in	in	ADP
fis-5346	85	10	the	the	DET
fis-5346	85	11	lower	low	ADJ
fis-5346	85	12	part	part	NOUN
fis-5346	85	13	of	of	ADP
fis-5346	85	14	fig	fig	NOUN
fis-5346	85	15	.	.	PUNCT
fis-5346	86	1	3	3	NUM
fis-5346	86	2	was	be	AUX
fis-5346	86	3	fixed	fix	VERB
fis-5346	86	4	to	to	ADP
fis-5346	86	5	the	the	DET
fis-5346	86	6	strong	strong	ADJ
fis-5346	86	7	solid	solid	ADJ
fis-5346	86	8	floor	floor	NOUN
fis-5346	86	9	of	of	ADP
fis-5346	86	10	the	the	DET
fis-5346	86	11	rc	rc	PROPN
fis-5346	86	12	laboratory	laboratory	NOUN
fis-5346	86	13	of	of	ADP
fis-5346	86	14	the	the	DET
fis-5346	86	15	faculty	faculty	NOUN
fis-5346	86	16	of	of	ADP
fis-5346	86	17	engineering	engineering	NOUN
fis-5346	86	18	at	at	ADP
fis-5346	86	19	helwan	helwan	PROPN
fis-5346	86	20	university	university	PROPN
fis-5346	86	21	.	.	PUNCT
fis-5346	87	1	the	the	DET
fis-5346	87	2	supporting	support	VERB
fis-5346	87	3	structure	structure	NOUN
fis-5346	87	4	consisted	consist	VERB
fis-5346	87	5	of	of	ADP
fis-5346	87	6	a	a	DET
fis-5346	87	7	horizontal	horizontal	ADJ
fis-5346	87	8	frame	frame	NOUN
fis-5346	87	9	made	make	VERB
fis-5346	87	10	of	of	ADP
fis-5346	87	11	four	four	NUM
fis-5346	87	12	steel	steel	NOUN
fis-5346	87	13	i	i	NOUN
fis-5346	87	14	-	-	PUNCT
fis-5346	87	15	beams	beam	NOUN
fis-5346	87	16	.	.	PUNCT
fis-5346	88	1	it	it	PRON
fis-5346	88	2	was	be	AUX
fis-5346	88	3	supported	support	VERB
fis-5346	88	4	by	by	ADP
fis-5346	88	5	four	four	NUM
fis-5346	88	6	vertical	vertical	ADJ
fis-5346	88	7	steel	steel	NOUN
fis-5346	88	8	i	i	NOUN
fis-5346	88	9	-	-	PUNCT
fis-5346	88	10	beam	beam	NOUN
fis-5346	88	11	legs	leg	NOUN
fis-5346	88	12	fixed	fix	VERB
fis-5346	88	13	to	to	ADP
fis-5346	88	14	the	the	DET
fis-5346	88	15	solid	solid	ADJ
fis-5346	88	16	floor	floor	NOUN
fis-5346	88	17	and	and	CCONJ
fis-5346	88	18	the	the	DET
fis-5346	88	19	tested	test	VERB
fis-5346	88	20	beams	beam	NOUN
fis-5346	88	21	were	be	AUX
fis-5346	88	22	supported	support	VERB
fis-5346	88	23	on	on	ADP
fis-5346	88	24	the	the	DET
fis-5346	88	25	frame	frame	NOUN
fis-5346	88	26	.	.	PUNCT
fis-5346	89	1	the	the	DET
fis-5346	89	2	loading	loading	NOUN
fis-5346	89	3	was	be	AUX
fis-5346	89	4	achieved	achieve	VERB
fis-5346	89	5	by	by	ADP
fis-5346	89	6	using	use	VERB
fis-5346	89	7	a	a	DET
fis-5346	89	8	cell	cell	NOUN
fis-5346	89	9	with	with	ADP
fis-5346	89	10	a	a	DET
fis-5346	89	11	capacity	capacity	NOUN
fis-5346	89	12	of	of	ADP
fis-5346	89	13	1250	1250	NUM
fis-5346	89	14	kn	kn	PROPN
fis-5346	89	15	,	,	PUNCT
fis-5346	89	16	which	which	PRON
fis-5346	89	17	transferred	transfer	VERB
fis-5346	89	18	the	the	DET
fis-5346	89	19	load	load	NOUN
fis-5346	89	20	to	to	ADP
fis-5346	89	21	a	a	DET
fis-5346	89	22	high	high	ADJ
fis-5346	89	23	stiffness	stiffness	NOUN
fis-5346	89	24	steel	steel	NOUN
fis-5346	89	25	plate	plate	NOUN
fis-5346	89	26	at	at	ADP
fis-5346	89	27	two	two	NUM
fis-5346	89	28	points	point	NOUN
fis-5346	89	29	in	in	ADP
fis-5346	89	30	the	the	DET
fis-5346	89	31	middle	middle	NOUN
fis-5346	89	32	of	of	ADP
fis-5346	89	33	the	the	DET
fis-5346	89	34	beams	beam	NOUN
fis-5346	89	35	;	;	PUNCT
fis-5346	89	36	with	with	ADP
fis-5346	89	37	a	a	DET
fis-5346	89	38	length	length	NOUN
fis-5346	89	39	of	of	ADP
fis-5346	89	40	the	the	DET
fis-5346	89	41	pure	pure	ADJ
fis-5346	89	42	bending	bend	VERB
fis-5346	89	43	area	area	NOUN
fis-5346	89	44	was	be	AUX
fis-5346	89	45	400	400	NUM
fis-5346	89	46	mm	mm	NOUN
fis-5346	89	47	,	,	PUNCT
fis-5346	89	48	setup	setup	NOUN
fis-5346	89	49	as	as	SCONJ
fis-5346	89	50	shown	show	VERB
fis-5346	89	51	in	in	ADP
fis-5346	89	52	the	the	DET
fis-5346	89	53	upper	upper	ADJ
fis-5346	89	54	part	part	NOUN
fis-5346	89	55	of	of	ADP
fis-5346	89	56	fig	fig	NOUN
fis-5346	89	57	.	.	PUNCT
fis-5346	90	1	3	3	X
fis-5346	90	2	.	.	X
fis-5346	90	3	m.	m.	NOUN
fis-5346	90	4	a.	a.	PROPN
fis-5346	90	5	m.	m.	PROPN
fis-5346	90	6	khalil	khalil	PROPN
fis-5346	90	7	,	,	PUNCT
fis-5346	90	8	fracture	fracture	PROPN
fis-5346	90	9	and	and	CCONJ
fis-5346	90	10	structural	structural	ADJ
fis-5346	90	11	integrity	integrity	NOUN
fis-5346	90	12	,	,	PUNCT
fis-5346	90	13	72	72	NUM
fis-5346	90	14	(	(	PUNCT
fis-5346	90	15	2025	2025	NUM
fis-5346	90	16	)	)	PUNCT
fis-5346	90	17	193	193	NUM
fis-5346	90	18	-	-	SYM
fis-5346	90	19	210	210	NUM
fis-5346	90	20	;	;	PUNCT
fis-5346	90	21	doi	doi	NOUN
fis-5346	90	22	:	:	PUNCT
fis-5346	90	23	10.3221	10.3221	NUM
fis-5346	90	24	/	/	SYM
fis-5346	90	25	igf	igf	PROPN
fis-5346	90	26	-	-	PUNCT
fis-5346	90	27	esis.72.14	esis.72.14	PROPN
fis-5346	90	28	197	197	NUM
fis-5346	90	29	figure	figure	NOUN
fis-5346	90	30	3	3	NUM
fis-5346	90	31	:	:	SYM
fis-5346	90	32	four	four	NUM
fis-5346	90	33	points	point	NOUN
fis-5346	90	34	loading	loading	NOUN
fis-5346	90	35	that	that	PRON
fis-5346	90	36	transfer	transfer	VERB
fis-5346	90	37	from	from	ADP
fis-5346	90	38	load	load	NOUN
fis-5346	90	39	cell	cell	NOUN
fis-5346	90	40	to	to	ADP
fis-5346	90	41	beams	beam	NOUN
fis-5346	90	42	.	.	PUNCT
fis-5346	91	1	the	the	DET
fis-5346	91	2	load	load	NOUN
fis-5346	91	3	was	be	AUX
fis-5346	91	4	measured	measure	VERB
fis-5346	91	5	using	use	VERB
fis-5346	91	6	1250	1250	NUM
fis-5346	91	7	kn	kn	PROPN
fis-5346	91	8	capacity	capacity	NOUN
fis-5346	91	9	load	load	NOUN
fis-5346	91	10	cell	cell	NOUN
fis-5346	91	11	connected	connect	VERB
fis-5346	91	12	to	to	ADP
fis-5346	91	13	a	a	DET
fis-5346	91	14	digital	digital	ADJ
fis-5346	91	15	display	display	NOUN
fis-5346	91	16	unit	unit	NOUN
fis-5346	91	17	with	with	ADP
fis-5346	91	18	loading	loading	NOUN
fis-5346	91	19	rate	rate	NOUN
fis-5346	91	20	(	(	PUNCT
fis-5346	91	21	5	5	NUM
fis-5346	91	22	-	-	SYM
fis-5346	91	23	10	10	NUM
fis-5346	91	24	)	)	PUNCT
fis-5346	91	25	kn	kn	PROPN
fis-5346	91	26	.	.	PUNCT
fis-5346	92	1	the	the	DET
fis-5346	92	2	load	load	NOUN
fis-5346	92	3	was	be	AUX
fis-5346	92	4	applied	apply	VERB
fis-5346	92	5	in	in	ADP
fis-5346	92	6	increments	increment	NOUN
fis-5346	92	7	.	.	PUNCT
fis-5346	93	1	an	an	DET
fis-5346	93	2	initial	initial	ADJ
fis-5346	93	3	increment	increment	NOUN
fis-5346	93	4	at	at	ADP
fis-5346	93	5	low	low	ADJ
fis-5346	93	6	load	load	NOUN
fis-5346	93	7	was	be	AUX
fis-5346	93	8	performed	perform	VERB
fis-5346	93	9	for	for	ADP
fis-5346	93	10	every	every	DET
fis-5346	93	11	beam	beam	NOUN
fis-5346	93	12	to	to	PART
fis-5346	93	13	verify	verify	VERB
fis-5346	93	14	that	that	PRON
fis-5346	93	15	mechanical	mechanical	ADJ
fis-5346	93	16	and	and	CCONJ
fis-5346	93	17	electrical	electrical	ADJ
fis-5346	93	18	equipment	equipment	NOUN
fis-5346	93	19	was	be	AUX
fis-5346	93	20	working	work	VERB
fis-5346	93	21	properly	properly	ADV
fis-5346	93	22	.	.	PUNCT
fis-5346	94	1	the	the	DET
fis-5346	94	2	deflections	deflection	NOUN
fis-5346	94	3	were	be	AUX
fis-5346	94	4	measured	measure	VERB
fis-5346	94	5	at	at	ADP
fis-5346	94	6	mid	mid	ADJ
fis-5346	94	7	-	-	NOUN
fis-5346	94	8	span	span	NOUN
fis-5346	94	9	and	and	CCONJ
fis-5346	94	10	quarterspan	quarterspan	NOUN
fis-5346	94	11	of	of	ADP
fis-5346	94	12	beams	beam	NOUN
fis-5346	94	13	at	at	ADP
fis-5346	94	14	the	the	DET
fis-5346	94	15	points	point	NOUN
fis-5346	94	16	shown	show	VERB
fis-5346	94	17	in	in	ADP
fis-5346	94	18	fig	fig	NOUN
fis-5346	94	19	.	.	PUNCT
fis-5346	95	1	4a	4a	NOUN
fis-5346	95	2	.	.	PUNCT
fis-5346	96	1	the	the	DET
fis-5346	96	2	load	load	NOUN
fis-5346	96	3	had	have	VERB
fis-5346	96	4	a	a	DET
fis-5346	96	5	control	control	NOUN
fis-5346	96	6	in	in	ADP
fis-5346	96	7	deflection	deflection	NOUN
fis-5346	96	8	;	;	PUNCT
fis-5346	96	9	the	the	DET
fis-5346	96	10	deflections	deflection	NOUN
fis-5346	96	11	were	be	AUX
fis-5346	96	12	measured	measure	VERB
fis-5346	96	13	using	use	VERB
fis-5346	96	14	two	two	NUM
fis-5346	96	15	linear	linear	ADJ
fis-5346	96	16	variable	variable	ADJ
fis-5346	96	17	differential	differential	NOUN
fis-5346	96	18	transducers	transducer	NOUN
fis-5346	96	19	(	(	PUNCT
fis-5346	96	20	lvdts	lvdts	NOUN
fis-5346	96	21	)	)	PUNCT
fis-5346	96	22	and	and	CCONJ
fis-5346	96	23	one	one	NUM
fis-5346	96	24	dial	dial	NOUN
fis-5346	96	25	gauge	gauge	NOUN
fis-5346	96	26	(	(	PUNCT
fis-5346	96	27	dgs	dgs	NOUN
fis-5346	96	28	)	)	PUNCT
fis-5346	96	29	with	with	ADP
fis-5346	96	30	0.01	0.01	NUM
fis-5346	96	31	mm	mm	NUM
fis-5346	96	32	accuracy	accuracy	NOUN
fis-5346	96	33	.	.	PUNCT
fis-5346	97	1	the	the	DET
fis-5346	97	2	(	(	PUNCT
fis-5346	97	3	lvdts	lvdts	NOUN
fis-5346	97	4	)	)	PUNCT
fis-5346	97	5	and	and	CCONJ
fis-5346	97	6	(	(	PUNCT
fis-5346	97	7	dgs	dgs	NOUN
fis-5346	97	8	)	)	PUNCT
fis-5346	97	9	were	be	AUX
fis-5346	97	10	placed	place	VERB
fis-5346	97	11	on	on	ADP
fis-5346	97	12	the	the	DET
fis-5346	97	13	bottom	bottom	ADJ
fis-5346	97	14	surface	surface	NOUN
fis-5346	97	15	of	of	ADP
fis-5346	97	16	the	the	DET
fis-5346	97	17	beams	beam	NOUN
fis-5346	97	18	.	.	PUNCT
fis-5346	98	1	three	three	NUM
fis-5346	98	2	electrical	electrical	ADJ
fis-5346	98	3	strain	strain	NOUN
fis-5346	98	4	gauges	gauge	NOUN
fis-5346	98	5	were	be	AUX
fis-5346	98	6	used	use	VERB
fis-5346	98	7	to	to	PART
fis-5346	98	8	measure	measure	VERB
fis-5346	98	9	the	the	DET
fis-5346	98	10	strain	strain	NOUN
fis-5346	98	11	in	in	ADP
fis-5346	98	12	gfrp	gfrp	PROPN
fis-5346	98	13	i	i	PROPN
fis-5346	98	14	-	-	PUNCT
fis-5346	98	15	section	section	NOUN
fis-5346	98	16	and	and	CCONJ
fis-5346	98	17	steel	steel	NOUN
fis-5346	98	18	bars	bar	NOUN
fis-5346	98	19	at	at	ADP
fis-5346	98	20	the	the	DET
fis-5346	98	21	maximum	maximum	ADJ
fis-5346	98	22	tensile	tensile	NOUN
fis-5346	98	23	point	point	NOUN
fis-5346	98	24	of	of	ADP
fis-5346	98	25	gfrp	gfrp	PROPN
fis-5346	98	26	i	i	PROPN
fis-5346	98	27	-	-	PUNCT
fis-5346	98	28	section	section	NOUN
fis-5346	98	29	and	and	CCONJ
fis-5346	98	30	steel	steel	NOUN
fis-5346	98	31	bars	bar	NOUN
fis-5346	98	32	.	.	PUNCT
fis-5346	99	1	the	the	DET
fis-5346	99	2	strain	strain	NOUN
fis-5346	99	3	gauges	gauge	NOUN
fis-5346	99	4	were	be	AUX
fis-5346	99	5	affixed	affix	VERB
fis-5346	99	6	on	on	ADP
fis-5346	99	7	the	the	DET
fis-5346	99	8	bottom	bottom	ADJ
fis-5346	99	9	longitudinal	longitudinal	ADJ
fis-5346	99	10	bars	bar	NOUN
fis-5346	99	11	and	and	CCONJ
fis-5346	99	12	the	the	DET
fis-5346	99	13	gfrp	gfrp	PROPN
fis-5346	99	14	i	i	PROPN
fis-5346	99	15	-	-	PUNCT
fis-5346	99	16	section	section	NOUN
fis-5346	99	17	top	top	NOUN
fis-5346	99	18	and	and	CCONJ
fis-5346	99	19	bottom	bottom	ADJ
fis-5346	99	20	flanges	flange	NOUN
fis-5346	99	21	as	as	SCONJ
fis-5346	99	22	shown	show	VERB
fis-5346	99	23	in	in	ADP
fis-5346	99	24	fig	fig	NOUN
fis-5346	99	25	.	.	PUNCT
fis-5346	100	1	4b	4b	PROPN
fis-5346	100	2	.	.	PUNCT
fis-5346	101	1	this	this	DET
fis-5346	101	2	location	location	NOUN
fis-5346	101	3	was	be	AUX
fis-5346	101	4	maintained	maintain	VERB
fis-5346	101	5	for	for	ADP
fis-5346	101	6	all	all	DET
fis-5346	101	7	tested	test	VERB
fis-5346	101	8	beams	beam	NOUN
fis-5346	101	9	.	.	PUNCT
fis-5346	102	1	a	a	DET
fis-5346	102	2	)	)	PUNCT
fis-5346	102	3	deflection	deflection	NOUN
fis-5346	102	4	position	position	NOUN
fis-5346	102	5	a	a	PRON
fis-5346	102	6	)	)	PUNCT
fis-5346	102	7	rc	rc	PROPN
fis-5346	102	8	b	b	PROPN
fis-5346	102	9	)	)	PUNCT
fis-5346	102	10	gfrp	gfrp	PROPN
fis-5346	102	11	i	i	NOUN
fis-5346	102	12	-	-	PUNCT
fis-5346	102	13	internal	internal	ADJ
fis-5346	102	14	c	c	NOUN
fis-5346	102	15	)	)	PUNCT
fis-5346	102	16	gfrp	gfrp	PROPN
fis-5346	102	17	i	i	NOUN
fis-5346	102	18	-	-	PUNCT
fis-5346	102	19	external	external	ADJ
fis-5346	102	20	b	b	NOUN
fis-5346	102	21	)	)	PUNCT
fis-5346	102	22	strain	strain	NOUN
fis-5346	102	23	position	position	NOUN
fis-5346	102	24	figure	figure	NOUN
fis-5346	102	25	4	4	NUM
fis-5346	102	26	:	:	PUNCT
fis-5346	102	27	test	test	NOUN
fis-5346	102	28	setup	setup	NOUN
fis-5346	102	29	:	:	PUNCT
fis-5346	102	30	lvdt	lvdt	PROPN
fis-5346	102	31	,	,	PUNCT
fis-5346	102	32	dg	dg	NOUN
fis-5346	102	33	and	and	CCONJ
fis-5346	102	34	strain	strain	VERB
fis-5346	102	35	gauges	gauge	NOUN
fis-5346	102	36	of	of	ADP
fis-5346	102	37	beams	beam	NOUN
fis-5346	102	38	.	.	PUNCT
fis-5346	103	1	m.	m.	NOUN
fis-5346	103	2	a.	a.	PROPN
fis-5346	103	3	m.	m.	PROPN
fis-5346	103	4	khalil	khalil	PROPN
fis-5346	103	5	,	,	PUNCT
fis-5346	103	6	fracture	fracture	PROPN
fis-5346	103	7	and	and	CCONJ
fis-5346	103	8	structural	structural	ADJ
fis-5346	103	9	integrity	integrity	NOUN
fis-5346	103	10	,	,	PUNCT
fis-5346	103	11	72	72	NUM
fis-5346	103	12	(	(	PUNCT
fis-5346	103	13	2025	2025	NUM
fis-5346	103	14	)	)	PUNCT
fis-5346	103	15	193	193	NUM
fis-5346	103	16	-	-	SYM
fis-5346	103	17	210	210	NUM
fis-5346	103	18	;	;	PUNCT
fis-5346	103	19	doi	doi	NOUN
fis-5346	103	20	:	:	PUNCT
fis-5346	103	21	10.3221	10.3221	NUM
fis-5346	103	22	/	/	SYM
fis-5346	103	23	igf	igf	PROPN
fis-5346	103	24	-	-	PUNCT
fis-5346	103	25	esis.72.14	esis.72.14	PROPN
fis-5346	103	26	198	198	NUM
fis-5346	103	27	fire	fire	NOUN
fis-5346	103	28	testing	testing	NOUN
fis-5346	103	29	procedures	procedure	NOUN
fis-5346	103	30	the	the	DET
fis-5346	103	31	rc	rc	PROPN
fis-5346	103	32	beam	beam	NOUN
fis-5346	103	33	specimens	specimen	NOUN
fis-5346	103	34	were	be	AUX
fis-5346	103	35	tested	test	VERB
fis-5346	103	36	with	with	ADP
fis-5346	103	37	fire	fire	NOUN
fis-5346	103	38	after	after	ADP
fis-5346	103	39	testing	test	VERB
fis-5346	103	40	the	the	DET
fis-5346	103	41	control	control	NOUN
fis-5346	103	42	tested	test	VERB
fis-5346	103	43	specimens	specimen	NOUN
fis-5346	103	44	of	of	ADP
fis-5346	103	45	each	each	PRON
fis-5346	103	46	.	.	PUNCT
fis-5346	104	1	the	the	DET
fis-5346	104	2	control	control	NOUN
fis-5346	104	3	tested	test	VERB
fis-5346	104	4	composite	composite	ADJ
fis-5346	104	5	beam	beam	NOUN
fis-5346	104	6	specimens	specimen	NOUN
fis-5346	104	7	rc1gi	rc1gi	PROPN
fis-5346	104	8	-	-	PUNCT
fis-5346	104	9	i	i	PROPN
fis-5346	104	10	,	,	PUNCT
fis-5346	104	11	rc2gi	rc2gi	PROPN
fis-5346	104	12	-	-	PUNCT
fis-5346	104	13	i	i	PRON
fis-5346	104	14	,	,	PUNCT
fis-5346	104	15	and	and	CCONJ
fis-5346	104	16	rc3gi	rc3gi	NOUN
fis-5346	104	17	-	-	NOUN
fis-5346	104	18	i	i	PRON
fis-5346	104	19	have	have	AUX
fis-5346	104	20	cracking	crack	VERB
fis-5346	104	21	load	load	NOUN
fis-5346	104	22	equal	equal	ADJ
fis-5346	104	23	to	to	ADP
fis-5346	104	24	83.85	83.85	NUM
fis-5346	104	25	kn	kn	PROPN
fis-5346	104	26	,	,	PUNCT
fis-5346	104	27	106.97	106.97	NUM
fis-5346	104	28	kn	kn	PROPN
fis-5346	104	29	,	,	PUNCT
fis-5346	104	30	and	and	CCONJ
fis-5346	104	31	130.09	130.09	NUM
fis-5346	104	32	kn	kn	NOUN
fis-5346	104	33	respectively	respectively	ADV
fis-5346	104	34	.	.	PUNCT
fis-5346	105	1	in	in	ADP
fis-5346	105	2	the	the	DET
fis-5346	105	3	first	first	ADJ
fis-5346	105	4	,	,	PUNCT
fis-5346	105	5	the	the	DET
fis-5346	105	6	composite	composite	ADJ
fis-5346	105	7	tested	test	VERB
fis-5346	105	8	beams	beam	NOUN
fis-5346	105	9	under	under	ADP
fis-5346	105	10	fire	fire	NOUN
fis-5346	105	11	rc1gi	rc1gi	PROPN
fis-5346	105	12	-	-	PUNCT
fis-5346	105	13	i	i	PROPN
fis-5346	105	14	-	-	PUNCT
fis-5346	105	15	f	f	PROPN
fis-5346	105	16	,	,	PUNCT
fis-5346	105	17	rc2gi	rc2gi	PROPN
fis-5346	105	18	-	-	ADJ
fis-5346	105	19	i	i	PRON
fis-5346	105	20	-	-	PUNCT
fis-5346	105	21	f	f	PROPN
fis-5346	105	22	,	,	PUNCT
fis-5346	105	23	and	and	CCONJ
fis-5346	105	24	rc3gi	rc3gi	NOUN
fis-5346	105	25	-	-	ADJ
fis-5346	105	26	i	i	PRON
fis-5346	105	27	-	-	PUNCT
fis-5346	105	28	f	f	PROPN
fis-5346	105	29	tested	test	VERB
fis-5346	105	30	without	without	ADP
fis-5346	105	31	fire	fire	NOUN
fis-5346	105	32	up	up	ADP
fis-5346	105	33	to	to	PART
fis-5346	105	34	load	load	VERB
fis-5346	105	35	equal	equal	ADJ
fis-5346	105	36	to	to	ADP
fis-5346	105	37	91.47	91.47	NUM
fis-5346	105	38	kn	kn	PROPN
fis-5346	105	39	,	,	PUNCT
fis-5346	105	40	130.60	130.60	NUM
fis-5346	105	41	kn	kn	PROPN
fis-5346	105	42	,	,	PUNCT
fis-5346	105	43	and	and	CCONJ
fis-5346	105	44	189.95	189.95	NUM
fis-5346	105	45	kn	kn	PROPN
fis-5346	105	46	receptivity	receptivity	NOUN
fis-5346	105	47	.	.	PUNCT
fis-5346	106	1	the	the	DET
fis-5346	106	2	corresponding	correspond	VERB
fis-5346	106	3	deflection	deflection	NOUN
fis-5346	106	4	curve	curve	NOUN
fis-5346	106	5	had	have	AUX
fis-5346	106	6	equal	equal	ADJ
fis-5346	106	7	to	to	ADP
fis-5346	106	8	2.81	2.81	NUM
fis-5346	106	9	mm	mm	NOUN
fis-5346	106	10	,	,	PUNCT
fis-5346	106	11	2.90	2.90	NUM
fis-5346	106	12	mm	mm	NOUN
fis-5346	106	13	,	,	PUNCT
fis-5346	106	14	and	and	CCONJ
fis-5346	106	15	2.22	2.22	NUM
fis-5346	106	16	mm	mm	NOUN
fis-5346	106	17	respectively	respectively	ADV
fis-5346	106	18	.	.	PUNCT
fis-5346	107	1	the	the	DET
fis-5346	107	2	remaining	remain	VERB
fis-5346	107	3	deflection	deflection	NOUN
fis-5346	107	4	after	after	ADP
fis-5346	107	5	removing	remove	VERB
fis-5346	107	6	the	the	DET
fis-5346	107	7	load	load	NOUN
fis-5346	107	8	is	be	AUX
fis-5346	107	9	0.58	0.58	NUM
fis-5346	107	10	,	,	PUNCT
fis-5346	107	11	0.90	0.90	NUM
fis-5346	107	12	and	and	CCONJ
fis-5346	107	13	0.74	0.74	NUM
fis-5346	107	14	mm	mm	NOUN
fis-5346	107	15	respectively	respectively	ADV
fis-5346	107	16	.	.	PUNCT
fis-5346	108	1	after	after	ADP
fis-5346	108	2	exposing	expose	VERB
fis-5346	108	3	the	the	DET
fis-5346	108	4	tested	test	VERB
fis-5346	108	5	specimens	specimen	NOUN
fis-5346	108	6	to	to	PART
fis-5346	108	7	fire	fire	VERB
fis-5346	108	8	as	as	SCONJ
fis-5346	108	9	shown	show	VERB
fis-5346	108	10	in	in	ADP
fis-5346	108	11	fig	fig	NOUN
fis-5346	108	12	.	.	PUNCT
fis-5346	109	1	5	5	NUM
fis-5346	109	2	(	(	PUNCT
fis-5346	109	3	500	500	NUM
fis-5346	109	4	°	°	ADP
fis-5346	109	5	c	c	NOUN
fis-5346	109	6	for	for	ADP
fis-5346	109	7	90	90	NUM
fis-5346	109	8	minutes	minute	NOUN
fis-5346	109	9	)	)	PUNCT
fis-5346	109	10	,	,	PUNCT
fis-5346	109	11	the	the	DET
fis-5346	109	12	beam	beam	NOUN
fis-5346	109	13	is	be	AUX
fis-5346	109	14	loaded	load	VERB
fis-5346	109	15	to	to	ADP
fis-5346	109	16	failure	failure	NOUN
fis-5346	109	17	.	.	PUNCT
fis-5346	110	1	a	a	DET
fis-5346	110	2	wired	wire	VERB
fis-5346	110	3	digital	digital	ADJ
fis-5346	110	4	reader	reader	NOUN
fis-5346	110	5	with	with	ADP
fis-5346	110	6	thermal	thermal	ADJ
fis-5346	110	7	sensor	sensor	NOUN
fis-5346	110	8	was	be	AUX
fis-5346	110	9	used	use	VERB
fis-5346	110	10	to	to	PART
fis-5346	110	11	stabilize	stabilize	VERB
fis-5346	110	12	the	the	DET
fis-5346	110	13	temperature	temperature	NOUN
fis-5346	110	14	at	at	ADP
fis-5346	110	15	500	500	NUM
fis-5346	110	16	degrees	degree	NOUN
fis-5346	110	17	for	for	ADP
fis-5346	110	18	90	90	NUM
fis-5346	110	19	-	-	PUNCT
fis-5346	110	20	minutes	minute	NOUN
fis-5346	110	21	duration	duration	NOUN
fis-5346	110	22	.	.	PUNCT
fis-5346	111	1	figure	figure	NOUN
fis-5346	111	2	5	5	NUM
fis-5346	111	3	:	:	PUNCT
fis-5346	111	4	specimens	specimen	NOUN
fis-5346	111	5	during	during	ADP
fis-5346	111	6	the	the	DET
fis-5346	111	7	fire	fire	NOUN
fis-5346	111	8	.	.	PUNCT
fis-5346	112	1	results	result	NOUN
fis-5346	112	2	and	and	CCONJ
fis-5346	112	3	discussion	discussion	NOUN
fis-5346	112	4	crack	crack	VERB
fis-5346	112	5	patterns	pattern	NOUN
fis-5346	112	6	and	and	CCONJ
fis-5346	112	7	failure	failure	NOUN
fis-5346	112	8	modes	mode	VERB
fis-5346	112	9	ig	ig	PROPN
fis-5346	112	10	.	.	PROPN
fis-5346	112	11	6	6	NUM
fis-5346	112	12	shows	show	VERB
fis-5346	112	13	that	that	SCONJ
fis-5346	112	14	all	all	PRON
fis-5346	112	15	tested	test	VERB
fis-5346	112	16	specimens	specimen	NOUN
fis-5346	112	17	that	that	PRON
fis-5346	112	18	were	be	AUX
fis-5346	112	19	exposed	expose	VERB
fis-5346	112	20	to	to	ADP
fis-5346	112	21	flexural	flexural	ADJ
fis-5346	112	22	cracking	cracking	NOUN
fis-5346	112	23	occurred	occur	VERB
fis-5346	112	24	in	in	ADP
fis-5346	112	25	the	the	DET
fis-5346	112	26	pure	pure	ADJ
fis-5346	112	27	bending	bend	VERB
fis-5346	112	28	region	region	NOUN
fis-5346	112	29	and	and	CCONJ
fis-5346	112	30	some	some	DET
fis-5346	112	31	prominent	prominent	ADJ
fis-5346	112	32	cracks	crack	NOUN
fis-5346	112	33	were	be	AUX
fis-5346	112	34	found	find	VERB
fis-5346	112	35	within	within	ADP
fis-5346	112	36	the	the	DET
fis-5346	112	37	two	two	NUM
fis-5346	112	38	loading	loading	NOUN
fis-5346	112	39	points	point	NOUN
fis-5346	112	40	.	.	PUNCT
fis-5346	113	1	however	however	ADV
fis-5346	113	2	,	,	PUNCT
fis-5346	113	3	in	in	ADP
fis-5346	113	4	terms	term	NOUN
fis-5346	113	5	of	of	ADP
fis-5346	113	6	cracks	crack	NOUN
fis-5346	113	7	number	number	NOUN
fis-5346	113	8	,	,	PUNCT
fis-5346	113	9	it	it	PRON
fis-5346	113	10	has	have	AUX
fis-5346	113	11	been	be	AUX
fis-5346	113	12	observed	observe	VERB
fis-5346	113	13	that	that	SCONJ
fis-5346	113	14	the	the	DET
fis-5346	113	15	cracks	crack	NOUN
fis-5346	113	16	in	in	ADP
fis-5346	113	17	composite	composite	ADJ
fis-5346	113	18	beams	beam	NOUN
fis-5346	113	19	are	be	AUX
fis-5346	113	20	similar	similar	ADJ
fis-5346	113	21	to	to	ADP
fis-5346	113	22	the	the	DET
fis-5346	113	23	cracks	crack	NOUN
fis-5346	113	24	in	in	ADP
fis-5346	113	25	traditional	traditional	ADJ
fis-5346	113	26	reinforced	reinforce	VERB
fis-5346	113	27	concrete	concrete	ADJ
fis-5346	113	28	beams	beam	NOUN
fis-5346	113	29	.	.	PUNCT
fis-5346	114	1	all	all	DET
fis-5346	114	2	the	the	DET
fis-5346	114	3	tested	test	VERB
fis-5346	114	4	specimens	specimen	NOUN
fis-5346	114	5	were	be	AUX
fis-5346	114	6	failed	fail	VERB
fis-5346	114	7	in	in	ADP
fis-5346	114	8	flexure	flexure	NOUN
fis-5346	114	9	in	in	ADP
fis-5346	114	10	addition	addition	NOUN
fis-5346	114	11	to	to	ADP
fis-5346	114	12	web	web	NOUN
fis-5346	114	13	shear	shear	NOUN
fis-5346	114	14	in	in	ADP
fis-5346	114	15	composite	composite	ADJ
fis-5346	114	16	beams	beam	NOUN
fis-5346	114	17	with	with	ADP
fis-5346	114	18	external	external	ADJ
fis-5346	114	19	gfrp	gfrp	PROPN
fis-5346	114	20	i	i	PROPN
fis-5346	114	21	-	-	PUNCT
fis-5346	114	22	section	section	NOUN
fis-5346	114	23	,	,	PUNCT
fis-5346	114	24	but	but	CCONJ
fis-5346	114	25	this	this	PRON
fis-5346	114	26	occurred	occur	VERB
fis-5346	114	27	after	after	SCONJ
fis-5346	114	28	the	the	DET
fis-5346	114	29	beams	beam	NOUN
fis-5346	114	30	had	have	AUX
fis-5346	114	31	reached	reach	VERB
fis-5346	114	32	their	their	PRON
fis-5346	114	33	yield	yield	NOUN
fis-5346	114	34	load	load	NOUN
fis-5346	114	35	strength	strength	NOUN
fis-5346	114	36	.	.	PUNCT
fis-5346	115	1	the	the	DET
fis-5346	115	2	gfrp	gfrp	PROPN
fis-5346	115	3	i	i	PROPN
fis-5346	115	4	-	-	PUNCT
fis-5346	115	5	section	section	NOUN
fis-5346	115	6	ruptured	rupture	VERB
fis-5346	115	7	with	with	ADP
fis-5346	115	8	loud	loud	ADJ
fis-5346	115	9	noises	noise	NOUN
fis-5346	115	10	within	within	ADP
fis-5346	115	11	the	the	DET
fis-5346	115	12	loading	loading	NOUN
fis-5346	115	13	stages	stage	NOUN
fis-5346	115	14	,	,	PUNCT
fis-5346	115	15	but	but	CCONJ
fis-5346	115	16	after	after	SCONJ
fis-5346	115	17	the	the	DET
fis-5346	115	18	tensile	tensile	NOUN
fis-5346	115	19	steel	steel	NOUN
fis-5346	115	20	bars	bar	NOUN
fis-5346	115	21	reached	reach	VERB
fis-5346	115	22	their	their	PRON
fis-5346	115	23	yield	yield	NOUN
fis-5346	115	24	strength	strength	NOUN
fis-5346	115	25	,	,	PUNCT
fis-5346	115	26	and	and	CCONJ
fis-5346	115	27	the	the	DET
fis-5346	115	28	specimen	speciman	NOUN
fis-5346	115	29	yielded	yield	VERB
fis-5346	115	30	,	,	PUNCT
fis-5346	115	31	the	the	DET
fis-5346	115	32	top	top	ADJ
fis-5346	115	33	flanges	flange	NOUN
fis-5346	115	34	and	and	CCONJ
fis-5346	115	35	the	the	DET
fis-5346	115	36	bottom	bottom	ADJ
fis-5346	115	37	flanges	flange	NOUN
fis-5346	115	38	could	could	AUX
fis-5346	115	39	not	not	PART
fis-5346	115	40	reach	reach	VERB
fis-5346	115	41	the	the	DET
fis-5346	115	42	ultimate	ultimate	ADJ
fis-5346	115	43	compressive	compressive	NOUN
fis-5346	115	44	or	or	CCONJ
fis-5346	115	45	tensile	tensile	NOUN
fis-5346	115	46	strength	strength	NOUN
fis-5346	115	47	for	for	ADP
fis-5346	115	48	composite	composite	ADJ
fis-5346	115	49	beams	beam	NOUN
fis-5346	115	50	with	with	ADP
fis-5346	115	51	an	an	DET
fis-5346	115	52	internal	internal	ADJ
fis-5346	115	53	gfrp	gfrp	NOUN
fis-5346	115	54	i	i	PROPN
fis-5346	115	55	-	-	PUNCT
fis-5346	115	56	section	section	NOUN
fis-5346	115	57	,	,	PUNCT
fis-5346	115	58	and	and	CCONJ
fis-5346	115	59	the	the	DET
fis-5346	115	60	concrete	concrete	NOUN
fis-5346	115	61	on	on	ADP
fis-5346	115	62	the	the	DET
fis-5346	115	63	compression	compression	NOUN
fis-5346	115	64	side	side	NOUN
fis-5346	115	65	was	be	AUX
fis-5346	115	66	crushed	crush	VERB
fis-5346	115	67	for	for	ADP
fis-5346	115	68	some	some	DET
fis-5346	115	69	beams	beam	NOUN
fis-5346	115	70	.	.	PUNCT
fis-5346	116	1	beam	beam	NOUN
fis-5346	116	2	cracking	cracking	NOUN
fis-5346	116	3	started	start	VERB
fis-5346	116	4	gradually	gradually	ADV
fis-5346	116	5	and	and	CCONJ
fis-5346	116	6	continued	continue	VERB
fis-5346	116	7	during	during	ADP
fis-5346	116	8	all	all	DET
fis-5346	116	9	the	the	DET
fis-5346	116	10	testing	testing	NOUN
fis-5346	116	11	procedure	procedure	NOUN
fis-5346	116	12	with	with	ADP
fis-5346	116	13	sound	sound	NOUN
fis-5346	116	14	increased	increase	VERB
fis-5346	116	15	gradually	gradually	ADV
fis-5346	116	16	until	until	SCONJ
fis-5346	116	17	the	the	DET
fis-5346	116	18	load	load	NOUN
fis-5346	116	19	approached	approach	VERB
fis-5346	116	20	almost	almost	ADV
fis-5346	116	21	its	its	PRON
fis-5346	116	22	maximum	maximum	NOUN
fis-5346	116	23	,	,	PUNCT
fis-5346	116	24	then	then	ADV
fis-5346	116	25	the	the	DET
fis-5346	116	26	main	main	ADJ
fis-5346	116	27	cracks	crack	NOUN
fis-5346	116	28	became	become	VERB
fis-5346	116	29	wider	wide	ADJ
fis-5346	116	30	.	.	PUNCT
fis-5346	117	1	load	load	NOUN
fis-5346	117	2	–	–	PUNCT
fis-5346	117	3	deflection	deflection	NOUN
fis-5346	117	4	curves	curve	NOUN
fis-5346	117	5	as	as	ADP
fis-5346	117	6	in	in	ADP
fis-5346	117	7	fig	fig	NOUN
fis-5346	117	8	.	.	PUNCT
fis-5346	118	1	7	7	NUM
fis-5346	118	2	,	,	PUNCT
fis-5346	118	3	deflection	deflection	NOUN
fis-5346	118	4	values	value	NOUN
fis-5346	118	5	are	be	AUX
fis-5346	118	6	measured	measure	VERB
fis-5346	118	7	at	at	ADP
fis-5346	118	8	the	the	DET
fis-5346	118	9	mid	mid	NOUN
fis-5346	118	10	-	-	NOUN
fis-5346	118	11	span	span	NOUN
fis-5346	118	12	for	for	ADP
fis-5346	118	13	composite	composite	ADJ
fis-5346	118	14	beams	beam	NOUN
fis-5346	118	15	.	.	PUNCT
fis-5346	119	1	the	the	DET
fis-5346	119	2	load	load	NOUN
fis-5346	119	3	deflection	deflection	NOUN
fis-5346	119	4	relationships	relationship	NOUN
fis-5346	119	5	of	of	ADP
fis-5346	119	6	the	the	DET
fis-5346	119	7	tested	test	VERB
fis-5346	119	8	specimens	specimen	NOUN
fis-5346	119	9	show	show	VERB
fis-5346	119	10	a	a	DET
fis-5346	119	11	linear	linear	ADJ
fis-5346	119	12	part	part	NOUN
fis-5346	119	13	representing	represent	VERB
fis-5346	119	14	the	the	DET
fis-5346	119	15	un	un	ADJ
fis-5346	119	16	-	-	ADJ
fis-5346	119	17	cracked	cracked	ADJ
fis-5346	119	18	elastic	elastic	ADJ
fis-5346	119	19	stage	stage	NOUN
fis-5346	119	20	,	,	PUNCT
fis-5346	119	21	followed	follow	VERB
fis-5346	119	22	by	by	ADP
fis-5346	119	23	a	a	DET
fis-5346	119	24	non	non	ADJ
fis-5346	119	25	–	–	NOUN
fis-5346	119	26	linear	linear	ADJ
fis-5346	119	27	part	part	NOUN
fis-5346	119	28	which	which	PRON
fis-5346	119	29	is	be	AUX
fis-5346	119	30	divided	divide	VERB
fis-5346	119	31	into	into	ADP
fis-5346	119	32	the	the	DET
fis-5346	119	33	cracking	cracking	NOUN
fis-5346	119	34	and	and	CCONJ
fis-5346	119	35	yielding	yield	VERB
fis-5346	119	36	zones	zone	NOUN
fis-5346	119	37	.	.	PUNCT
fis-5346	120	1	first	first	ADJ
fis-5346	120	2	zone	zone	NOUN
fis-5346	120	3	represents	represent	VERB
fis-5346	120	4	elastic	elastic	ADJ
fis-5346	120	5	behavior	behavior	NOUN
fis-5346	120	6	pre	pre	X
fis-5346	120	7	concrete	concrete	ADJ
fis-5346	120	8	cracking	cracking	NOUN
fis-5346	120	9	.	.	PUNCT
fis-5346	121	1	in	in	ADP
fis-5346	121	2	second	second	ADJ
fis-5346	121	3	zone	zone	NOUN
fis-5346	121	4	,	,	PUNCT
fis-5346	121	5	the	the	DET
fis-5346	121	6	cracked	crack	VERB
fis-5346	121	7	stage	stage	NOUN
fis-5346	121	8	forms	form	VERB
fis-5346	121	9	a	a	DET
fis-5346	121	10	part	part	NOUN
fis-5346	121	11	of	of	ADP
fis-5346	121	12	the	the	DET
fis-5346	121	13	ascending	ascend	VERB
fis-5346	121	14	branch	branch	NOUN
fis-5346	121	15	of	of	ADP
fis-5346	121	16	the	the	DET
fis-5346	121	17	curve	curve	NOUN
fis-5346	121	18	with	with	ADP
fis-5346	121	19	reduced	reduced	ADJ
fis-5346	121	20	stiffness	stiffness	NOUN
fis-5346	121	21	.	.	PUNCT
fis-5346	122	1	when	when	SCONJ
fis-5346	122	2	the	the	DET
fis-5346	122	3	yield	yield	NOUN
fis-5346	122	4	point	point	NOUN
fis-5346	122	5	is	be	AUX
fis-5346	122	6	reached	reach	VERB
fis-5346	122	7	,	,	PUNCT
fis-5346	122	8	the	the	DET
fis-5346	122	9	stiffness	stiffness	NOUN
fis-5346	122	10	is	be	AUX
fis-5346	122	11	greatly	greatly	ADV
fis-5346	122	12	reduced	reduce	VERB
fis-5346	122	13	and	and	CCONJ
fis-5346	122	14	significant	significant	ADJ
fis-5346	122	15	deflections	deflection	NOUN
fis-5346	122	16	occur	occur	VERB
fis-5346	122	17	.	.	PUNCT
fis-5346	123	1	for	for	ADP
fis-5346	123	2	the	the	DET
fis-5346	123	3	gfrpcomposite	gfrpcomposite	ADJ
fis-5346	123	4	concrete	concrete	ADJ
fis-5346	123	5	beams	beam	NOUN
fis-5346	123	6	,	,	PUNCT
fis-5346	123	7	the	the	DET
fis-5346	123	8	load	load	NOUN
fis-5346	123	9	deflection	deflection	NOUN
fis-5346	123	10	curves	curve	NOUN
fis-5346	123	11	at	at	ADP
fis-5346	123	12	mid	mid	NOUN
fis-5346	123	13	-	-	NOUN
fis-5346	123	14	span	span	NOUN
fis-5346	123	15	of	of	ADP
fis-5346	123	16	specimens	specimen	NOUN
fis-5346	123	17	had	have	VERB
fis-5346	123	18	a	a	DET
fis-5346	123	19	same	same	ADJ
fis-5346	123	20	behavior	behavior	NOUN
fis-5346	123	21	as	as	ADV
fis-5346	123	22	well	well	ADV
fis-5346	123	23	.	.	PUNCT
fis-5346	124	1	the	the	DET
fis-5346	124	2	curves	curve	NOUN
fis-5346	124	3	firstly	firstly	ADV
fis-5346	124	4	increased	increase	VERB
fis-5346	124	5	practically	practically	ADV
fis-5346	124	6	linearly	linearly	ADV
fis-5346	124	7	until	until	SCONJ
fis-5346	124	8	the	the	DET
fis-5346	124	9	yield	yield	NOUN
fis-5346	124	10	load	load	NOUN
fis-5346	124	11	was	be	AUX
fis-5346	124	12	reached	reach	VERB
fis-5346	124	13	.	.	PUNCT
fis-5346	125	1	then	then	ADV
fis-5346	125	2	,	,	PUNCT
fis-5346	125	3	the	the	DET
fis-5346	125	4	load	load	NOUN
fis-5346	125	5	dropped	drop	VERB
fis-5346	125	6	suddenly	suddenly	ADV
fis-5346	125	7	and	and	CCONJ
fis-5346	125	8	increased	increase	VERB
fis-5346	125	9	many	many	ADJ
fis-5346	125	10	times	time	NOUN
fis-5346	125	11	up	up	ADP
fis-5346	125	12	to	to	ADP
fis-5346	125	13	the	the	DET
fis-5346	125	14	maximum	maximum	ADJ
fis-5346	125	15	load	load	NOUN
fis-5346	125	16	,	,	PUNCT
fis-5346	125	17	which	which	PRON
fis-5346	125	18	was	be	AUX
fis-5346	125	19	followed	follow	VERB
fis-5346	125	20	by	by	ADP
fis-5346	125	21	a	a	DET
fis-5346	125	22	continuous	continuous	ADJ
fis-5346	125	23	loud	loud	ADJ
fis-5346	125	24	noise	noise	NOUN
fis-5346	125	25	produced	produce	VERB
fis-5346	125	26	by	by	ADP
fis-5346	125	27	the	the	DET
fis-5346	125	28	fracture	fracture	NOUN
fis-5346	125	29	of	of	ADP
fis-5346	125	30	the	the	DET
fis-5346	125	31	grp	grp	PROPN
fis-5346	125	32	i	i	PROPN
fis-5346	125	33	-	-	PUNCT
fis-5346	125	34	section	section	NOUN
fis-5346	125	35	and	and	CCONJ
fis-5346	125	36	the	the	DET
fis-5346	125	37	composite	composite	ADJ
fis-5346	125	38	beam	beam	NOUN
fis-5346	125	39	specimens	specimen	NOUN
fis-5346	125	40	were	be	AUX
fis-5346	125	41	stopped	stop	VERB
fis-5346	125	42	due	due	ADJ
fis-5346	125	43	to	to	ADP
fis-5346	125	44	the	the	DET
fis-5346	125	45	slip	slip	NOUN
fis-5346	125	46	that	that	PRON
fis-5346	125	47	occurred	occur	VERB
fis-5346	125	48	between	between	ADP
fis-5346	125	49	the	the	DET
fis-5346	125	50	i	i	PROPN
fis-5346	125	51	-	-	PUNCT
fis-5346	125	52	section	section	NOUN
fis-5346	125	53	and	and	CCONJ
fis-5346	125	54	the	the	DET
fis-5346	125	55	concrete	concrete	NOUN
fis-5346	125	56	.	.	PUNCT
fis-5346	126	1	it	it	PRON
fis-5346	126	2	is	be	AUX
fis-5346	126	3	also	also	ADV
fis-5346	126	4	possible	possible	ADJ
fis-5346	126	5	that	that	SCONJ
fis-5346	126	6	the	the	DET
fis-5346	126	7	shear	shear	NOUN
fis-5346	126	8	stress	stress	NOUN
fis-5346	126	9	in	in	ADP
fis-5346	126	10	an	an	DET
fis-5346	126	11	external	external	ADJ
fis-5346	126	12	gfrp	gfrp	NOUN
fis-5346	126	13	i	i	PROPN
fis-5346	126	14	-	-	PUNCT
fis-5346	126	15	section	section	NOUN
fis-5346	126	16	web	web	NOUN
fis-5346	126	17	caused	cause	VERB
fis-5346	126	18	the	the	DET
fis-5346	126	19	failure	failure	NOUN
fis-5346	126	20	,	,	PUNCT
fis-5346	126	21	as	as	SCONJ
fis-5346	126	22	was	be	AUX
fis-5346	126	23	the	the	DET
fis-5346	126	24	case	case	NOUN
fis-5346	126	25	for	for	ADP
fis-5346	126	26	specimens	specimen	NOUN
fis-5346	126	27	rc1gi	rc1gi	PROPN
fis-5346	126	28	-	-	PUNCT
fis-5346	126	29	e	e	NOUN
fis-5346	126	30	,	,	PUNCT
fis-5346	126	31	rc2gi	rc2gi	NOUN
fis-5346	126	32	-	-	PUNCT
fis-5346	126	33	e	e	ADJ
fis-5346	126	34	,	,	PUNCT
fis-5346	126	35	and	and	CCONJ
fis-5346	126	36	rc3gi	rc3gi	PROPN
fis-5346	126	37	-	-	PROPN
fis-5346	126	38	e.	e.	PROPN
fis-5346	126	39	f	f	PROPN
fis-5346	126	40	m.	m.	PROPN
fis-5346	126	41	a.	a.	PROPN
fis-5346	126	42	m.	m.	PROPN
fis-5346	126	43	khalil	khalil	PROPN
fis-5346	126	44	,	,	PUNCT
fis-5346	126	45	fracture	fracture	PROPN
fis-5346	126	46	and	and	CCONJ
fis-5346	126	47	structural	structural	ADJ
fis-5346	126	48	integrity	integrity	NOUN
fis-5346	126	49	,	,	PUNCT
fis-5346	126	50	72	72	NUM
fis-5346	126	51	(	(	PUNCT
fis-5346	126	52	2025	2025	NUM
fis-5346	126	53	)	)	PUNCT
fis-5346	126	54	193	193	NUM
fis-5346	126	55	-	-	SYM
fis-5346	126	56	210	210	NUM
fis-5346	126	57	;	;	PUNCT
fis-5346	126	58	doi	doi	NOUN
fis-5346	126	59	:	:	PUNCT
fis-5346	126	60	10.3221	10.3221	NUM
fis-5346	126	61	/	/	SYM
fis-5346	126	62	igf	igf	PROPN
fis-5346	126	63	-	-	PUNCT
fis-5346	126	64	esis.72.14	esis.72.14	PROPN
fis-5346	126	65	199	199	NUM
fis-5346	126	66	figure	figure	NOUN
fis-5346	126	67	6	6	NUM
fis-5346	126	68	:	:	PUNCT
fis-5346	126	69	failure	failure	NOUN
fis-5346	126	70	modes	mode	NOUN
fis-5346	126	71	of	of	ADP
fis-5346	126	72	tested	test	VERB
fis-5346	126	73	beams	beam	NOUN
fis-5346	126	74	:	:	PUNCT
fis-5346	126	75	a	a	X
fis-5346	126	76	)	)	PUNCT
fis-5346	126	77	rc1	rc1	NOUN
fis-5346	126	78	,	,	PUNCT
fis-5346	126	79	b	b	NOUN
fis-5346	126	80	)	)	PUNCT
fis-5346	126	81	rc1gi	rc1gi	PROPN
fis-5346	126	82	-	-	PUNCT
fis-5346	126	83	i	i	PROPN
fis-5346	126	84	,	,	PUNCT
fis-5346	126	85	c	c	NOUN
fis-5346	126	86	)	)	PUNCT
fis-5346	126	87	rc1gi	rc1gi	NOUN
fis-5346	126	88	-	-	PUNCT
fis-5346	126	89	e	e	NOUN
fis-5346	126	90	,	,	PUNCT
fis-5346	126	91	d	d	NOUN
fis-5346	126	92	)	)	PUNCT
fis-5346	126	93	rc1gi	rc1gi	NOUN
fis-5346	126	94	-	-	PUNCT
fis-5346	126	95	i	i	PROPN
fis-5346	126	96	-	-	PUNCT
fis-5346	126	97	f	f	PROPN
fis-5346	126	98	,	,	PUNCT
fis-5346	126	99	e	e	NOUN
fis-5346	126	100	)	)	PUNCT
fis-5346	126	101	rc2	rc2	PROPN
fis-5346	126	102	,	,	PUNCT
fis-5346	126	103	f	f	X
fis-5346	126	104	)	)	PUNCT
fis-5346	126	105	rc2gi	rc2gi	NOUN
fis-5346	126	106	-	-	PUNCT
fis-5346	126	107	i	i	PRON
fis-5346	126	108	,	,	PUNCT
fis-5346	126	109	g	g	NOUN
fis-5346	126	110	)	)	PUNCT
fis-5346	126	111	rc2gi	rc2gi	NOUN
fis-5346	126	112	-	-	PUNCT
fis-5346	126	113	e	e	NOUN
fis-5346	126	114	,	,	PUNCT
fis-5346	126	115	h	h	NOUN
fis-5346	126	116	)	)	PUNCT
fis-5346	126	117	rc2gi	rc2gi	NOUN
fis-5346	126	118	-	-	PROPN
fis-5346	126	119	i	i	PRON
fis-5346	126	120	-	-	PUNCT
fis-5346	126	121	f	f	PROPN
fis-5346	126	122	,	,	PUNCT
fis-5346	126	123	i	i	PROPN
fis-5346	126	124	)	)	PUNCT
fis-5346	126	125	rc3	rc3	PROPN
fis-5346	126	126	,	,	PUNCT
fis-5346	126	127	j	j	NOUN
fis-5346	126	128	)	)	PUNCT
fis-5346	126	129	rc3gi	rc3gi	PROPN
fis-5346	126	130	-	-	PUNCT
fis-5346	126	131	i	i	PROPN
fis-5346	126	132	,	,	PUNCT
fis-5346	126	133	k	k	NOUN
fis-5346	126	134	)	)	PUNCT
fis-5346	126	135	rc3gi	rc3gi	NOUN
fis-5346	126	136	-	-	PUNCT
fis-5346	126	137	e	e	NOUN
fis-5346	126	138	,	,	PUNCT
fis-5346	126	139	l	l	NOUN
fis-5346	126	140	)	)	PUNCT
fis-5346	126	141	rc3gi	rc3gi	PROPN
fis-5346	126	142	-	-	PUNCT
fis-5346	126	143	i	i	PROPN
fis-5346	126	144	-	-	PROPN
fis-5346	126	145	f.	f.	PROPN
fis-5346	126	146	a	a	PRON
fis-5346	126	147	)	)	PUNCT
fis-5346	126	148	beam	beam	NOUN
fis-5346	126	149	height	height	NOUN
fis-5346	126	150	300	300	NUM
fis-5346	126	151	mm	mm	NOUN
fis-5346	126	152	b	b	NOUN
fis-5346	126	153	)	)	PUNCT
fis-5346	126	154	beam	beam	NOUN
fis-5346	126	155	height	height	NOUN
fis-5346	126	156	400	400	NUM
fis-5346	126	157	mm	mm	PROPN
fis-5346	126	158	m.	m.	NOUN
fis-5346	126	159	a.	a.	PROPN
fis-5346	126	160	m.	m.	PROPN
fis-5346	126	161	khalil	khalil	PROPN
fis-5346	126	162	,	,	PUNCT
fis-5346	126	163	fracture	fracture	PROPN
fis-5346	126	164	and	and	CCONJ
fis-5346	126	165	structural	structural	ADJ
fis-5346	126	166	integrity	integrity	NOUN
fis-5346	126	167	,	,	PUNCT
fis-5346	126	168	72	72	NUM
fis-5346	126	169	(	(	PUNCT
fis-5346	126	170	2025	2025	NUM
fis-5346	126	171	)	)	PUNCT
fis-5346	126	172	193	193	NUM
fis-5346	126	173	-	-	SYM
fis-5346	126	174	210	210	NUM
fis-5346	126	175	;	;	PUNCT
fis-5346	126	176	doi	doi	NOUN
fis-5346	126	177	:	:	PUNCT
fis-5346	126	178	10.3221	10.3221	NUM
fis-5346	126	179	/	/	SYM
fis-5346	126	180	igf	igf	PROPN
fis-5346	126	181	-	-	PUNCT
fis-5346	126	182	esis.72.14	esis.72.14	PROPN
fis-5346	126	183	200	200	NUM
fis-5346	126	184	c	c	NOUN
fis-5346	126	185	)	)	PUNCT
fis-5346	126	186	beam	beam	NOUN
fis-5346	126	187	height	height	NOUN
fis-5346	126	188	500	500	NUM
fis-5346	126	189	mm	mm	NOUN
fis-5346	126	190	figure	figure	NOUN
fis-5346	126	191	7	7	NUM
fis-5346	126	192	:	:	PUNCT
fis-5346	126	193	the	the	DET
fis-5346	126	194	load	load	NOUN
fis-5346	126	195	-	-	PUNCT
fis-5346	126	196	deflection	deflection	NOUN
fis-5346	126	197	curves	curve	NOUN
fis-5346	126	198	for	for	ADP
fis-5346	126	199	beams	beam	NOUN
fis-5346	126	200	.	.	PUNCT
fis-5346	127	1	the	the	DET
fis-5346	127	2	comparison	comparison	NOUN
fis-5346	127	3	between	between	ADP
fis-5346	127	4	the	the	DET
fis-5346	127	5	conventional	conventional	ADJ
fis-5346	127	6	and	and	CCONJ
fis-5346	127	7	the	the	DET
fis-5346	127	8	composite	composite	ADJ
fis-5346	127	9	i	i	NOUN
fis-5346	127	10	-	-	PUNCT
fis-5346	127	11	section	section	NOUN
fis-5346	127	12	reinforced	reinforce	VERB
fis-5346	127	13	beam	beam	NOUN
fis-5346	127	14	shows	show	VERB
fis-5346	127	15	that	that	SCONJ
fis-5346	127	16	composite	composite	ADJ
fis-5346	127	17	beams	beam	NOUN
fis-5346	127	18	have	have	VERB
fis-5346	127	19	much	much	ADV
fis-5346	127	20	more	more	ADJ
fis-5346	127	21	strength	strength	NOUN
fis-5346	127	22	and	and	CCONJ
fis-5346	127	23	stiffness	stiffness	NOUN
fis-5346	127	24	than	than	ADP
fis-5346	127	25	conventional	conventional	ADJ
fis-5346	127	26	beams	beam	NOUN
fis-5346	127	27	.	.	PUNCT
fis-5346	128	1	however	however	ADV
fis-5346	128	2	,	,	PUNCT
fis-5346	128	3	the	the	DET
fis-5346	128	4	ultimate	ultimate	ADJ
fis-5346	128	5	load	load	NOUN
fis-5346	128	6	of	of	ADP
fis-5346	128	7	the	the	DET
fis-5346	128	8	beams	beam	NOUN
fis-5346	128	9	exposed	expose	VERB
fis-5346	128	10	to	to	ADP
fis-5346	128	11	fire	fire	NOUN
fis-5346	128	12	is	be	AUX
fis-5346	128	13	not	not	PART
fis-5346	128	14	significantly	significantly	ADV
fis-5346	128	15	different	different	ADJ
fis-5346	128	16	from	from	ADP
fis-5346	128	17	that	that	PRON
fis-5346	128	18	of	of	ADP
fis-5346	128	19	the	the	DET
fis-5346	128	20	composite	composite	ADJ
fis-5346	128	21	beams	beam	NOUN
fis-5346	128	22	without	without	ADP
fis-5346	128	23	fire	fire	NOUN
fis-5346	128	24	exposure	exposure	NOUN
fis-5346	128	25	.	.	PUNCT
fis-5346	129	1	load	load	NOUN
fis-5346	129	2	strain	strain	NOUN
fis-5346	129	3	curves	curve	NOUN
fis-5346	129	4	the	the	DET
fis-5346	129	5	measured	measured	ADJ
fis-5346	129	6	load	load	NOUN
fis-5346	129	7	-	-	PUNCT
fis-5346	129	8	strain	strain	NOUN
fis-5346	129	9	curves	curve	NOUN
fis-5346	129	10	for	for	ADP
fis-5346	129	11	the	the	DET
fis-5346	129	12	composite	composite	ADJ
fis-5346	129	13	and	and	CCONJ
fis-5346	129	14	strengthened	strengthen	VERB
fis-5346	129	15	beams	beam	NOUN
fis-5346	129	16	are	be	AUX
fis-5346	129	17	shown	show	VERB
fis-5346	129	18	in	in	ADP
fis-5346	129	19	fig	fig	NOUN
fis-5346	129	20	.	.	PUNCT
fis-5346	130	1	(	(	PUNCT
fis-5346	130	2	8	8	NUM
fis-5346	130	3	&	&	CCONJ
fis-5346	130	4	9	9	NUM
fis-5346	130	5	)	)	PUNCT
fis-5346	130	6	.	.	PUNCT
fis-5346	131	1	during	during	ADP
fis-5346	131	2	the	the	DET
fis-5346	131	3	precracking	precracking	NOUN
fis-5346	131	4	stage	stage	NOUN
fis-5346	131	5	,	,	PUNCT
fis-5346	131	6	all	all	DET
fis-5346	131	7	the	the	DET
fis-5346	131	8	bottom	bottom	ADJ
fis-5346	131	9	reinforcement	reinforcement	NOUN
fis-5346	131	10	bars	bar	NOUN
fis-5346	131	11	and	and	CCONJ
fis-5346	131	12	the	the	DET
fis-5346	131	13	gfrp	gfrp	PROPN
fis-5346	131	14	i	i	PROPN
fis-5346	131	15	-	-	PUNCT
fis-5346	131	16	section	section	NOUN
fis-5346	131	17	recorded	record	VERB
fis-5346	131	18	low	low	ADJ
fis-5346	131	19	strains	strain	NOUN
fis-5346	131	20	.	.	PUNCT
fis-5346	132	1	once	once	ADV
fis-5346	132	2	yielding	yield	VERB
fis-5346	132	3	had	have	AUX
fis-5346	132	4	occurred	occur	VERB
fis-5346	132	5	,	,	PUNCT
fis-5346	132	6	there	there	PRON
fis-5346	132	7	was	be	VERB
fis-5346	132	8	a	a	DET
fis-5346	132	9	sudden	sudden	ADJ
fis-5346	132	10	increase	increase	NOUN
fis-5346	132	11	in	in	ADP
fis-5346	132	12	the	the	DET
fis-5346	132	13	rate	rate	NOUN
fis-5346	132	14	of	of	ADP
fis-5346	132	15	strain	strain	ADJ
fis-5346	132	16	development	development	NOUN
fis-5346	132	17	in	in	ADP
fis-5346	132	18	the	the	DET
fis-5346	132	19	steel	steel	NOUN
fis-5346	132	20	reinforcement	reinforcement	NOUN
fis-5346	132	21	bars	bar	NOUN
fis-5346	132	22	and	and	CCONJ
fis-5346	132	23	gfrp	gfrp	PROPN
fis-5346	132	24	isection	isection	NOUN
fis-5346	132	25	.	.	PUNCT
fis-5346	133	1	in	in	ADP
fis-5346	133	2	general	general	ADJ
fis-5346	133	3	,	,	PUNCT
fis-5346	133	4	the	the	DET
fis-5346	133	5	maximum	maximum	ADJ
fis-5346	133	6	strain	strain	NOUN
fis-5346	133	7	in	in	ADP
fis-5346	133	8	the	the	DET
fis-5346	133	9	steel	steel	NOUN
fis-5346	133	10	bars	bar	NOUN
fis-5346	133	11	reached	reach	VERB
fis-5346	133	12	more	more	ADJ
fis-5346	133	13	than	than	ADP
fis-5346	133	14	the	the	DET
fis-5346	133	15	yielding	yield	VERB
fis-5346	133	16	strain	strain	NOUN
fis-5346	133	17	.	.	PUNCT
fis-5346	134	1	the	the	DET
fis-5346	134	2	strain	strain	NOUN
fis-5346	134	3	measured	measure	VERB
fis-5346	134	4	in	in	ADP
fis-5346	134	5	the	the	DET
fis-5346	134	6	bottom	bottom	NOUN
fis-5346	134	7	and	and	CCONJ
fis-5346	134	8	top	top	ADJ
fis-5346	134	9	gfrp	gfrp	PROPN
fis-5346	134	10	i	i	PROPN
fis-5346	134	11	-	-	PUNCT
fis-5346	134	12	section	section	NOUN
fis-5346	134	13	,	,	PUNCT
fis-5346	134	14	remained	remain	VERB
fis-5346	134	15	less	less	ADJ
fis-5346	134	16	than	than	ADP
fis-5346	134	17	the	the	DET
fis-5346	134	18	yield	yield	NOUN
fis-5346	134	19	strain	strain	NOUN
fis-5346	134	20	in	in	ADP
fis-5346	134	21	bottom	bottom	ADJ
fis-5346	134	22	steel	steel	NOUN
fis-5346	134	23	bars	bar	NOUN
fis-5346	134	24	,	,	PUNCT
fis-5346	134	25	according	accord	VERB
fis-5346	134	26	to	to	ADP
fis-5346	134	27	its	its	PRON
fis-5346	134	28	location	location	NOUN
fis-5346	134	29	and	and	CCONJ
fis-5346	134	30	distance	distance	NOUN
fis-5346	134	31	from	from	ADP
fis-5346	134	32	the	the	DET
fis-5346	134	33	neutral	neutral	ADJ
fis-5346	134	34	axis	axis	NOUN
fis-5346	134	35	of	of	ADP
fis-5346	134	36	the	the	DET
fis-5346	134	37	composite	composite	ADJ
fis-5346	134	38	section	section	NOUN
fis-5346	134	39	.	.	PUNCT
fis-5346	135	1	the	the	DET
fis-5346	135	2	strain	strain	NOUN
fis-5346	135	3	measured	measure	VERB
fis-5346	135	4	in	in	ADP
fis-5346	135	5	the	the	DET
fis-5346	135	6	upper	upper	ADJ
fis-5346	135	7	flange	flange	NOUN
fis-5346	135	8	of	of	ADP
fis-5346	135	9	gfrp	gfrp	PROPN
fis-5346	135	10	i	i	PROPN
fis-5346	135	11	-	-	PUNCT
fis-5346	135	12	section	section	NOUN
fis-5346	135	13	of	of	ADP
fis-5346	135	14	strengthened	strengthen	VERB
fis-5346	135	15	beams	beam	NOUN
fis-5346	135	16	decreased	decrease	VERB
fis-5346	135	17	to	to	ADP
fis-5346	135	18	half	half	DET
fis-5346	135	19	the	the	DET
fis-5346	135	20	value	value	NOUN
fis-5346	135	21	of	of	ADP
fis-5346	135	22	the	the	DET
fis-5346	135	23	strain	strain	NOUN
fis-5346	135	24	in	in	ADP
fis-5346	135	25	the	the	DET
fis-5346	135	26	tensile	tensile	NOUN
fis-5346	135	27	steel	steel	NOUN
fis-5346	135	28	as	as	ADP
fis-5346	135	29	a	a	DET
fis-5346	135	30	result	result	NOUN
fis-5346	135	31	of	of	ADP
fis-5346	135	32	sliding	slide	VERB
fis-5346	135	33	between	between	ADP
fis-5346	135	34	the	the	DET
fis-5346	135	35	two	two	NUM
fis-5346	135	36	surfaces	surface	NOUN
fis-5346	135	37	,	,	PUNCT
fis-5346	135	38	concrete	concrete	NOUN
fis-5346	135	39	and	and	CCONJ
fis-5346	135	40	gfrp	gfrp	PROPN
fis-5346	135	41	i	i	PROPN
fis-5346	135	42	-	-	PUNCT
fis-5346	135	43	section	section	NOUN
fis-5346	135	44	,	,	PUNCT
fis-5346	135	45	while	while	SCONJ
fis-5346	135	46	it	it	PRON
fis-5346	135	47	was	be	AUX
fis-5346	135	48	equal	equal	ADJ
fis-5346	135	49	to	to	ADP
fis-5346	135	50	the	the	DET
fis-5346	135	51	value	value	NOUN
fis-5346	135	52	of	of	ADP
fis-5346	135	53	the	the	DET
fis-5346	135	54	strain	strain	NOUN
fis-5346	135	55	in	in	ADP
fis-5346	135	56	the	the	DET
fis-5346	135	57	tensile	tensile	NOUN
fis-5346	135	58	steel	steel	NOUN
fis-5346	135	59	bars	bar	NOUN
fis-5346	135	60	in	in	ADP
fis-5346	135	61	the	the	DET
fis-5346	135	62	lower	low	ADJ
fis-5346	135	63	flange	flange	NOUN
fis-5346	135	64	.	.	PUNCT
fis-5346	136	1	a	a	DET
fis-5346	136	2	)	)	PUNCT
fis-5346	136	3	beam	beam	NOUN
fis-5346	136	4	height	height	NOUN
fis-5346	136	5	300	300	NUM
fis-5346	136	6	mm	mm	NOUN
fis-5346	136	7	b	b	NOUN
fis-5346	136	8	)	)	PUNCT
fis-5346	136	9	beam	beam	NOUN
fis-5346	136	10	height	height	NOUN
fis-5346	136	11	400	400	NUM
fis-5346	136	12	mm	mm	PROPN
fis-5346	136	13	m.	m.	NOUN
fis-5346	136	14	a.	a.	PROPN
fis-5346	136	15	m.	m.	PROPN
fis-5346	136	16	khalil	khalil	PROPN
fis-5346	136	17	,	,	PUNCT
fis-5346	136	18	fracture	fracture	PROPN
fis-5346	136	19	and	and	CCONJ
fis-5346	136	20	structural	structural	ADJ
fis-5346	136	21	integrity	integrity	NOUN
fis-5346	136	22	,	,	PUNCT
fis-5346	136	23	72	72	NUM
fis-5346	136	24	(	(	PUNCT
fis-5346	136	25	2025	2025	NUM
fis-5346	136	26	)	)	PUNCT
fis-5346	136	27	193	193	NUM
fis-5346	136	28	-	-	SYM
fis-5346	136	29	210	210	NUM
fis-5346	136	30	;	;	PUNCT
fis-5346	136	31	doi	doi	NOUN
fis-5346	136	32	:	:	PUNCT
fis-5346	136	33	10.3221	10.3221	NUM
fis-5346	136	34	/	/	SYM
fis-5346	136	35	igf	igf	PROPN
fis-5346	136	36	-	-	PUNCT
fis-5346	136	37	esis.72.14	esis.72.14	PROPN
fis-5346	136	38	201	201	NUM
fis-5346	136	39	c	c	NOUN
fis-5346	136	40	)	)	PUNCT
fis-5346	136	41	beam	beam	NOUN
fis-5346	136	42	height	height	NOUN
fis-5346	136	43	500	500	NUM
fis-5346	136	44	mm	mm	NOUN
fis-5346	136	45	figure	figure	NOUN
fis-5346	136	46	8	8	NUM
fis-5346	136	47	:	:	PUNCT
fis-5346	136	48	the	the	DET
fis-5346	136	49	load	load	NOUN
fis-5346	136	50	-	-	PUNCT
fis-5346	136	51	strain	strain	NOUN
fis-5346	136	52	curves	curve	NOUN
fis-5346	136	53	for	for	ADP
fis-5346	136	54	composite	composite	ADJ
fis-5346	136	55	beams	beam	NOUN
fis-5346	136	56	.	.	PUNCT
fis-5346	137	1	a	a	DET
fis-5346	137	2	)	)	PUNCT
fis-5346	137	3	beam	beam	NOUN
fis-5346	137	4	height	height	NOUN
fis-5346	137	5	300	300	NUM
fis-5346	137	6	mm	mm	NOUN
fis-5346	137	7	b	b	NOUN
fis-5346	137	8	)	)	PUNCT
fis-5346	137	9	beam	beam	NOUN
fis-5346	137	10	height	height	NOUN
fis-5346	138	1	400	400	NUM
fis-5346	138	2	mm	mm	NOUN
fis-5346	138	3	c	c	NOUN
fis-5346	138	4	)	)	PUNCT
fis-5346	138	5	beam	beam	NOUN
fis-5346	138	6	height	height	NOUN
fis-5346	138	7	500	500	NUM
fis-5346	138	8	mm	mm	NOUN
fis-5346	138	9	figure	figure	NOUN
fis-5346	138	10	9	9	NUM
fis-5346	138	11	:	:	PUNCT
fis-5346	138	12	the	the	DET
fis-5346	138	13	load	load	NOUN
fis-5346	138	14	-	-	PUNCT
fis-5346	138	15	strain	strain	NOUN
fis-5346	138	16	curves	curve	NOUN
fis-5346	138	17	for	for	ADP
fis-5346	138	18	strengthened	strengthened	ADJ
fis-5346	138	19	beams	beam	NOUN
fis-5346	138	20	.	.	PUNCT
fis-5346	139	1	the	the	DET
fis-5346	139	2	ultimate	ultimate	ADJ
fis-5346	139	3	load	load	NOUN
fis-5346	139	4	and	and	CCONJ
fis-5346	139	5	the	the	DET
fis-5346	139	6	corresponding	correspond	VERB
fis-5346	139	7	deflection	deflection	NOUN
fis-5346	139	8	the	the	DET
fis-5346	139	9	ultimate	ultimate	ADJ
fis-5346	139	10	loads	load	NOUN
fis-5346	139	11	and	and	CCONJ
fis-5346	139	12	corresponding	correspond	VERB
fis-5346	139	13	mid	mid	ADJ
fis-5346	139	14	-	-	ADJ
fis-5346	139	15	span	span	ADJ
fis-5346	139	16	vertical	vertical	ADJ
fis-5346	139	17	deflections	deflection	NOUN
fis-5346	139	18	are	be	AUX
fis-5346	139	19	summarized	summarize	VERB
fis-5346	139	20	in	in	ADP
fis-5346	139	21	tab	tab	NOUN
fis-5346	139	22	.	.	PUNCT
fis-5346	140	1	4	4	X
fis-5346	140	2	.	.	PUNCT
fis-5346	141	1	the	the	DET
fis-5346	141	2	results	result	NOUN
fis-5346	141	3	show	show	VERB
fis-5346	141	4	that	that	SCONJ
fis-5346	141	5	the	the	DET
fis-5346	141	6	composite	composite	ADJ
fis-5346	141	7	reinforced	reinforce	VERB
fis-5346	141	8	beams	beam	NOUN
fis-5346	141	9	with	with	ADP
fis-5346	141	10	internal	internal	ADJ
fis-5346	141	11	or	or	CCONJ
fis-5346	141	12	external	external	ADJ
fis-5346	141	13	gfrp	gfrp	NOUN
fis-5346	141	14	i	i	PROPN
fis-5346	141	15	-	-	PUNCT
fis-5346	141	16	section	section	NOUN
fis-5346	141	17	achieved	achieve	VERB
fis-5346	141	18	162	162	NUM
fis-5346	141	19	%	%	NOUN
fis-5346	141	20	to	to	ADP
fis-5346	141	21	213	213	NUM
fis-5346	141	22	%	%	NOUN
fis-5346	141	23	of	of	ADP
fis-5346	141	24	the	the	DET
fis-5346	141	25	capacity	capacity	NOUN
fis-5346	141	26	of	of	ADP
fis-5346	141	27	the	the	DET
fis-5346	141	28	conventional	conventional	ADJ
fis-5346	141	29	r.c	r.c	PROPN
fis-5346	141	30	beams	beam	NOUN
fis-5346	141	31	.	.	PUNCT
fis-5346	142	1	the	the	DET
fis-5346	142	2	composite	composite	ADJ
fis-5346	142	3	reinforced	reinforce	VERB
fis-5346	142	4	beams	beam	NOUN
fis-5346	142	5	with	with	ADP
fis-5346	142	6	internal	internal	ADJ
fis-5346	142	7	gfrp	gfrp	PROPN
fis-5346	142	8	i	i	PROPN
fis-5346	142	9	-	-	PUNCT
fis-5346	142	10	section	section	NOUN
fis-5346	142	11	exposed	expose	VERB
fis-5346	142	12	to	to	ADP
fis-5346	142	13	firing	firing	NOUN
fis-5346	142	14	achieved	achieve	VERB
fis-5346	142	15	84	84	NUM
fis-5346	142	16	%	%	NOUN
fis-5346	142	17	to	to	PART
fis-5346	142	18	98	98	NUM
fis-5346	142	19	%	%	NOUN
fis-5346	142	20	of	of	ADP
fis-5346	142	21	the	the	DET
fis-5346	142	22	capacity	capacity	NOUN
fis-5346	142	23	of	of	ADP
fis-5346	142	24	the	the	DET
fis-5346	142	25	composite	composite	ADJ
fis-5346	142	26	r.c	r.c	PROPN
fis-5346	142	27	beams	beam	NOUN
fis-5346	142	28	with	with	ADP
fis-5346	142	29	internal	internal	ADJ
fis-5346	142	30	gfrp	gfrp	PROPN
fis-5346	142	31	i	i	PROPN
fis-5346	142	32	-	-	PUNCT
fis-5346	142	33	section	section	NOUN
fis-5346	142	34	without	without	ADP
fis-5346	142	35	firing	fire	VERB
fis-5346	142	36	.	.	PUNCT
fis-5346	143	1	in	in	ADP
fis-5346	143	2	fig	fig	NOUN
fis-5346	143	3	.	.	PUNCT
fis-5346	144	1	9	9	NUM
fis-5346	144	2	,	,	PUNCT
fis-5346	144	3	the	the	DET
fis-5346	144	4	highest	high	ADJ
fis-5346	144	5	ultimate	ultimate	ADJ
fis-5346	144	6	load	load	NOUN
fis-5346	144	7	value	value	NOUN
fis-5346	144	8	was	be	AUX
fis-5346	144	9	for	for	ADP
fis-5346	144	10	the	the	DET
fis-5346	144	11	composite	composite	ADJ
fis-5346	144	12	reinforced	reinforce	VERB
fis-5346	144	13	concrete	concrete	ADJ
fis-5346	144	14	beams	beam	NOUN
fis-5346	144	15	with	with	ADP
fis-5346	144	16	internal	internal	ADJ
fis-5346	144	17	gfrp	gfrp	PROPN
fis-5346	144	18	isection	isection	NOUN
fis-5346	144	19	and	and	CCONJ
fis-5346	144	20	the	the	DET
fis-5346	144	21	lowest	low	ADJ
fis-5346	144	22	ultimate	ultimate	ADJ
fis-5346	144	23	load	load	NOUN
fis-5346	144	24	value	value	NOUN
fis-5346	144	25	was	be	AUX
fis-5346	144	26	for	for	ADP
fis-5346	144	27	the	the	DET
fis-5346	144	28	composite	composite	ADJ
fis-5346	144	29	beam	beam	NOUN
fis-5346	144	30	of	of	ADP
fis-5346	144	31	500	500	NUM
fis-5346	144	32	mm	mm	NOUN
fis-5346	144	33	height	height	NOUN
fis-5346	144	34	exposed	expose	VERB
fis-5346	144	35	to	to	ADP
fis-5346	144	36	fire	fire	NOUN
fis-5346	144	37	.	.	PUNCT
fis-5346	145	1	m.	m.	NOUN
fis-5346	145	2	a.	a.	PROPN
fis-5346	145	3	m.	m.	PROPN
fis-5346	145	4	khalil	khalil	PROPN
fis-5346	145	5	,	,	PUNCT
fis-5346	145	6	fracture	fracture	PROPN
fis-5346	145	7	and	and	CCONJ
fis-5346	145	8	structural	structural	ADJ
fis-5346	145	9	integrity	integrity	NOUN
fis-5346	145	10	,	,	PUNCT
fis-5346	145	11	72	72	NUM
fis-5346	145	12	(	(	PUNCT
fis-5346	145	13	2025	2025	NUM
fis-5346	145	14	)	)	PUNCT
fis-5346	145	15	193	193	NUM
fis-5346	145	16	-	-	SYM
fis-5346	145	17	210	210	NUM
fis-5346	145	18	;	;	PUNCT
fis-5346	145	19	doi	doi	NOUN
fis-5346	145	20	:	:	PUNCT
fis-5346	145	21	10.3221	10.3221	NUM
fis-5346	145	22	/	/	SYM
fis-5346	145	23	igf	igf	PROPN
fis-5346	145	24	-	-	PUNCT
fis-5346	145	25	esis.72.14	esis.72.14	PROPN
fis-5346	145	26	202	202	NUM
fis-5346	145	27	beam	beam	NOUN
fis-5346	145	28	thickness	thickness	NOUN
fis-5346	145	29	(	(	PUNCT
fis-5346	145	30	mm	mm	NOUN
fis-5346	145	31	)	)	PUNCT
fis-5346	145	32	specimens	specimens	PROPN
fis-5346	145	33	code	code	VERB
fis-5346	145	34	ultimate	ultimate	ADJ
fis-5346	145	35	load	load	NOUN
fis-5346	145	36	(	(	PUNCT
fis-5346	145	37	kn	kn	NOUN
fis-5346	145	38	)	)	PUNCT
fis-5346	145	39	vertical	vertical	ADJ
fis-5346	145	40	deflection	deflection	NOUN
fis-5346	145	41	(	(	PUNCT
fis-5346	145	42	mm	mm	NOUN
fis-5346	145	43	)	)	PUNCT
fis-5346	145	44	pu	pu	PROPN
fis-5346	145	45	/	/	SYM
fis-5346	145	46	pu	pu	PROPN
fis-5346	145	47	ctrl	ctrl	PROPN
fis-5346	145	48	δ	δ	PROPN
fis-5346	145	49	/	/	SYM
fis-5346	145	50	δ	δ	PROPN
fis-5346	145	51	ctrl	ctrl	VERB
fis-5346	145	52	300	300	NUM
fis-5346	145	53	rc1	rc1	NOUN
fis-5346	145	54	131.61	131.61	NUM
fis-5346	145	55	49.10	49.10	NUM
fis-5346	145	56	1.00	1.00	NUM
fis-5346	145	57	1.00	1.00	NUM
fis-5346	145	58	rc1gi	rc1gi	NOUN
fis-5346	145	59	-	-	PUNCT
fis-5346	145	60	i	i	PROPN
fis-5346	145	61	224.86	224.86	NUM
fis-5346	145	62	17.60	17.60	NUM
fis-5346	145	63	1.71	1.71	NUM
fis-5346	145	64	0.36	0.36	NUM
fis-5346	145	65	rc1gi	rc1gi	NOUN
fis-5346	145	66	-	-	PUNCT
fis-5346	145	67	e	e	NOUN
fis-5346	145	68	261.19	261.19	NUM
fis-5346	145	69	17.93	17.93	NUM
fis-5346	145	70	1.98	1.98	NUM
fis-5346	145	71	0.37	0.37	NUM
fis-5346	145	72	rc1gi	rc1gi	NOUN
fis-5346	145	73	-	-	PUNCT
fis-5346	145	74	i	i	PROPN
fis-5346	145	75	-	-	PROPN
fis-5346	145	76	f	f	PROPN
fis-5346	145	77	212.16	212.16	NUM
fis-5346	145	78	24.17	24.17	NUM
fis-5346	145	79	0.94	0.94	NUM
fis-5346	145	80	1.37	1.37	NUM
fis-5346	145	81	400	400	NUM
fis-5346	145	82	rc2	rc2	PROPN
fis-5346	145	83	175.82	175.82	NUM
fis-5346	145	84	35.22	35.22	NUM
fis-5346	145	85	1.00	1.00	NUM
fis-5346	145	86	1.00	1.00	NUM
fis-5346	145	87	rc2gi	rc2gi	NOUN
fis-5346	145	88	-	-	PUNCT
fis-5346	145	89	i	i	PRON
fis-5346	145	90	284.06	284.06	NUM
fis-5346	145	91	29.22	29.22	NUM
fis-5346	145	92	1.62	1.62	NUM
fis-5346	145	93	0.83	0.83	NUM
fis-5346	145	94	rc2gi	rc2gi	NOUN
fis-5346	145	95	-	-	PUNCT
fis-5346	145	96	e	e	ADP
fis-5346	145	97	287.36	287.36	NUM
fis-5346	145	98	10.68	10.68	NUM
fis-5346	145	99	1.63	1.63	NUM
fis-5346	145	100	0.30	0.30	NUM
fis-5346	145	101	rc2gi	rc2gi	NOUN
fis-5346	145	102	-	-	PROPN
fis-5346	145	103	i	i	PROPN
fis-5346	145	104	-	-	PUNCT
fis-5346	145	105	f	f	PROPN
fis-5346	145	106	278.98	278.98	NUM
fis-5346	145	107	34.00	34.00	NUM
fis-5346	145	108	0.98	0.98	NUM
fis-5346	145	109	1.16	1.16	NUM
fis-5346	145	110	500	500	NUM
fis-5346	145	111	rc3	rc3	NOUN
fis-5346	145	112	216.48	216.48	NUM
fis-5346	145	113	31.40	31.40	NUM
fis-5346	145	114	1.00	1.00	NUM
fis-5346	145	115	1.00	1.00	NUM
fis-5346	145	116	rc3gi	rc3gi	NOUN
fis-5346	145	117	-	-	PUNCT
fis-5346	145	118	i	i	PRON
fis-5346	145	119	461.92	461.92	NUM
fis-5346	145	120	16.47	16.47	NUM
fis-5346	145	121	2.13	2.13	NUM
fis-5346	145	122	0.52	0.52	NUM
fis-5346	145	123	rc3gi	rc3gi	NOUN
fis-5346	145	124	-	-	PUNCT
fis-5346	145	125	e	e	NOUN
fis-5346	145	126	405.51	405.51	NUM
fis-5346	145	127	12.61	12.61	NUM
fis-5346	145	128	1.87	1.87	NUM
fis-5346	145	129	0.40	0.40	NUM
fis-5346	145	130	rc3gi	rc3gi	NOUN
fis-5346	145	131	-	-	PUNCT
fis-5346	145	132	i	i	NOUN
fis-5346	145	133	-	-	PUNCT
fis-5346	145	134	f	f	PROPN
fis-5346	145	135	388.23	388.23	NUM
fis-5346	145	136	22.65	22.65	NUM
fis-5346	145	137	0.84	0.84	NUM
fis-5346	145	138	1.38	1.38	NUM
fis-5346	145	139	table	table	NOUN
fis-5346	145	140	4	4	NUM
fis-5346	145	141	:	:	PUNCT
fis-5346	145	142	the	the	DET
fis-5346	145	143	experimental	experimental	ADJ
fis-5346	145	144	results	result	NOUN
fis-5346	145	145	.	.	PUNCT
fis-5346	146	1	figure	figure	VERB
fis-5346	146	2	10	10	NUM
fis-5346	146	3	:	:	PUNCT
fis-5346	146	4	the	the	DET
fis-5346	146	5	ultimate	ultimate	ADJ
fis-5346	146	6	load	load	NOUN
fis-5346	146	7	for	for	ADP
fis-5346	146	8	all	all	DET
fis-5346	146	9	specimens	specimen	NOUN
fis-5346	146	10	compared	compare	VERB
fis-5346	146	11	with	with	ADP
fis-5346	146	12	conventional	conventional	ADJ
fis-5346	146	13	beams	beam	NOUN
fis-5346	146	14	as	as	SCONJ
fis-5346	146	15	shown	show	VERB
fis-5346	146	16	in	in	ADP
fis-5346	146	17	tab	tab	NOUN
fis-5346	146	18	.	.	PUNCT
fis-5346	147	1	4	4	NUM
fis-5346	147	2	,	,	PUNCT
fis-5346	147	3	for	for	ADP
fis-5346	147	4	all	all	DET
fis-5346	147	5	groups	group	NOUN
fis-5346	147	6	,	,	PUNCT
fis-5346	147	7	the	the	DET
fis-5346	147	8	maximum	maximum	ADJ
fis-5346	147	9	vertical	vertical	ADJ
fis-5346	147	10	deflection	deflection	NOUN
fis-5346	147	11	of	of	ADP
fis-5346	147	12	the	the	DET
fis-5346	147	13	composite	composite	ADJ
fis-5346	147	14	beams	beam	NOUN
fis-5346	147	15	with	with	ADP
fis-5346	147	16	gfrp	gfrp	PROPN
fis-5346	147	17	i	i	PROPN
fis-5346	147	18	-	-	PUNCT
fis-5346	147	19	section	section	NOUN
fis-5346	147	20	was	be	AUX
fis-5346	147	21	smaller	small	ADJ
fis-5346	147	22	than	than	ADP
fis-5346	147	23	that	that	PRON
fis-5346	147	24	of	of	ADP
fis-5346	147	25	the	the	DET
fis-5346	147	26	conventional	conventional	ADJ
fis-5346	147	27	beams	beam	NOUN
fis-5346	147	28	.	.	PUNCT
fis-5346	148	1	for	for	ADP
fis-5346	148	2	300	300	NUM
fis-5346	148	3	mm	mm	NOUN
fis-5346	148	4	composite	composite	ADJ
fis-5346	148	5	beams	beam	NOUN
fis-5346	148	6	height	height	NOUN
fis-5346	148	7	,	,	PUNCT
fis-5346	148	8	the	the	DET
fis-5346	148	9	deflection	deflection	NOUN
fis-5346	148	10	at	at	ADP
fis-5346	148	11	the	the	DET
fis-5346	148	12	ultimate	ultimate	ADJ
fis-5346	148	13	load	load	NOUN
fis-5346	148	14	decreased	decrease	VERB
fis-5346	148	15	to	to	ADP
fis-5346	148	16	36	36	NUM
fis-5346	148	17	%	%	NOUN
fis-5346	148	18	and	and	CCONJ
fis-5346	148	19	37	37	NUM
fis-5346	148	20	%	%	NOUN
fis-5346	148	21	for	for	ADP
fis-5346	148	22	internal	internal	ADJ
fis-5346	148	23	and	and	CCONJ
fis-5346	148	24	external	external	ADJ
fis-5346	148	25	gfrp	gfrp	PROPN
fis-5346	148	26	i	i	PROPN
fis-5346	148	27	-	-	PUNCT
fis-5346	148	28	section	section	NOUN
fis-5346	148	29	,	,	PUNCT
fis-5346	148	30	respectively	respectively	ADV
fis-5346	148	31	.	.	PUNCT
fis-5346	149	1	for	for	ADP
fis-5346	149	2	400	400	NUM
fis-5346	149	3	mm	mm	NOUN
fis-5346	149	4	composite	composite	ADJ
fis-5346	149	5	beams	beam	NOUN
fis-5346	149	6	height	height	NOUN
fis-5346	149	7	,	,	PUNCT
fis-5346	149	8	the	the	DET
fis-5346	149	9	deflection	deflection	NOUN
fis-5346	149	10	at	at	ADP
fis-5346	149	11	the	the	DET
fis-5346	149	12	ultimate	ultimate	ADJ
fis-5346	149	13	load	load	NOUN
fis-5346	149	14	decreases	decrease	VERB
fis-5346	149	15	to	to	ADP
fis-5346	149	16	83	83	NUM
fis-5346	149	17	%	%	NOUN
fis-5346	149	18	and	and	CCONJ
fis-5346	149	19	30	30	NUM
fis-5346	149	20	%	%	NOUN
fis-5346	149	21	for	for	ADP
fis-5346	149	22	internal	internal	ADJ
fis-5346	149	23	and	and	CCONJ
fis-5346	149	24	external	external	ADJ
fis-5346	149	25	gfrp	gfrp	PROPN
fis-5346	149	26	i	i	PROPN
fis-5346	149	27	-	-	PUNCT
fis-5346	149	28	section	section	NOUN
fis-5346	149	29	,	,	PUNCT
fis-5346	149	30	respectively	respectively	ADV
fis-5346	149	31	.	.	PUNCT
fis-5346	150	1	for	for	ADP
fis-5346	150	2	500	500	NUM
fis-5346	150	3	mm	mm	NOUN
fis-5346	150	4	composite	composite	ADJ
fis-5346	150	5	beams	beam	NOUN
fis-5346	150	6	height	height	NOUN
fis-5346	150	7	,	,	PUNCT
fis-5346	150	8	the	the	DET
fis-5346	150	9	deflection	deflection	NOUN
fis-5346	150	10	at	at	ADP
fis-5346	150	11	the	the	DET
fis-5346	150	12	ultimate	ultimate	ADJ
fis-5346	150	13	load	load	NOUN
fis-5346	150	14	decreased	decrease	VERB
fis-5346	150	15	to	to	ADP
fis-5346	150	16	52	52	NUM
fis-5346	150	17	%	%	NOUN
fis-5346	150	18	and	and	CCONJ
fis-5346	150	19	40	40	NUM
fis-5346	150	20	%	%	NOUN
fis-5346	150	21	for	for	ADP
fis-5346	150	22	internal	internal	ADJ
fis-5346	150	23	and	and	CCONJ
fis-5346	150	24	external	external	ADJ
fis-5346	150	25	gfrp	gfrp	PROPN
fis-5346	150	26	i	i	PROPN
fis-5346	150	27	-	-	PUNCT
fis-5346	150	28	section	section	NOUN
fis-5346	150	29	,	,	PUNCT
fis-5346	150	30	respectively	respectively	ADV
fis-5346	150	31	.	.	PUNCT
fis-5346	151	1	it	it	PRON
fis-5346	151	2	can	can	AUX
fis-5346	151	3	be	be	AUX
fis-5346	151	4	concluded	conclude	VERB
fis-5346	151	5	that	that	SCONJ
fis-5346	151	6	,	,	PUNCT
fis-5346	151	7	the	the	DET
fis-5346	151	8	composite	composite	ADJ
fis-5346	151	9	beams	beam	NOUN
fis-5346	151	10	with	with	ADP
fis-5346	151	11	internal	internal	ADJ
fis-5346	151	12	gfrp	gfrp	PROPN
fis-5346	151	13	i	i	PROPN
fis-5346	151	14	-	-	PUNCT
fis-5346	151	15	section	section	NOUN
fis-5346	151	16	cause	cause	VERB
fis-5346	151	17	larger	large	ADJ
fis-5346	151	18	deflections	deflection	NOUN
fis-5346	151	19	than	than	ADP
fis-5346	151	20	the	the	DET
fis-5346	151	21	composite	composite	ADJ
fis-5346	151	22	beams	beam	NOUN
fis-5346	151	23	with	with	ADP
fis-5346	151	24	external	external	ADJ
fis-5346	151	25	gfrp	gfrp	PROPN
fis-5346	151	26	i	i	PROPN
fis-5346	151	27	-	-	PUNCT
fis-5346	151	28	section	section	NOUN
fis-5346	151	29	.	.	PUNCT
fis-5346	152	1	this	this	PRON
fis-5346	152	2	is	be	AUX
fis-5346	152	3	related	relate	VERB
fis-5346	152	4	to	to	ADP
fis-5346	152	5	the	the	DET
fis-5346	152	6	increase	increase	NOUN
fis-5346	152	7	in	in	ADP
fis-5346	152	8	the	the	DET
fis-5346	152	9	depth	depth	NOUN
fis-5346	152	10	of	of	ADP
fis-5346	152	11	the	the	DET
fis-5346	152	12	composite	composite	ADJ
fis-5346	152	13	external	external	ADJ
fis-5346	152	14	gfrp	gfrp	NOUN
fis-5346	152	15	i	i	PROPN
fis-5346	152	16	-	-	PUNCT
fis-5346	152	17	section	section	NOUN
fis-5346	152	18	beams	beam	NOUN
fis-5346	152	19	.	.	PUNCT
fis-5346	153	1	stiffness	stiffness	ADJ
fis-5346	153	2	stiffness	stiffness	NOUN
fis-5346	153	3	is	be	AUX
fis-5346	153	4	an	an	DET
fis-5346	153	5	important	important	ADJ
fis-5346	153	6	parameter	parameter	NOUN
fis-5346	153	7	to	to	PART
fis-5346	153	8	measure	measure	VERB
fis-5346	153	9	the	the	DET
fis-5346	153	10	resistance	resistance	NOUN
fis-5346	153	11	of	of	ADP
fis-5346	153	12	composite	composite	ADJ
fis-5346	153	13	beams	beam	NOUN
fis-5346	153	14	deformation	deformation	NOUN
fis-5346	153	15	under	under	ADP
fis-5346	153	16	applied	applied	ADJ
fis-5346	153	17	load	load	NOUN
fis-5346	153	18	.	.	PUNCT
fis-5346	154	1	the	the	DET
fis-5346	154	2	initial	initial	ADJ
fis-5346	154	3	stiffness	stiffness	NOUN
fis-5346	154	4	is	be	AUX
fis-5346	154	5	the	the	DET
fis-5346	154	6	slope	slope	NOUN
fis-5346	154	7	of	of	ADP
fis-5346	154	8	the	the	DET
fis-5346	154	9	load	load	NOUN
fis-5346	154	10	deflection	deflection	NOUN
fis-5346	154	11	curve	curve	NOUN
fis-5346	154	12	from	from	ADP
fis-5346	154	13	zero	zero	NUM
fis-5346	154	14	point	point	NOUN
fis-5346	154	15	to	to	ADP
fis-5346	154	16	the	the	DET
fis-5346	154	17	cracking	cracking	NOUN
fis-5346	154	18	point	point	NOUN
fis-5346	154	19	.	.	PUNCT
fis-5346	155	1	the	the	DET
fis-5346	155	2	non	non	ADJ
fis-5346	155	3	-	-	ADJ
fis-5346	155	4	linear	linear	ADJ
fis-5346	155	5	behavior	behavior	NOUN
fis-5346	155	6	of	of	ADP
fis-5346	155	7	composite	composite	ADJ
fis-5346	155	8	beams	beam	NOUN
fis-5346	155	9	measured	measure	VERB
fis-5346	155	10	approximated	approximate	VERB
fis-5346	155	11	into	into	ADP
fis-5346	155	12	two	two	NUM
fis-5346	155	13	tangents	tangent	NOUN
fis-5346	155	14	after	after	ADP
fis-5346	155	15	the	the	DET
fis-5346	155	16	cracking	cracking	NOUN
fis-5346	155	17	point	point	NOUN
fis-5346	155	18	.	.	PUNCT
fis-5346	156	1	for	for	ADP
fis-5346	156	2	300	300	NUM
fis-5346	156	3	mm	mm	PROPN
fis-5346	156	4	beam	beam	NOUN
fis-5346	156	5	depth	depth	NOUN
fis-5346	156	6	,	,	PUNCT
fis-5346	156	7	the	the	DET
fis-5346	156	8	stiffness	stiffness	NOUN
fis-5346	156	9	of	of	ADP
fis-5346	156	10	the	the	DET
fis-5346	156	11	internal	internal	ADJ
fis-5346	156	12	and	and	CCONJ
fis-5346	156	13	external	external	ADJ
fis-5346	156	14	composite	composite	ADJ
fis-5346	156	15	specimens	specimen	NOUN
fis-5346	156	16	is	be	AUX
fis-5346	156	17	46.33	46.33	NUM
fis-5346	156	18	kn	kn	PROPN
fis-5346	156	19	/	/	SYM
fis-5346	156	20	mm	mm	PROPN
fis-5346	156	21	and	and	CCONJ
fis-5346	156	22	25.31	25.31	NUM
fis-5346	156	23	kn	kn	PROPN
fis-5346	156	24	/	/	SYM
fis-5346	156	25	mm	mm	PROPN
fis-5346	156	26	respectively	respectively	ADV
fis-5346	156	27	,	,	PUNCT
fis-5346	156	28	while	while	SCONJ
fis-5346	156	29	the	the	DET
fis-5346	156	30	control	control	NOUN
fis-5346	156	31	specimen	speciman	NOUN
fis-5346	156	32	stiffness	stiffness	NOUN
fis-5346	156	33	is	be	AUX
fis-5346	156	34	22.94	22.94	NUM
fis-5346	156	35	kn	kn	PROPN
fis-5346	156	36	/	/	SYM
fis-5346	156	37	mm	mm	PROPN
fis-5346	156	38	.	.	PUNCT
fis-5346	157	1	for	for	ADP
fis-5346	157	2	400	400	NUM
fis-5346	157	3	mm	mm	PROPN
fis-5346	157	4	beam	beam	NOUN
fis-5346	157	5	depth	depth	NOUN
fis-5346	157	6	,	,	PUNCT
fis-5346	157	7	the	the	DET
fis-5346	157	8	stiffness	stiffness	NOUN
fis-5346	157	9	of	of	ADP
fis-5346	157	10	the	the	DET
fis-5346	157	11	internal	internal	ADJ
fis-5346	157	12	and	and	CCONJ
fis-5346	157	13	external	external	ADJ
fis-5346	157	14	composite	composite	ADJ
fis-5346	157	15	specimens	specimen	NOUN
fis-5346	157	16	is	be	AUX
fis-5346	157	17	45.52	45.52	NUM
fis-5346	157	18	kn	kn	PROPN
fis-5346	157	19	/	/	SYM
fis-5346	157	20	mm	mm	PROPN
fis-5346	157	21	and	and	CCONJ
fis-5346	157	22	46.27	46.27	NUM
fis-5346	157	23	kn	kn	PROPN
fis-5346	157	24	/	/	SYM
fis-5346	157	25	mm	mm	PROPN
fis-5346	157	26	respectively	respectively	ADV
fis-5346	157	27	,	,	PUNCT
fis-5346	157	28	while	while	SCONJ
fis-5346	157	29	the	the	DET
fis-5346	157	30	control	control	NOUN
fis-5346	157	31	specimen	speciman	NOUN
fis-5346	157	32	stiffness	stiffness	NOUN
fis-5346	157	33	is	be	AUX
fis-5346	157	34	108.33	108.33	NUM
fis-5346	157	35	kn	kn	PROPN
fis-5346	157	36	/	/	SYM
fis-5346	157	37	mm	mm	PROPN
fis-5346	157	38	.	.	PUNCT
fis-5346	158	1	131.61	131.61	NUM
fis-5346	158	2	175.82	175.82	NUM
fis-5346	158	3	216.48224.86	216.48224.86	NOUN
fis-5346	158	4	284.06	284.06	NUM
fis-5346	158	5	461.92	461.92	NUM
fis-5346	158	6	261.19	261.19	NUM
fis-5346	158	7	287.36	287.36	NUM
fis-5346	158	8	405.51	405.51	NUM
fis-5346	158	9	212.16	212.16	NUM
fis-5346	158	10	278.98	278.98	NUM
fis-5346	158	11	388.23	388.23	NUM
fis-5346	158	12	0	0	NUM
fis-5346	158	13	50	50	NUM
fis-5346	158	14	100	100	NUM
fis-5346	158	15	150	150	NUM
fis-5346	158	16	200	200	NUM
fis-5346	158	17	250	250	NUM
fis-5346	158	18	300	300	NUM
fis-5346	158	19	350	350	NUM
fis-5346	158	20	400	400	NUM
fis-5346	158	21	450	450	NUM
fis-5346	158	22	500	500	NUM
fis-5346	158	23	t=300	t=300	NUM
fis-5346	158	24	mm	mm	NOUN
fis-5346	158	25	t=400	t=400	NOUN
fis-5346	158	26	mm	mm	PROPN
fis-5346	158	27	t=500	t=500	PROPN
fis-5346	158	28	mm	mm	NOUN
fis-5346	158	29	p	p	NOUN
fis-5346	158	30	m	m	PRON
fis-5346	158	31	ax	ax	NOUN
fis-5346	158	32	(	(	PUNCT
fis-5346	158	33	k	k	PROPN
fis-5346	158	34	n	n	X
fis-5346	158	35	)	)	PUNCT
fis-5346	158	36	rc	rc	PROPN
fis-5346	158	37	rcgi	rcgi	PROPN
fis-5346	158	38	-	-	PUNCT
fis-5346	158	39	i	i	PRON
fis-5346	158	40	rcgi	rcgi	NOUN
fis-5346	158	41	-	-	PUNCT
fis-5346	158	42	e	e	NOUN
fis-5346	158	43	rcgi	rcgi	PROPN
fis-5346	158	44	-	-	PUNCT
fis-5346	158	45	i	i	PROPN
fis-5346	158	46	-	-	PUNCT
fis-5346	158	47	f	f	PROPN
fis-5346	158	48	m.	m.	PROPN
fis-5346	158	49	a.	a.	PROPN
fis-5346	158	50	m.	m.	PROPN
fis-5346	158	51	khalil	khalil	PROPN
fis-5346	158	52	,	,	PUNCT
fis-5346	158	53	fracture	fracture	PROPN
fis-5346	158	54	and	and	CCONJ
fis-5346	158	55	structural	structural	ADJ
fis-5346	158	56	integrity	integrity	NOUN
fis-5346	158	57	,	,	PUNCT
fis-5346	158	58	72	72	NUM
fis-5346	158	59	(	(	PUNCT
fis-5346	158	60	2025	2025	NUM
fis-5346	158	61	)	)	PUNCT
fis-5346	158	62	193	193	NUM
fis-5346	158	63	-	-	SYM
fis-5346	158	64	210	210	NUM
fis-5346	158	65	;	;	PUNCT
fis-5346	158	66	doi	doi	NOUN
fis-5346	158	67	:	:	PUNCT
fis-5346	158	68	10.3221	10.3221	NUM
fis-5346	158	69	/	/	SYM
fis-5346	158	70	igf	igf	PROPN
fis-5346	158	71	-	-	PUNCT
fis-5346	158	72	esis.72.14	esis.72.14	PROPN
fis-5346	158	73	203	203	NUM
fis-5346	158	74	for	for	ADP
fis-5346	158	75	500	500	NUM
fis-5346	158	76	mm	mm	PROPN
fis-5346	158	77	beam	beam	NOUN
fis-5346	158	78	depth	depth	NOUN
fis-5346	158	79	,	,	PUNCT
fis-5346	158	80	the	the	DET
fis-5346	158	81	stiffness	stiffness	NOUN
fis-5346	158	82	of	of	ADP
fis-5346	158	83	the	the	DET
fis-5346	158	84	internal	internal	ADJ
fis-5346	158	85	and	and	CCONJ
fis-5346	158	86	external	external	ADJ
fis-5346	158	87	composite	composite	ADJ
fis-5346	158	88	specimens	specimen	NOUN
fis-5346	158	89	is	be	AUX
fis-5346	158	90	185.84	185.84	NUM
fis-5346	158	91	kn	kn	PROPN
fis-5346	158	92	/	/	SYM
fis-5346	158	93	mm	mm	PROPN
fis-5346	158	94	and	and	CCONJ
fis-5346	158	95	69.83	69.83	NUM
fis-5346	158	96	kn	kn	PROPN
fis-5346	158	97	/	/	SYM
fis-5346	158	98	mm	mm	PROPN
fis-5346	158	99	respectively	respectively	ADV
fis-5346	158	100	,	,	PUNCT
fis-5346	158	101	while	while	SCONJ
fis-5346	158	102	the	the	DET
fis-5346	158	103	control	control	NOUN
fis-5346	158	104	specimen	speciman	NOUN
fis-5346	158	105	stiffness	stiffness	NOUN
fis-5346	158	106	is	be	AUX
fis-5346	158	107	81.44	81.44	NUM
fis-5346	158	108	kn	kn	PROPN
fis-5346	158	109	/	/	SYM
fis-5346	158	110	mm	mm	PROPN
fis-5346	158	111	.	.	PUNCT
fis-5346	159	1	the	the	DET
fis-5346	159	2	internal	internal	ADJ
fis-5346	159	3	and	and	CCONJ
fis-5346	159	4	external	external	ADJ
fis-5346	159	5	composite	composite	ADJ
fis-5346	159	6	beams	beam	NOUN
fis-5346	159	7	are	be	AUX
fis-5346	159	8	significantly	significantly	ADV
fis-5346	159	9	increased	increase	VERB
fis-5346	159	10	at	at	ADP
fis-5346	159	11	the	the	DET
fis-5346	159	12	post	post	ADJ
fis-5346	159	13	-	-	ADJ
fis-5346	159	14	cracking	cracking	ADJ
fis-5346	159	15	stiffness	stiffness	NOUN
fis-5346	159	16	.	.	PUNCT
fis-5346	160	1	the	the	DET
fis-5346	160	2	stiffness	stiffness	NOUN
fis-5346	160	3	of	of	ADP
fis-5346	160	4	internal	internal	ADJ
fis-5346	160	5	grfp	grfp	NOUN
fis-5346	160	6	i	i	PROPN
fis-5346	160	7	-	-	PUNCT
fis-5346	160	8	section	section	NOUN
fis-5346	160	9	beams	beam	NOUN
fis-5346	160	10	with	with	ADP
fis-5346	160	11	depths	depth	NOUN
fis-5346	160	12	300	300	NUM
fis-5346	160	13	mm	mm	NOUN
fis-5346	160	14	,	,	PUNCT
fis-5346	160	15	400	400	NUM
fis-5346	160	16	mm	mm	NOUN
fis-5346	160	17	,	,	PUNCT
fis-5346	160	18	and	and	CCONJ
fis-5346	160	19	500	500	NUM
fis-5346	160	20	mm	mm	NOUN
fis-5346	160	21	is	be	AUX
fis-5346	160	22	7.61	7.61	NUM
fis-5346	160	23	,	,	PUNCT
fis-5346	160	24	2.32	2.32	NUM
fis-5346	160	25	,	,	PUNCT
fis-5346	160	26	and	and	CCONJ
fis-5346	160	27	5.09	5.09	NUM
fis-5346	160	28	respectively	respectively	ADV
fis-5346	160	29	compared	compare	VERB
fis-5346	160	30	to	to	ADP
fis-5346	160	31	conventional	conventional	ADJ
fis-5346	160	32	beam	beam	NOUN
fis-5346	160	33	,	,	PUNCT
fis-5346	160	34	while	while	SCONJ
fis-5346	160	35	the	the	DET
fis-5346	160	36	stiffness	stiffness	NOUN
fis-5346	160	37	of	of	ADP
fis-5346	160	38	external	external	ADJ
fis-5346	160	39	grfp	grfp	NOUN
fis-5346	160	40	i	i	PROPN
fis-5346	160	41	-	-	PUNCT
fis-5346	160	42	section	section	NOUN
fis-5346	160	43	beams	beam	NOUN
fis-5346	160	44	is	be	AUX
fis-5346	160	45	10.77	10.77	NUM
fis-5346	160	46	,	,	PUNCT
fis-5346	160	47	8.11	8.11	NUM
fis-5346	160	48	and	and	CCONJ
fis-5346	160	49	6.31	6.31	NUM
fis-5346	160	50	respectively	respectively	ADV
fis-5346	160	51	compared	compare	VERB
fis-5346	160	52	to	to	ADP
fis-5346	160	53	conventional	conventional	ADJ
fis-5346	160	54	beams	beam	NOUN
fis-5346	160	55	.	.	PUNCT
fis-5346	161	1	the	the	DET
fis-5346	161	2	fire	fire	NOUN
fis-5346	161	3	has	have	VERB
fis-5346	161	4	significant	significant	ADJ
fis-5346	161	5	effect	effect	NOUN
fis-5346	161	6	on	on	ADP
fis-5346	161	7	the	the	DET
fis-5346	161	8	stiffness	stiffness	NOUN
fis-5346	161	9	of	of	ADP
fis-5346	161	10	internal	internal	ADJ
fis-5346	161	11	grfp	grfp	NOUN
fis-5346	161	12	i	i	PROPN
fis-5346	161	13	-	-	PUNCT
fis-5346	161	14	section	section	NOUN
fis-5346	161	15	.	.	PUNCT
fis-5346	162	1	the	the	DET
fis-5346	162	2	initial	initial	ADJ
fis-5346	162	3	stiffness	stiffness	NOUN
fis-5346	162	4	is	be	AUX
fis-5346	162	5	23.37	23.37	NUM
fis-5346	162	6	kn	kn	PROPN
fis-5346	162	7	/	/	SYM
fis-5346	162	8	mm	mm	PROPN
fis-5346	162	9	,	,	PUNCT
fis-5346	162	10	26.35	26.35	NUM
fis-5346	162	11	kn	kn	PROPN
fis-5346	162	12	/	/	SYM
fis-5346	162	13	mm	mm	PROPN
fis-5346	162	14	,	,	PUNCT
fis-5346	162	15	and	and	CCONJ
fis-5346	162	16	52.94	52.94	NUM
fis-5346	162	17	kn	kn	PROPN
fis-5346	162	18	/	/	SYM
fis-5346	162	19	mm	mm	PROPN
fis-5346	162	20	while	while	SCONJ
fis-5346	162	21	the	the	DET
fis-5346	162	22	stiffness	stiffness	NOUN
fis-5346	162	23	of	of	ADP
fis-5346	162	24	grfp	grfp	PROPN
fis-5346	162	25	i	i	PROPN
fis-5346	162	26	-	-	PUNCT
fis-5346	162	27	section	section	NOUN
fis-5346	162	28	specimens	specimen	NOUN
fis-5346	162	29	without	without	ADP
fis-5346	162	30	fire	fire	NOUN
fis-5346	162	31	is	be	AUX
fis-5346	162	32	46.33	46.33	NUM
fis-5346	162	33	kn	kn	PROPN
fis-5346	162	34	/	/	SYM
fis-5346	162	35	m	m	PROPN
fis-5346	162	36	,	,	PUNCT
fis-5346	162	37	45.52	45.52	NUM
fis-5346	162	38	kn	kn	PROPN
fis-5346	162	39	/	/	SYM
fis-5346	162	40	mm	mm	PROPN
fis-5346	162	41	,	,	PUNCT
fis-5346	162	42	and	and	CCONJ
fis-5346	162	43	185.84	185.84	NUM
fis-5346	162	44	kn	kn	PROPN
fis-5346	162	45	/	/	SYM
fis-5346	162	46	mm	mm	PROPN
fis-5346	162	47	for	for	ADP
fis-5346	162	48	beams	beam	NOUN
fis-5346	162	49	with	with	ADP
fis-5346	162	50	depths	depth	NOUN
fis-5346	162	51	equal	equal	ADJ
fis-5346	162	52	to	to	ADP
fis-5346	162	53	300	300	NUM
fis-5346	162	54	mm	mm	NOUN
fis-5346	162	55	,	,	PUNCT
fis-5346	162	56	400	400	NUM
fis-5346	162	57	mm	mm	NOUN
fis-5346	162	58	,	,	PUNCT
fis-5346	162	59	and	and	CCONJ
fis-5346	162	60	500	500	NUM
fis-5346	162	61	mm	mm	NOUN
fis-5346	162	62	respectively	respectively	ADV
fis-5346	162	63	.	.	PUNCT
fis-5346	163	1	the	the	DET
fis-5346	163	2	postcracking	postcracke	VERB
fis-5346	163	3	stiffness	stiffness	NOUN
fis-5346	163	4	of	of	ADP
fis-5346	163	5	specimens	specimen	NOUN
fis-5346	163	6	is	be	AUX
fis-5346	163	7	decreased	decrease	VERB
fis-5346	163	8	to	to	ADP
fis-5346	163	9	0.73	0.73	NUM
fis-5346	163	10	,	,	PUNCT
fis-5346	163	11	0.98	0.98	NUM
fis-5346	163	12	,	,	PUNCT
fis-5346	163	13	and	and	CCONJ
fis-5346	163	14	0.64	0.64	NUM
fis-5346	163	15	compared	compare	VERB
fis-5346	163	16	to	to	ADP
fis-5346	163	17	specimens	specimen	NOUN
fis-5346	163	18	without	without	ADP
fis-5346	163	19	fire	fire	NOUN
fis-5346	163	20	for	for	ADP
fis-5346	163	21	beams	beam	NOUN
fis-5346	163	22	with	with	ADP
fis-5346	163	23	depths	depth	NOUN
fis-5346	163	24	equal	equal	ADJ
fis-5346	163	25	to	to	ADP
fis-5346	163	26	300	300	NUM
fis-5346	163	27	mm	mm	NOUN
fis-5346	163	28	,	,	PUNCT
fis-5346	163	29	400	400	NUM
fis-5346	163	30	mm	mm	NOUN
fis-5346	163	31	,	,	PUNCT
fis-5346	163	32	and	and	CCONJ
fis-5346	163	33	500	500	NUM
fis-5346	163	34	mm	mm	NOUN
fis-5346	163	35	respectively	respectively	ADV
fis-5346	163	36	.	.	PUNCT
fis-5346	164	1	tab	tab	NOUN
fis-5346	164	2	.	.	PUNCT
fis-5346	165	1	5	5	NUM
fis-5346	165	2	presents	present	VERB
fis-5346	165	3	the	the	DET
fis-5346	165	4	stiffness	stiffness	NOUN
fis-5346	165	5	of	of	ADP
fis-5346	165	6	all	all	DET
fis-5346	165	7	tested	test	VERB
fis-5346	165	8	specimens	specimen	NOUN
fis-5346	165	9	at	at	ADP
fis-5346	165	10	all	all	DET
fis-5346	165	11	stages	stage	NOUN
fis-5346	165	12	of	of	ADP
fis-5346	165	13	loading	loading	NOUN
fis-5346	165	14	and	and	CCONJ
fis-5346	165	15	fig	fig	NOUN
fis-5346	165	16	.	.	PUNCT
fis-5346	166	1	11	11	NUM
fis-5346	166	2	compares	compare	VERB
fis-5346	166	3	the	the	DET
fis-5346	166	4	stiffness	stiffness	NOUN
fis-5346	166	5	for	for	ADP
fis-5346	166	6	all	all	DET
fis-5346	166	7	tested	test	VERB
fis-5346	166	8	composite	composite	ADJ
fis-5346	166	9	beams	beam	NOUN
fis-5346	166	10	.	.	PUNCT
fis-5346	167	1	figure	figure	VERB
fis-5346	167	2	11	11	NUM
fis-5346	167	3	:	:	PUNCT
fis-5346	167	4	average	average	ADJ
fis-5346	167	5	stiffness	stiffness	NOUN
fis-5346	167	6	of	of	ADP
fis-5346	167	7	tested	test	VERB
fis-5346	167	8	specimens	specimen	NOUN
fis-5346	167	9	.	.	PUNCT
fis-5346	168	1	beam	beam	PROPN
fis-5346	168	2	thickness	thickness	NOUN
fis-5346	168	3	(	(	PUNCT
fis-5346	168	4	mm	mm	NOUN
fis-5346	168	5	)	)	PUNCT
fis-5346	168	6	specimens	specimens	PROPN
fis-5346	168	7	code	code	NOUN
fis-5346	168	8	kinitial	kinitial	NOUN
fis-5346	168	9	(	(	PUNCT
fis-5346	168	10	kn	kn	PROPN
fis-5346	168	11	/	/	SYM
fis-5346	168	12	mm	mm	PROPN
fis-5346	168	13	)	)	PUNCT
fis-5346	168	14	k1	k1	NOUN
fis-5346	168	15	(	(	PUNCT
fis-5346	168	16	kn	kn	PROPN
fis-5346	168	17	/	/	SYM
fis-5346	168	18	mm	mm	PROPN
fis-5346	168	19	)	)	PUNCT
fis-5346	168	20	k2	k2	PROPN
fis-5346	168	21	(	(	PUNCT
fis-5346	168	22	kn	kn	PROPN
fis-5346	168	23	/	/	SYM
fis-5346	168	24	mm	mm	PROPN
fis-5346	168	25	)	)	PUNCT
fis-5346	168	26	kavg	kavg	PROPN
fis-5346	168	27	(	(	PUNCT
fis-5346	168	28	kn	kn	PROPN
fis-5346	168	29	/	/	SYM
fis-5346	168	30	mm	mm	PROPN
fis-5346	168	31	)	)	PUNCT
fis-5346	168	32	kavg/	kavg/	NUM
fis-5346	168	33	kavgctrl	kavgctrl	NOUN
fis-5346	168	34	300	300	NUM
fis-5346	168	35	rc1	rc1	NOUN
fis-5346	168	36	22.94	22.94	NUM
fis-5346	168	37	8.85	8.85	NUM
fis-5346	168	38	0.81	0.81	NUM
fis-5346	168	39	1.17	1.17	NUM
fis-5346	168	40	1.00	1.00	NUM
fis-5346	168	41	rc1gi	rc1gi	NOUN
fis-5346	168	42	-	-	PUNCT
fis-5346	168	43	i	i	PRON
fis-5346	168	44	46.33	46.33	NUM
fis-5346	168	45	20.47	20.47	NUM
fis-5346	168	46	6.94	6.94	NUM
fis-5346	168	47	8.93	8.93	NUM
fis-5346	168	48	7.61	7.61	NUM
fis-5346	168	49	rc1gi	rc1gi	NOUN
fis-5346	168	50	-	-	PUNCT
fis-5346	168	51	e	e	NOUN
fis-5346	168	52	25.31	25.31	NUM
fis-5346	168	53	28.27	28.27	NUM
fis-5346	168	54	7.21	7.21	NUM
fis-5346	168	55	12.63	12.63	NUM
fis-5346	168	56	10.77	10.77	NUM
fis-5346	168	57	rc1gi	rc1gi	NUM
fis-5346	168	58	-	-	PUNCT
fis-5346	168	59	i	i	PROPN
fis-5346	168	60	-	-	PROPN
fis-5346	168	61	f	f	PROPN
fis-5346	168	62	23.37	23.37	NUM
fis-5346	168	63	25.41	25.41	NUM
fis-5346	168	64	4.52	4.52	NUM
fis-5346	168	65	6.52	6.52	NUM
fis-5346	168	66	0.73	0.73	NUM
fis-5346	168	67	400	400	NUM
fis-5346	168	68	rc2	rc2	PROPN
fis-5346	168	69	108.33	108.33	NUM
fis-5346	168	70	15.47	15.47	NUM
fis-5346	168	71	1.78	1.78	NUM
fis-5346	168	72	2.84	2.84	NUM
fis-5346	168	73	1.00	1.00	NUM
fis-5346	168	74	rc2gi	rc2gi	NOUN
fis-5346	168	75	-	-	PUNCT
fis-5346	168	76	i	i	PRON
fis-5346	168	77	45.52	45.52	NUM
fis-5346	168	78	30.21	30.21	NUM
fis-5346	168	79	4.26	4.26	NUM
fis-5346	168	80	6.59	6.59	NUM
fis-5346	168	81	2.32	2.32	NUM
fis-5346	168	82	rc2gi	rc2gi	NOUN
fis-5346	168	83	-	-	PUNCT
fis-5346	168	84	e	e	VERB
fis-5346	168	85	46.27	46.27	NUM
fis-5346	168	86	34.00	34.00	NUM
fis-5346	168	87	9.99	9.99	NUM
fis-5346	168	88	23.01	23.01	NUM
fis-5346	168	89	8.11	8.11	NUM
fis-5346	168	90	rc2gi	rc2gi	NOUN
fis-5346	168	91	-	-	PROPN
fis-5346	168	92	i	i	PROPN
fis-5346	168	93	-	-	PROPN
fis-5346	168	94	f	f	PROPN
fis-5346	168	95	26.35	26.35	NUM
fis-5346	168	96	37.06	37.06	NUM
fis-5346	168	97	3.76	3.76	NUM
fis-5346	168	98	6.48	6.48	NUM
fis-5346	168	99	0.98	0.98	NUM
fis-5346	168	100	500	500	NUM
fis-5346	168	101	rc3	rc3	NOUN
fis-5346	168	102	81.44	81.44	NUM
fis-5346	168	103	31.92	31.92	NUM
fis-5346	168	104	2.14	2.14	NUM
fis-5346	168	105	4.14	4.14	NUM
fis-5346	168	106	1.00	1.00	NUM
fis-5346	168	107	rc3gi	rc3gi	NOUN
fis-5346	168	108	-	-	NOUN
fis-5346	168	109	i	i	PRON
fis-5346	168	110	185.84	185.84	NUM
fis-5346	168	111	41.52	41.52	NUM
fis-5346	168	112	15.27	15.27	NUM
fis-5346	168	113	21.04	21.04	NUM
fis-5346	168	114	5.09	5.09	NUM
fis-5346	168	115	rc3gi	rc3gi	NOUN
fis-5346	168	116	-	-	PUNCT
fis-5346	168	117	e	e	NOUN
fis-5346	168	118	69.83	69.83	NUM
fis-5346	168	119	54.47	54.47	NUM
fis-5346	168	120	12.70	12.70	NUM
fis-5346	168	121	26.09	26.09	NUM
fis-5346	168	122	6.31	6.31	NUM
fis-5346	168	123	rc3gi	rc3gi	NOUN
fis-5346	168	124	-	-	PUNCT
fis-5346	168	125	i	i	NOUN
fis-5346	168	126	-	-	PUNCT
fis-5346	168	127	f	f	PROPN
fis-5346	168	128	52.94	52.94	NUM
fis-5346	168	129	53.06	53.06	NUM
fis-5346	168	130	7.03	7.03	NUM
fis-5346	168	131	13.39	13.39	NUM
fis-5346	168	132	0.64	0.64	NUM
fis-5346	168	133	table	table	NOUN
fis-5346	168	134	5	5	NUM
fis-5346	168	135	:	:	PUNCT
fis-5346	168	136	stiffness	stiffness	NOUN
fis-5346	168	137	for	for	ADP
fis-5346	168	138	tested	test	VERB
fis-5346	168	139	specimens	specimen	NOUN
fis-5346	168	140	.	.	PUNCT
fis-5346	168	141	ductility	ductility	NOUN
fis-5346	168	142	index	index	NOUN
fis-5346	168	143	the	the	DET
fis-5346	168	144	ductility	ductility	NOUN
fis-5346	168	145	index	index	NOUN
fis-5346	168	146	(	(	PUNCT
fis-5346	168	147	µδ	µδ	NOUN
fis-5346	168	148	)	)	PUNCT
fis-5346	168	149	of	of	ADP
fis-5346	168	150	all	all	DET
fis-5346	168	151	tested	test	VERB
fis-5346	168	152	composite	composite	ADJ
fis-5346	168	153	beams	beam	NOUN
fis-5346	168	154	is	be	AUX
fis-5346	168	155	calculated	calculate	VERB
fis-5346	168	156	as	as	ADP
fis-5346	168	157	the	the	DET
fis-5346	168	158	ratio	ratio	NOUN
fis-5346	168	159	between	between	ADP
fis-5346	168	160	the	the	DET
fis-5346	168	161	maximum	maximum	ADJ
fis-5346	168	162	deflection	deflection	NOUN
fis-5346	168	163	at	at	ADP
fis-5346	168	164	the	the	DET
fis-5346	168	165	ultimate	ultimate	ADJ
fis-5346	168	166	load	load	NOUN
fis-5346	168	167	and	and	CCONJ
fis-5346	168	168	the	the	DET
fis-5346	168	169	deflection	deflection	NOUN
fis-5346	168	170	at	at	ADP
fis-5346	168	171	the	the	DET
fis-5346	168	172	yield	yield	NOUN
fis-5346	168	173	point	point	NOUN
fis-5346	168	174	(	(	PUNCT
fis-5346	168	175	µδ	µδ	NOUN
fis-5346	168	176	=	=	ADJ
fis-5346	168	177	δu	δu	NOUN
fis-5346	168	178	/	/	SYM
fis-5346	168	179	δy	δy	NOUN
fis-5346	168	180	)	)	PUNCT
fis-5346	169	1	[	[	X
fis-5346	169	2	24	24	NUM
fis-5346	169	3	]	]	PUNCT
fis-5346	169	4	as	as	SCONJ
fis-5346	169	5	listed	list	VERB
fis-5346	169	6	in	in	ADP
fis-5346	169	7	tab	tab	NOUN
fis-5346	169	8	.	.	PUNCT
fis-5346	170	1	6	6	NUM
fis-5346	170	2	.	.	PUNCT
fis-5346	171	1	the	the	DET
fis-5346	171	2	yield	yield	NOUN
fis-5346	171	3	point	point	NOUN
fis-5346	171	4	is	be	AUX
fis-5346	171	5	the	the	DET
fis-5346	171	6	point	point	NOUN
fis-5346	171	7	where	where	SCONJ
fis-5346	171	8	the	the	DET
fis-5346	171	9	beam	beam	NOUN
fis-5346	171	10	stiffness	stiffness	NOUN
fis-5346	171	11	decreases	decrease	VERB
fis-5346	171	12	to	to	ADP
fis-5346	171	13	the	the	DET
fis-5346	171	14	ultimate	ultimate	ADJ
fis-5346	171	15	point	point	NOUN
fis-5346	171	16	as	as	SCONJ
fis-5346	171	17	shown	show	VERB
fis-5346	171	18	in	in	ADP
fis-5346	171	19	fig	fig	NOUN
fis-5346	171	20	.	.	PUNCT
fis-5346	172	1	12	12	NUM
fis-5346	172	2	.	.	PUNCT
fis-5346	173	1	the	the	DET
fis-5346	173	2	traditional	traditional	ADJ
fis-5346	173	3	reinforced	reinforce	VERB
fis-5346	173	4	concrete	concrete	ADJ
fis-5346	173	5	beam	beam	NOUN
fis-5346	173	6	exhibited	exhibit	VERB
fis-5346	173	7	the	the	DET
fis-5346	173	8	largest	large	ADJ
fis-5346	173	9	ductility	ductility	NOUN
fis-5346	173	10	of	of	ADP
fis-5346	173	11	all	all	DET
fis-5346	173	12	the	the	DET
fis-5346	173	13	groups	group	NOUN
fis-5346	173	14	followed	follow	VERB
fis-5346	173	15	by	by	ADP
fis-5346	173	16	the	the	DET
fis-5346	173	17	composite	composite	ADJ
fis-5346	173	18	beam	beam	NOUN
fis-5346	173	19	with	with	ADP
fis-5346	173	20	internal	internal	ADJ
fis-5346	173	21	grfp	grfp	NOUN
fis-5346	173	22	i	i	PROPN
fis-5346	173	23	-	-	PUNCT
fis-5346	173	24	section	section	NOUN
fis-5346	173	25	exposed	expose	VERB
fis-5346	173	26	to	to	ADP
fis-5346	173	27	fire	fire	NOUN
fis-5346	173	28	then	then	ADV
fis-5346	173	29	the	the	DET
fis-5346	173	30	composite	composite	ADJ
fis-5346	173	31	beam	beam	NOUN
fis-5346	173	32	with	with	ADP
fis-5346	173	33	internal	internal	ADJ
fis-5346	173	34	grfp	grfp	NOUN
fis-5346	173	35	i	i	PROPN
fis-5346	173	36	-	-	PUNCT
fis-5346	173	37	section	section	NOUN
fis-5346	173	38	without	without	ADP
fis-5346	173	39	fire	fire	NOUN
fis-5346	173	40	and	and	CCONJ
fis-5346	173	41	then	then	ADV
fis-5346	173	42	the	the	DET
fis-5346	173	43	least	least	ADJ
fis-5346	173	44	ductility	ductility	NOUN
fis-5346	173	45	was	be	AUX
fis-5346	173	46	achieved	achieve	VERB
fis-5346	173	47	by	by	ADP
fis-5346	173	48	the	the	DET
fis-5346	173	49	composite	composite	ADJ
fis-5346	173	50	beam	beam	NOUN
fis-5346	173	51	with	with	ADP
fis-5346	173	52	external	external	ADJ
fis-5346	173	53	grfp	grfp	NOUN
fis-5346	173	54	i	i	PROPN
fis-5346	173	55	-	-	NOUN
fis-5346	173	56	section	section	NOUN
fis-5346	173	57	.	.	PUNCT
fis-5346	174	1	the	the	DET
fis-5346	174	2	ductility	ductility	NOUN
fis-5346	174	3	decrease	decrease	NOUN
fis-5346	174	4	in	in	ADP
fis-5346	174	5	the	the	DET
fis-5346	174	6	composite	composite	ADJ
fis-5346	174	7	beams	beam	NOUN
fis-5346	174	8	due	due	ADP
fis-5346	174	9	to	to	ADP
fis-5346	174	10	the	the	DET
fis-5346	174	11	reduction	reduction	NOUN
fis-5346	174	12	in	in	ADP
fis-5346	174	13	beam	beam	NOUN
fis-5346	174	14	deflection	deflection	NOUN
fis-5346	174	15	at	at	ADP
fis-5346	174	16	the	the	DET
fis-5346	174	17	same	same	ADJ
fis-5346	174	18	load	load	NOUN
fis-5346	174	19	levels	level	NOUN
fis-5346	174	20	compared	compare	VERB
fis-5346	174	21	to	to	ADP
fis-5346	174	22	the	the	DET
fis-5346	174	23	traditional	traditional	ADJ
fis-5346	174	24	reinforced	reinforce	VERB
fis-5346	174	25	concrete	concrete	ADJ
fis-5346	174	26	beam	beam	NOUN
fis-5346	174	27	by	by	ADP
fis-5346	174	28	comparing	compare	VERB
fis-5346	174	29	the	the	DET
fis-5346	174	30	calculated	calculate	VERB
fis-5346	174	31	ductility	ductility	NOUN
fis-5346	174	32	ratio	ratio	NOUN
fis-5346	174	33	of	of	ADP
fis-5346	174	34	all	all	DET
fis-5346	174	35	tested	test	VERB
fis-5346	174	36	specimens	specimen	NOUN
fis-5346	174	37	.	.	PUNCT
fis-5346	174	38	m.	m.	PROPN
fis-5346	174	39	a.	a.	PROPN
fis-5346	174	40	m.	m.	PROPN
fis-5346	174	41	khalil	khalil	PROPN
fis-5346	174	42	,	,	PUNCT
fis-5346	174	43	fracture	fracture	PROPN
fis-5346	174	44	and	and	CCONJ
fis-5346	174	45	structural	structural	ADJ
fis-5346	174	46	integrity	integrity	NOUN
fis-5346	174	47	,	,	PUNCT
fis-5346	174	48	72	72	NUM
fis-5346	174	49	(	(	PUNCT
fis-5346	174	50	2025	2025	NUM
fis-5346	174	51	)	)	PUNCT
fis-5346	174	52	193	193	NUM
fis-5346	174	53	-	-	SYM
fis-5346	174	54	210	210	NUM
fis-5346	174	55	;	;	PUNCT
fis-5346	174	56	doi	doi	NOUN
fis-5346	174	57	:	:	PUNCT
fis-5346	174	58	10.3221	10.3221	NUM
fis-5346	174	59	/	/	SYM
fis-5346	174	60	igf	igf	PROPN
fis-5346	174	61	-	-	PUNCT
fis-5346	174	62	esis.72.14	esis.72.14	PROPN
fis-5346	174	63	204	204	NUM
fis-5346	174	64	beam	beam	NOUN
fis-5346	174	65	thickness	thickness	NOUN
fis-5346	174	66	(	(	PUNCT
fis-5346	174	67	mm	mm	NOUN
fis-5346	174	68	)	)	PUNCT
fis-5346	174	69	specimen	speciman	NOUN
fis-5346	174	70	code	code	NOUN
fis-5346	174	71	yield	yield	NOUN
fis-5346	174	72	point	point	NOUN
fis-5346	174	73	(	(	PUNCT
fis-5346	174	74	δy	δy	NOUN
fis-5346	174	75	)	)	PUNCT
fis-5346	174	76	(	(	PUNCT
fis-5346	174	77	mm	mm	X
fis-5346	174	78	)	)	PUNCT
fis-5346	174	79	ultimate	ultimate	ADJ
fis-5346	174	80	point	point	NOUN
fis-5346	174	81	(	(	PUNCT
fis-5346	174	82	δu	δu	NOUN
fis-5346	174	83	)	)	PUNCT
fis-5346	174	84	(	(	PUNCT
fis-5346	174	85	mm	mm	X
fis-5346	174	86	)	)	PUNCT
fis-5346	174	87	ductility	ductility	NOUN
fis-5346	174	88	index	index	NOUN
fis-5346	174	89	(	(	PUNCT
fis-5346	174	90	µδ	µδ	NOUN
fis-5346	174	91	)	)	PUNCT
fis-5346	174	92	µδ/µδctr	µδ/µδctr	ADJ
fis-5346	174	93	.	.	PUNCT
fis-5346	175	1	300	300	NUM
fis-5346	175	2	rc1	rc1	NOUN
fis-5346	175	3	5.76	5.76	NUM
fis-5346	175	4	49.10	49.10	NUM
fis-5346	175	5	8.99	8.99	NUM
fis-5346	175	6	1.00	1.00	NUM
fis-5346	175	7	rc1gi	rc1gi	NOUN
fis-5346	175	8	-	-	PUNCT
fis-5346	175	9	i	i	PROPN
fis-5346	175	10	4.44	4.44	NUM
fis-5346	175	11	17.60	17.60	NUM
fis-5346	175	12	4.26	4.26	NUM
fis-5346	175	13	0.47	0.47	NUM
fis-5346	175	14	rc1gi	rc1gi	PROPN
fis-5346	175	15	-	-	PUNCT
fis-5346	175	16	e	e	NOUN
fis-5346	175	17	6.65	6.65	NUM
fis-5346	175	18	17.93	17.93	NUM
fis-5346	175	19	2.70	2.70	NUM
fis-5346	175	20	0.30	0.30	NUM
fis-5346	175	21	rc1gi	rc1gi	PROPN
fis-5346	175	22	-	-	PUNCT
fis-5346	175	23	i	i	PROPN
fis-5346	175	24	-	-	PROPN
fis-5346	175	25	f	f	PROPN
fis-5346	175	26	5.87	5.87	NUM
fis-5346	175	27	24.17	24.17	NUM
fis-5346	175	28	4.61	4.61	NUM
fis-5346	175	29	1.08	1.08	NUM
fis-5346	175	30	400	400	NUM
fis-5346	175	31	rc2	rc2	NOUN
fis-5346	175	32	3.28	3.28	NUM
fis-5346	175	33	35.22	35.22	NUM
fis-5346	175	34	10.45	10.45	NUM
fis-5346	175	35	1.00	1.00	NUM
fis-5346	175	36	rc2gi	rc2gi	NOUN
fis-5346	175	37	-	-	PUNCT
fis-5346	175	38	i	i	PRON
fis-5346	175	39	6.07	6.07	NUM
fis-5346	175	40	29.22	29.22	NUM
fis-5346	175	41	6.14	6.14	NUM
fis-5346	175	42	0.59	0.59	NUM
fis-5346	175	43	rc2gi	rc2gi	NOUN
fis-5346	175	44	-	-	PUNCT
fis-5346	175	45	e	e	VERB
fis-5346	175	46	6.61	6.61	NUM
fis-5346	175	47	10.68	10.68	NUM
fis-5346	175	48	1.62	1.62	NUM
fis-5346	175	49	0.15	0.15	NUM
fis-5346	175	50	rc2gi	rc2gi	NOUN
fis-5346	175	51	-	-	PROPN
fis-5346	175	52	i	i	PROPN
fis-5346	175	53	-	-	PUNCT
fis-5346	175	54	f	f	PROPN
fis-5346	175	55	7.68	7.68	NUM
fis-5346	175	56	34.00	34.00	NUM
fis-5346	175	57	6.19	6.19	NUM
fis-5346	175	58	1.01	1.01	NUM
fis-5346	175	59	500	500	NUM
fis-5346	175	60	rc3	rc3	NOUN
fis-5346	175	61	3.25	3.25	NUM
fis-5346	175	62	31.40	31.40	NUM
fis-5346	175	63	9.97	9.97	NUM
fis-5346	175	64	1.00	1.00	NUM
fis-5346	175	65	rc3gi	rc3gi	NOUN
fis-5346	175	66	-	-	PUNCT
fis-5346	175	67	i	i	PRON
fis-5346	175	68	4.63	4.63	NUM
fis-5346	175	69	16.47	16.47	NUM
fis-5346	175	70	3.95	3.95	NUM
fis-5346	175	71	0.40	0.40	NUM
fis-5346	175	72	rc3gi	rc3gi	NOUN
fis-5346	175	73	-	-	PUNCT
fis-5346	175	74	e	e	NOUN
fis-5346	175	75	5.23	5.23	NUM
fis-5346	175	76	12.61	12.61	NUM
fis-5346	175	77	2.41	2.41	NUM
fis-5346	175	78	0.24	0.24	NUM
fis-5346	175	79	rc3gi	rc3gi	NOUN
fis-5346	175	80	-	-	PUNCT
fis-5346	175	81	i	i	NOUN
fis-5346	175	82	-	-	PUNCT
fis-5346	175	83	f	f	PROPN
fis-5346	175	84	5.75	5.75	NUM
fis-5346	175	85	22.65	22.65	NUM
fis-5346	175	86	4.55	4.55	NUM
fis-5346	175	87	1.15	1.15	NUM
fis-5346	175	88	table	table	NOUN
fis-5346	175	89	6	6	NUM
fis-5346	175	90	:	:	PUNCT
fis-5346	175	91	ductility	ductility	NOUN
fis-5346	175	92	index	index	NOUN
fis-5346	175	93	(	(	PUNCT
fis-5346	175	94	µδ	µδ	NOUN
fis-5346	175	95	)	)	PUNCT
fis-5346	175	96	of	of	ADP
fis-5346	175	97	tested	test	VERB
fis-5346	175	98	specimens	specimen	NOUN
fis-5346	175	99	.	.	PUNCT
fis-5346	176	1	figure	figure	NOUN
fis-5346	176	2	12	12	NUM
fis-5346	176	3	:	:	PUNCT
fis-5346	176	4	ductility	ductility	NOUN
fis-5346	176	5	ratio	ratio	NOUN
fis-5346	176	6	for	for	ADP
fis-5346	176	7	specimens	specimen	NOUN
fis-5346	176	8	.	.	PUNCT
fis-5346	177	1	ductility	ductility	NOUN
fis-5346	177	2	of	of	ADP
fis-5346	177	3	energy	energy	NOUN
fis-5346	177	4	the	the	DET
fis-5346	177	5	ductility	ductility	NOUN
fis-5346	177	6	of	of	ADP
fis-5346	177	7	energy	energy	NOUN
fis-5346	177	8	(	(	PUNCT
fis-5346	177	9	µe	µe	NOUN
fis-5346	177	10	)	)	PUNCT
fis-5346	177	11	,	,	PUNCT
fis-5346	177	12	as	as	SCONJ
fis-5346	177	13	shown	show	VERB
fis-5346	177	14	in	in	ADP
fis-5346	177	15	equation	equation	NOUN
fis-5346	177	16	is	be	AUX
fis-5346	177	17	based	base	VERB
fis-5346	177	18	on	on	ADP
fis-5346	177	19	the	the	DET
fis-5346	177	20	energy	energy	NOUN
fis-5346	177	21	theory	theory	NOUN
fis-5346	177	22	which	which	PRON
fis-5346	177	23	was	be	AUX
fis-5346	177	24	proposed	propose	VERB
fis-5346	177	25	by	by	ADP
fis-5346	177	26	naaman	naaman	PROPN
fis-5346	177	27	et	et	PROPN
fis-5346	177	28	al	al	PROPN
fis-5346	177	29	.	.	PUNCT
fis-5346	178	1	[	[	X
fis-5346	178	2	25	25	NUM
fis-5346	178	3	]	]	PUNCT
fis-5346	178	4	.	.	PUNCT
fis-5346	179	1	this	this	DET
fis-5346	179	2	equation	equation	NOUN
fis-5346	179	3	could	could	AUX
fis-5346	179	4	be	be	AUX
fis-5346	179	5	used	use	VERB
fis-5346	179	6	to	to	PART
fis-5346	179	7	calculate	calculate	VERB
fis-5346	179	8	the	the	DET
fis-5346	179	9	ductility	ductility	NOUN
fis-5346	179	10	without	without	ADP
fis-5346	179	11	identifying	identify	VERB
fis-5346	179	12	the	the	DET
fis-5346	179	13	yield	yield	NOUN
fis-5346	179	14	point	point	NOUN
fis-5346	179	15	of	of	ADP
fis-5346	179	16	the	the	DET
fis-5346	179	17	specimen	speciman	NOUN
fis-5346	179	18	.	.	PUNCT
fis-5346	180	1			PROPN
fis-5346	180	2	e1	e1	VERB
fis-5346	180	3	tμ	tμ	ADV
fis-5346	180	4	=	=	PUNCT
fis-5346	180	5	(	(	PUNCT
fis-5346	180	6	1)e	1)e	NUM
fis-5346	180	7	2	2	NUM
fis-5346	180	8	ee	ee	NOUN
fis-5346	180	9	(	(	PUNCT
fis-5346	180	10	1	1	NUM
fis-5346	180	11	)	)	PUNCT
fis-5346	180	12	where	where	SCONJ
fis-5346	180	13	et	et	PROPN
fis-5346	180	14	is	be	AUX
fis-5346	180	15	the	the	DET
fis-5346	180	16	total	total	ADJ
fis-5346	180	17	energy	energy	NOUN
fis-5346	180	18	calculated	calculate	VERB
fis-5346	180	19	by	by	ADP
fis-5346	180	20	the	the	DET
fis-5346	180	21	area	area	NOUN
fis-5346	180	22	under	under	ADP
fis-5346	180	23	the	the	DET
fis-5346	180	24	load	load	NOUN
fis-5346	180	25	mid	mid	ADJ
fis-5346	180	26	-	-	ADJ
fis-5346	180	27	span	span	ADJ
fis-5346	180	28	deflection	deflection	NOUN
fis-5346	180	29	curve	curve	NOUN
fis-5346	180	30	.	.	PUNCT
fis-5346	181	1	ee	ee	PROPN
fis-5346	181	2	is	be	AUX
fis-5346	181	3	the	the	DET
fis-5346	181	4	elastic	elastic	ADJ
fis-5346	181	5	energy	energy	NOUN
fis-5346	181	6	(	(	PUNCT
fis-5346	181	7	fig	fig	NOUN
fis-5346	181	8	.	.	PUNCT
fis-5346	181	9	13	13	NUM
fis-5346	181	10	)	)	PUNCT
fis-5346	181	11	,	,	PUNCT
fis-5346	181	12	which	which	PRON
fis-5346	181	13	is	be	AUX
fis-5346	181	14	calculated	calculate	VERB
fis-5346	181	15	by	by	ADP
fis-5346	181	16	the	the	DET
fis-5346	181	17	area	area	NOUN
fis-5346	181	18	under	under	ADP
fis-5346	181	19	the	the	DET
fis-5346	181	20	slope	slope	NOUN
fis-5346	181	21	of	of	ADP
fis-5346	181	22	the	the	DET
fis-5346	181	23	elastic	elastic	ADJ
fis-5346	181	24	behavior	behavior	NOUN
fis-5346	181	25	.	.	PUNCT
fis-5346	182	1	traditionally	traditionally	ADV
fis-5346	182	2	,	,	PUNCT
fis-5346	182	3	the	the	DET
fis-5346	182	4	weighted	weighted	ADJ
fis-5346	182	5	value	value	NOUN
fis-5346	182	6	of	of	ADP
fis-5346	182	7	s1	s1	NOUN
fis-5346	182	8	and	and	CCONJ
fis-5346	182	9	s2	s2	PROPN
fis-5346	182	10	is	be	AUX
fis-5346	182	11	used	use	VERB
fis-5346	182	12	to	to	PART
fis-5346	182	13	obtain	obtain	VERB
fis-5346	182	14	the	the	DET
fis-5346	182	15	slope	slope	NOUN
fis-5346	182	16	of	of	ADP
fis-5346	182	17	the	the	DET
fis-5346	182	18	elastic	elastic	ADJ
fis-5346	182	19	zone	zone	NOUN
fis-5346	182	20	region	region	NOUN
fis-5346	182	21	(	(	PUNCT
fis-5346	182	22	s	s	NOUN
fis-5346	182	23	)	)	PUNCT
fis-5346	182	24	in	in	ADP
fis-5346	182	25	eqn	eqn	NOUN
fis-5346	182	26	.	.	PUNCT
fis-5346	183	1	2	2	NUM
fis-5346	183	2	below	below	ADV
fis-5346	183	3	.	.	PUNCT
fis-5346	184	1			PROPN
fis-5346	184	2	p	p	PROPN
fis-5346	184	3	s	s	PROPN
fis-5346	184	4	(	(	PUNCT
fis-5346	184	5	p	p	X
fis-5346	184	6	p	p	NOUN
fis-5346	184	7	)	)	PUNCT
fis-5346	184	8	s1	s1	NOUN
fis-5346	184	9	1	1	NUM
fis-5346	184	10	2	2	NUM
fis-5346	184	11	1	1	NUM
fis-5346	184	12	2s	2s	NOUN
fis-5346	184	13	=	=	SYM
fis-5346	184	14	p2	p2	X
fis-5346	184	15	(	(	PUNCT
fis-5346	184	16	2	2	NUM
fis-5346	184	17	)	)	PUNCT
fis-5346	184	18	where	where	SCONJ
fis-5346	184	19	s1	s1	NOUN
fis-5346	184	20	and	and	CCONJ
fis-5346	184	21	s2	s2	PROPN
fis-5346	184	22	are	be	AUX
fis-5346	184	23	the	the	DET
fis-5346	184	24	slopes	slope	NOUN
fis-5346	184	25	of	of	ADP
fis-5346	184	26	the	the	DET
fis-5346	184	27	initial	initial	ADJ
fis-5346	184	28	two	two	NUM
fis-5346	184	29	lines	line	NOUN
fis-5346	184	30	on	on	ADP
fis-5346	184	31	the	the	DET
fis-5346	184	32	load	load	NOUN
fis-5346	184	33	mid	mid	ADJ
fis-5346	184	34	-	-	ADJ
fis-5346	184	35	span	span	ADJ
fis-5346	184	36	deflection	deflection	NOUN
fis-5346	184	37	curve	curve	NOUN
fis-5346	184	38	p1	p1	NOUN
fis-5346	184	39	and	and	CCONJ
fis-5346	184	40	p2	p2	PROPN
fis-5346	184	41	are	be	AUX
fis-5346	184	42	the	the	DET
fis-5346	184	43	loads	load	NOUN
fis-5346	184	44	at	at	ADP
fis-5346	184	45	the	the	DET
fis-5346	184	46	end	end	NOUN
fis-5346	184	47	of	of	ADP
fis-5346	184	48	the	the	DET
fis-5346	184	49	two	two	NUM
fis-5346	184	50	lines	line	NOUN
fis-5346	184	51	,	,	PUNCT
fis-5346	184	52	respectively	respectively	ADV
fis-5346	184	53	.	.	PUNCT
fis-5346	185	1	tab	tab	NOUN
fis-5346	185	2	.	.	PUNCT
fis-5346	185	3	7	7	NUM
fis-5346	185	4	shows	show	VERB
fis-5346	185	5	the	the	DET
fis-5346	185	6	energy	energy	NOUN
fis-5346	185	7	ductility	ductility	NOUN
fis-5346	185	8	of	of	ADP
fis-5346	185	9	the	the	DET
fis-5346	185	10	beam	beam	NOUN
fis-5346	185	11	specimens	specimen	NOUN
fis-5346	185	12	.	.	PUNCT
fis-5346	186	1	in	in	ADP
fis-5346	186	2	terms	term	NOUN
fis-5346	186	3	of	of	ADP
fis-5346	186	4	ductility	ductility	NOUN
fis-5346	186	5	energy	energy	NOUN
fis-5346	186	6	area	area	NOUN
fis-5346	186	7	ratio	ratio	NOUN
fis-5346	186	8	,	,	PUNCT
fis-5346	186	9	0–69	0–69	PROPN
fis-5346	186	10	%	%	NOUN
fis-5346	186	11	represents	represent	VERB
fis-5346	186	12	brittleness	brittleness	NOUN
fis-5346	186	13	,	,	PUNCT
fis-5346	186	14	70%–74	70%–74	NUM
fis-5346	186	15	%	%	NOUN
fis-5346	186	16	represents	represent	VERB
fis-5346	186	17	semi	semi	ADJ
fis-5346	186	18	-	-	NOUN
fis-5346	186	19	ductility	ductility	NOUN
fis-5346	186	20	,	,	PUNCT
fis-5346	186	21	and	and	CCONJ
fis-5346	186	22	75%–100	75%–100	NUM
fis-5346	186	23	%	%	NOUN
fis-5346	186	24	represents	represent	VERB
fis-5346	186	25	ductility	ductility	NOUN
fis-5346	186	26	[	[	X
fis-5346	186	27	26	26	NUM
fis-5346	186	28	]	]	PUNCT
fis-5346	186	29	.	.	PUNCT
fis-5346	187	1	all	all	DET
fis-5346	187	2	specimens	specimen	NOUN
fis-5346	187	3	are	be	AUX
fis-5346	187	4	more	more	ADV
fis-5346	187	5	ductile	ductile	NOUN
fis-5346	187	6	(	(	PUNCT
fis-5346	187	7	86	86	NUM
fis-5346	187	8	to	to	PART
fis-5346	187	9	95	95	NUM
fis-5346	187	10	%	%	NOUN
fis-5346	187	11	)	)	PUNCT
fis-5346	187	12	,	,	PUNCT
fis-5346	187	13	but	but	CCONJ
fis-5346	187	14	only	only	ADV
fis-5346	187	15	81	81	NUM
fis-5346	187	16	%	%	NOUN
fis-5346	187	17	for	for	ADP
fis-5346	187	18	rc1gi	rc1gi	PROPN
fis-5346	187	19	-	-	PUNCT
fis-5346	187	20	i	i	PRON
fis-5346	187	21	specimen	speciman	NOUN
fis-5346	187	22	only	only	ADV
fis-5346	187	23	.	.	PUNCT
fis-5346	188	1	1.00	1.00	NUM
fis-5346	188	2	1.00	1.00	NUM
fis-5346	188	3	1.00	1.00	NUM
fis-5346	188	4	0.47	0.47	NUM
fis-5346	188	5	0.59	0.59	NUM
fis-5346	188	6	0.40	0.40	NUM
fis-5346	188	7	0.30	0.30	NUM
fis-5346	188	8	0.16	0.16	NUM
fis-5346	188	9	0.24	0.24	NUM
fis-5346	188	10	0.51	0.51	NUM
fis-5346	188	11	0.59	0.59	NUM
fis-5346	188	12	0.46	0.46	NUM
fis-5346	188	13	0.00	0.00	NUM
fis-5346	188	14	0.20	0.20	NUM
fis-5346	188	15	0.40	0.40	NUM
fis-5346	188	16	0.60	0.60	NUM
fis-5346	188	17	0.80	0.80	NUM
fis-5346	188	18	1.00	1.00	NUM
fis-5346	188	19	1.20	1.20	NUM
fis-5346	188	20	t=300	t=300	NUM
fis-5346	188	21	mm	mm	NOUN
fis-5346	188	22	t=400	t=400	NOUN
fis-5346	188	23	mm	mm	PROPN
fis-5346	188	24	t=500	t=500	NUM
fis-5346	188	25	mm	mm	NOUN
fis-5346	188	26	d	d	X
fis-5346	188	27	uc	uc	INTJ
fis-5346	188	28	til	til	INTJ
fis-5346	188	29	ity	ity	PROPN
fis-5346	188	30	r	r	PROPN
fis-5346	188	31	at	at	ADP
fis-5346	188	32	io	io	PROPN
fis-5346	188	33	rc	rc	PROPN
fis-5346	188	34	rcgi	rcgi	PROPN
fis-5346	188	35	-	-	PUNCT
fis-5346	188	36	i	i	PRON
fis-5346	188	37	rcgi	rcgi	NOUN
fis-5346	188	38	-	-	PUNCT
fis-5346	188	39	e	e	NOUN
fis-5346	188	40	rcgi	rcgi	PROPN
fis-5346	188	41	-	-	PUNCT
fis-5346	188	42	i	i	PROPN
fis-5346	188	43	-	-	PUNCT
fis-5346	188	44	f	f	PROPN
fis-5346	188	45	m.	m.	PROPN
fis-5346	188	46	a.	a.	PROPN
fis-5346	188	47	m.	m.	PROPN
fis-5346	188	48	khalil	khalil	PROPN
fis-5346	188	49	,	,	PUNCT
fis-5346	188	50	fracture	fracture	PROPN
fis-5346	188	51	and	and	CCONJ
fis-5346	188	52	structural	structural	ADJ
fis-5346	188	53	integrity	integrity	NOUN
fis-5346	188	54	,	,	PUNCT
fis-5346	188	55	72	72	NUM
fis-5346	188	56	(	(	PUNCT
fis-5346	188	57	2025	2025	NUM
fis-5346	188	58	)	)	PUNCT
fis-5346	188	59	193	193	NUM
fis-5346	188	60	-	-	SYM
fis-5346	188	61	210	210	NUM
fis-5346	188	62	;	;	PUNCT
fis-5346	188	63	doi	doi	NOUN
fis-5346	188	64	:	:	PUNCT
fis-5346	188	65	10.3221	10.3221	NUM
fis-5346	188	66	/	/	SYM
fis-5346	188	67	igf	igf	PROPN
fis-5346	188	68	-	-	PUNCT
fis-5346	188	69	esis.72.14	esis.72.14	PROPN
fis-5346	188	70	205	205	NUM
fis-5346	188	71	beam	beam	NOUN
fis-5346	188	72	thickness	thickness	NOUN
fis-5346	188	73	(	(	PUNCT
fis-5346	188	74	mm	mm	NOUN
fis-5346	188	75	)	)	PUNCT
fis-5346	188	76	specimen	speciman	NOUN
fis-5346	188	77	code	code	NOUN
fis-5346	188	78	load	load	NOUN
fis-5346	188	79	(	(	PUNCT
fis-5346	188	80	kn	kn	NOUN
fis-5346	188	81	)	)	PUNCT
fis-5346	188	82	slope	slope	NOUN
fis-5346	188	83	energy	energy	NOUN
fis-5346	188	84	energy	energy	NOUN
fis-5346	188	85	ductility	ductility	NOUN
fis-5346	188	86	py	py	PROPN
fis-5346	188	87	pu	pu	PROPN
fis-5346	188	88	s1	s1	PROPN
fis-5346	188	89	s2	s2	PROPN
fis-5346	188	90	s	s	PART
fis-5346	188	91	total	total	NOUN
fis-5346	188	92	et	et	PROPN
fis-5346	188	93	elastic	elastic	PROPN
fis-5346	188	94	ee	ee	ADP
fis-5346	188	95	inelastic	inelastic	ADJ
fis-5346	188	96	rate	rate	NOUN
fis-5346	188	97	300	300	NUM
fis-5346	188	98	rc1	rc1	NOUN
fis-5346	188	99	96.24	96.24	NUM
fis-5346	188	100	131.61	131.61	NUM
fis-5346	188	101	39.43	39.43	NUM
fis-5346	188	102	1.68	1.68	NUM
fis-5346	188	103	29.29	29.29	NUM
fis-5346	188	104	5796	5796	NUM
fis-5346	188	105	296	296	NUM
fis-5346	188	106	5500	5500	NUM
fis-5346	188	107	0.95	0.95	NUM
fis-5346	188	108	10.30	10.30	NUM
fis-5346	188	109	rc1gi	rc1gi	NOUN
fis-5346	188	110	-	-	PUNCT
fis-5346	188	111	i	i	PROPN
fis-5346	188	112	131.34	131.34	NUM
fis-5346	188	113	224.86	224.86	NUM
fis-5346	188	114	62.14	62.14	NUM
fis-5346	188	115	9.73	9.73	NUM
fis-5346	188	116	40.34	40.34	NUM
fis-5346	188	117	3231	3231	NUM
fis-5346	188	118	627	627	NUM
fis-5346	188	119	2604	2604	NUM
fis-5346	188	120	0.81	0.81	NUM
fis-5346	188	121	3.08	3.08	NUM
fis-5346	188	122	rc1gi	rc1gi	NOUN
fis-5346	188	123	-	-	PUNCT
fis-5346	188	124	e	e	NOUN
fis-5346	188	125	179.89	179.89	NUM
fis-5346	188	126	261.19	261.19	NUM
fis-5346	188	127	27.07	27.07	NUM
fis-5346	188	128	22.04	22.04	NUM
fis-5346	188	129	25.50	25.50	NUM
fis-5346	188	130	7741	7741	NUM
fis-5346	188	131	1053	1053	NUM
fis-5346	188	132	6689	6689	NUM
fis-5346	188	133	0.86	0.86	NUM
fis-5346	188	134	4.18	4.18	NUM
fis-5346	188	135	rc1gi	rc1gi	NOUN
fis-5346	188	136	-	-	PUNCT
fis-5346	188	137	i	i	PROPN
fis-5346	188	138	-	-	PROPN
fis-5346	188	139	f	f	PROPN
fis-5346	189	1	126.53	126.53	NUM
fis-5346	189	2	212.16	212.16	NUM
fis-5346	189	3	33.33	33.33	NUM
fis-5346	189	4	8.62	8.62	NUM
fis-5346	189	5	23.36	23.36	NUM
fis-5346	189	6	9847	9847	NUM
fis-5346	189	7	826	826	NUM
fis-5346	189	8	9021	9021	NUM
fis-5346	189	9	0.92	0.92	NUM
fis-5346	189	10	6.46	6.46	NUM
fis-5346	189	11	400	400	NUM
fis-5346	189	12	rc2	rc2	NOUN
fis-5346	189	13	119.00	119.00	NUM
fis-5346	189	14	175.82	175.82	NUM
fis-5346	189	15	93.01	93.01	NUM
fis-5346	189	16	2.80	2.80	NUM
fis-5346	189	17	63.86	63.86	NUM
fis-5346	189	18	5631	5631	NUM
fis-5346	189	19	192	192	NUM
fis-5346	189	20	5439	5439	NUM
fis-5346	189	21	0.97	0.97	NUM
fis-5346	189	22	15.18	15.18	NUM
fis-5346	189	23	rc2gi	rc2gi	NOUN
fis-5346	189	24	-	-	PROPN
fis-5346	189	25	i	i	PRON
fis-5346	189	26	179.77	179.77	NUM
fis-5346	189	27	284.06	284.06	NUM
fis-5346	189	28	55.86	55.86	NUM
fis-5346	189	29	14.43	14.43	NUM
fis-5346	189	30	40.65	40.65	NUM
fis-5346	189	31	6855	6855	NUM
fis-5346	189	32	987	987	NUM
fis-5346	189	33	5868	5868	NUM
fis-5346	189	34	0.86	0.86	NUM
fis-5346	189	35	3.97	3.97	NUM
fis-5346	189	36	rc2gi	rc2gi	NOUN
fis-5346	189	37	-	-	PUNCT
fis-5346	189	38	e	e	NOUN
fis-5346	189	39	246.71	246.71	NUM
fis-5346	189	40	287.36	287.36	NUM
fis-5346	189	41	49.17	49.17	NUM
fis-5346	189	42	14.56	14.56	NUM
fis-5346	189	43	44.27	44.27	NUM
fis-5346	189	44	7922	7922	NUM
fis-5346	189	45	675	675	NUM
fis-5346	189	46	7247	7247	NUM
fis-5346	189	47	0.91	0.91	NUM
fis-5346	189	48	6.37	6.37	NUM
fis-5346	189	49	rc2gi	rc2gi	NOUN
fis-5346	189	50	-	-	PROPN
fis-5346	189	51	i	i	PROPN
fis-5346	189	52	-	-	PUNCT
fis-5346	189	53	f	f	PROPN
fis-5346	190	1	171.76	171.76	NUM
fis-5346	190	2	278.98	278.98	NUM
fis-5346	190	3	39.51	39.51	NUM
fis-5346	190	4	8.74	8.74	NUM
fis-5346	190	5	27.68	27.68	NUM
fis-5346	190	6	12579	12579	NUM
fis-5346	190	7	1127	1127	NUM
fis-5346	190	8	11453	11453	NUM
fis-5346	190	9	0.91	0.91	NUM
fis-5346	190	10	6.08	6.08	NUM
fis-5346	190	11	500	500	NUM
fis-5346	190	12	rc3	rc3	NOUN
fis-5346	190	13	156.00	156.00	NUM
fis-5346	190	14	216.48	216.48	NUM
fis-5346	190	15	89.85	89.85	NUM
fis-5346	190	16	2.68	2.68	NUM
fis-5346	190	17	65.49	65.49	NUM
fis-5346	190	18	6359	6359	NUM
fis-5346	190	19	344	344	NUM
fis-5346	190	20	6015	6015	NUM
fis-5346	190	21	0.95	0.95	NUM
fis-5346	190	22	9.73	9.73	NUM
fis-5346	190	23	rc3gi	rc3gi	NOUN
fis-5346	190	24	-	-	PUNCT
fis-5346	190	25	i	i	PRON
fis-5346	190	26	274.15	274.15	NUM
fis-5346	190	27	461.92	461.92	NUM
fis-5346	190	28	185.31	185.31	NUM
fis-5346	190	29	60.03	60.03	NUM
fis-5346	190	30	134.38	134.38	NUM
fis-5346	190	31	9054	9054	NUM
fis-5346	190	32	529	529	NUM
fis-5346	190	33	8526	8526	NUM
fis-5346	190	34	0.94	0.94	NUM
fis-5346	190	35	9.06	9.06	NUM
fis-5346	190	36	rc3gi	rc3gi	NOUN
fis-5346	190	37	-	-	PUNCT
fis-5346	190	38	e	e	NOUN
fis-5346	190	39	311.76	311.76	NUM
fis-5346	190	40	405.51	405.51	NUM
fis-5346	190	41	86.34	86.34	NUM
fis-5346	190	42	27.25	27.25	NUM
fis-5346	190	43	72.68	72.68	NUM
fis-5346	190	44	9277	9277	NUM
fis-5346	190	45	770	770	NUM
fis-5346	190	46	8507	8507	NUM
fis-5346	190	47	0.92	0.92	NUM
fis-5346	190	48	6.52	6.52	NUM
fis-5346	190	49	rc3gi	rc3gi	NOUN
fis-5346	190	50	-	-	PUNCT
fis-5346	190	51	i	i	NOUN
fis-5346	190	52	-	-	PUNCT
fis-5346	190	53	f	f	PROPN
fis-5346	190	54	263.99	263.99	NUM
fis-5346	190	55	388.23	388.23	NUM
fis-5346	190	56	82.24	82.24	NUM
fis-5346	190	57	22.70	22.70	NUM
fis-5346	190	58	63.19	63.19	NUM
fis-5346	190	59	10176	10176	NUM
fis-5346	190	60	1058	1058	NUM
fis-5346	190	61	9118	9118	NUM
fis-5346	190	62	0.90	0.90	NUM
fis-5346	190	63	5.31	5.31	NUM
fis-5346	190	64	table	table	NOUN
fis-5346	190	65	7	7	NUM
fis-5346	190	66	:	:	PUNCT
fis-5346	190	67	ductility	ductility	NOUN
fis-5346	190	68	of	of	ADP
fis-5346	190	69	energy	energy	NOUN
fis-5346	190	70	(	(	PUNCT
fis-5346	190	71	µe	µe	NOUN
fis-5346	190	72	)	)	PUNCT
fis-5346	190	73	of	of	ADP
fis-5346	190	74	tested	test	VERB
fis-5346	190	75	specimens	specimen	NOUN
fis-5346	190	76	.	.	PROPN
fis-5346	190	77	fig	fig	NOUN
fis-5346	190	78	.	.	PUNCT
fis-5346	190	79	13	13	NUM
fis-5346	190	80	shows	show	VERB
fis-5346	190	81	that	that	SCONJ
fis-5346	190	82	the	the	DET
fis-5346	190	83	traditional	traditional	ADJ
fis-5346	190	84	reinforced	reinforce	VERB
fis-5346	190	85	concrete	concrete	ADJ
fis-5346	190	86	beams	beam	NOUN
fis-5346	190	87	in	in	ADP
fis-5346	190	88	all	all	DET
fis-5346	190	89	groups	group	NOUN
fis-5346	190	90	had	have	VERB
fis-5346	190	91	higher	high	ADJ
fis-5346	190	92	ductility	ductility	NOUN
fis-5346	190	93	than	than	ADP
fis-5346	190	94	the	the	DET
fis-5346	190	95	other	other	ADJ
fis-5346	190	96	beam	beam	NOUN
fis-5346	190	97	specimens	specimen	NOUN
fis-5346	190	98	.	.	PUNCT
fis-5346	190	99	figure	figure	NOUN
fis-5346	190	100	13	13	NUM
fis-5346	190	101	:	:	PUNCT
fis-5346	190	102	comparison	comparison	NOUN
fis-5346	190	103	of	of	ADP
fis-5346	190	104	energy	energy	NOUN
fis-5346	190	105	ductility	ductility	NOUN
fis-5346	190	106	of	of	ADP
fis-5346	190	107	tested	test	VERB
fis-5346	190	108	specimens	specimen	NOUN
fis-5346	190	109	.	.	PUNCT
fis-5346	191	1	theoretical	theoretical	ADJ
fis-5346	191	2	analysis	analysis	NOUN
fis-5346	191	3	he	he	PRON
fis-5346	191	4	ability	ability	NOUN
fis-5346	191	5	of	of	ADP
fis-5346	191	6	common	common	ADJ
fis-5346	191	7	structural	structural	ADJ
fis-5346	191	8	analysis	analysis	NOUN
fis-5346	191	9	tools	tool	NOUN
fis-5346	191	10	to	to	PART
fis-5346	191	11	predict	predict	VERB
fis-5346	191	12	the	the	DET
fis-5346	191	13	performance	performance	NOUN
fis-5346	191	14	of	of	ADP
fis-5346	191	15	the	the	DET
fis-5346	191	16	tested	test	VERB
fis-5346	191	17	composite	composite	ADJ
fis-5346	191	18	beams	beam	NOUN
fis-5346	191	19	was	be	AUX
fis-5346	191	20	investigated	investigate	VERB
fis-5346	191	21	in	in	ADP
fis-5346	191	22	order	order	NOUN
fis-5346	191	23	to	to	PART
fis-5346	191	24	provide	provide	VERB
fis-5346	191	25	practicing	practice	VERB
fis-5346	191	26	engineers	engineer	NOUN
fis-5346	191	27	with	with	ADP
fis-5346	191	28	information	information	NOUN
fis-5346	191	29	about	about	ADP
fis-5346	191	30	their	their	PRON
fis-5346	191	31	respective	respective	ADJ
fis-5346	191	32	reliability	reliability	NOUN
fis-5346	191	33	.	.	PUNCT
fis-5346	192	1	both	both	PRON
fis-5346	192	2	the	the	DET
fis-5346	192	3	linear	linear	ADJ
fis-5346	192	4	analysis	analysis	NOUN
fis-5346	192	5	method	method	NOUN
fis-5346	192	6	and	and	CCONJ
fis-5346	192	7	the	the	DET
fis-5346	192	8	first	first	ADJ
fis-5346	192	9	principle	principle	ADJ
fis-5346	192	10	method	method	NOUN
fis-5346	192	11	were	be	AUX
fis-5346	192	12	considered	consider	VERB
fis-5346	192	13	.	.	PUNCT
fis-5346	193	1	the	the	DET
fis-5346	193	2	first	first	ADJ
fis-5346	193	3	principle	principle	ADJ
fis-5346	193	4	method	method	NOUN
fis-5346	193	5	was	be	AUX
fis-5346	193	6	used	use	VERB
fis-5346	193	7	in	in	ADP
fis-5346	193	8	this	this	DET
fis-5346	193	9	study	study	NOUN
fis-5346	193	10	to	to	PART
fis-5346	193	11	analyze	analyze	VERB
fis-5346	193	12	the	the	DET
fis-5346	193	13	tested	test	VERB
fis-5346	193	14	composite	composite	ADJ
fis-5346	193	15	beams	beam	NOUN
fis-5346	193	16	and	and	CCONJ
fis-5346	193	17	calculate	calculate	VERB
fis-5346	193	18	the	the	DET
fis-5346	193	19	maximum	maximum	ADJ
fis-5346	193	20	bending	bend	VERB
fis-5346	193	21	moment	moment	NOUN
fis-5346	193	22	to	to	PART
fis-5346	193	23	ensure	ensure	VERB
fis-5346	193	24	that	that	SCONJ
fis-5346	193	25	the	the	DET
fis-5346	193	26	beams	beam	NOUN
fis-5346	193	27	flexural	flexural	ADJ
fis-5346	193	28	strength	strength	NOUN
fis-5346	193	29	meets	meet	VERB
fis-5346	193	30	or	or	CCONJ
fis-5346	193	31	exceeds	exceed	VERB
fis-5346	193	32	design	design	NOUN
fis-5346	193	33	standards	standard	NOUN
fis-5346	193	34	.	.	PUNCT
fis-5346	194	1	strain	strain	NOUN
fis-5346	194	2	compatibility	compatibility	NOUN
fis-5346	194	3	of	of	ADP
fis-5346	194	4	composite	composite	ADJ
fis-5346	194	5	beams	beam	NOUN
fis-5346	194	6	refers	refer	VERB
fis-5346	194	7	to	to	ADP
fis-5346	194	8	ability	ability	NOUN
fis-5346	194	9	of	of	ADP
fis-5346	194	10	various	various	ADJ
fis-5346	194	11	materials	material	NOUN
fis-5346	194	12	,	,	PUNCT
fis-5346	194	13	as	as	ADP
fis-5346	194	14	concrete	concrete	ADJ
fis-5346	194	15	,	,	PUNCT
fis-5346	194	16	steel	steel	NOUN
fis-5346	194	17	and	and	CCONJ
fis-5346	194	18	gfrp	gfrp	PROPN
fis-5346	194	19	,	,	PUNCT
fis-5346	194	20	to	to	PART
fis-5346	194	21	work	work	VERB
fis-5346	194	22	together	together	ADV
fis-5346	194	23	harmoniously	harmoniously	ADV
fis-5346	194	24	under	under	ADP
fis-5346	194	25	different	different	ADJ
fis-5346	194	26	loads	load	NOUN
fis-5346	194	27	and	and	CCONJ
fis-5346	194	28	conditions	condition	NOUN
fis-5346	194	29	.	.	PUNCT
fis-5346	195	1	the	the	DET
fis-5346	195	2	key	key	ADJ
fis-5346	195	3	aspect	aspect	NOUN
fis-5346	195	4	of	of	ADP
fis-5346	195	5	strain	strain	NOUN
fis-5346	195	6	compatibility	compatibility	NOUN
fis-5346	195	7	is	be	AUX
fis-5346	195	8	to	to	PART
fis-5346	195	9	ensure	ensure	VERB
fis-5346	195	10	that	that	SCONJ
fis-5346	195	11	all	all	DET
fis-5346	195	12	both	both	DET
fis-5346	195	13	materials	material	NOUN
fis-5346	195	14	within	within	ADP
fis-5346	195	15	the	the	DET
fis-5346	195	16	beam	beam	NOUN
fis-5346	195	17	experience	experience	NOUN
fis-5346	195	18	similar	similar	ADJ
fis-5346	195	19	strains	strain	NOUN
fis-5346	195	20	and	and	CCONJ
fis-5346	195	21	deformations	deformation	NOUN
fis-5346	195	22	when	when	SCONJ
fis-5346	195	23	subjected	subject	VERB
fis-5346	195	24	to	to	ADP
fis-5346	195	25	external	external	ADJ
fis-5346	195	26	forces	force	NOUN
fis-5346	195	27	.	.	PUNCT
fis-5346	196	1	by	by	ADP
fis-5346	196	2	achieving	achieve	VERB
fis-5346	196	3	strain	strain	NOUN
fis-5346	196	4	compatibility	compatibility	NOUN
fis-5346	196	5	,	,	PUNCT
fis-5346	196	6	composite	composite	ADJ
fis-5346	196	7	beams	beam	NOUN
fis-5346	196	8	can	can	AUX
fis-5346	196	9	effectively	effectively	ADV
fis-5346	196	10	distribute	distribute	VERB
fis-5346	196	11	stress	stress	NOUN
fis-5346	196	12	between	between	ADP
fis-5346	196	13	the	the	DET
fis-5346	196	14	materials	material	NOUN
fis-5346	196	15	,	,	PUNCT
fis-5346	196	16	preventing	prevent	VERB
fis-5346	196	17	premature	premature	ADJ
fis-5346	196	18	failure	failure	NOUN
fis-5346	196	19	or	or	CCONJ
fis-5346	196	20	excessive	excessive	ADJ
fis-5346	196	21	deflection	deflection	NOUN
fis-5346	196	22	.	.	PUNCT
fis-5346	197	1	determine	determine	VERB
fis-5346	197	2	the	the	DET
fis-5346	197	3	strain	strain	NOUN
fis-5346	197	4	level	level	NOUN
fis-5346	197	5	in	in	ADP
fis-5346	197	6	the	the	DET
fis-5346	197	7	gfrp	gfrp	NOUN
fis-5346	197	8	at	at	ADP
fis-5346	197	9	the	the	DET
fis-5346	197	10	ultimate	ultimate	ADJ
fis-5346	197	11	(	(	PUNCT
fis-5346	197	12	yield	yield	NOUN
fis-5346	197	13	)	)	PUNCT
fis-5346	197	14	limit	limit	NOUN
fis-5346	197	15	state	state	NOUN
fis-5346	197	16	.	.	PUNCT
fis-5346	198	1	because	because	SCONJ
fis-5346	198	2	gfrp	gfrp	PROPN
fis-5346	198	3	materials	material	NOUN
fis-5346	198	4	are	be	AUX
fis-5346	198	5	linear	linear	ADJ
fis-5346	198	6	elastic	elastic	ADJ
fis-5346	198	7	until	until	ADP
fis-5346	198	8	failure	failure	NOUN
fis-5346	198	9	,	,	PUNCT
fis-5346	198	10	the	the	DET
fis-5346	198	11	level	level	NOUN
fis-5346	198	12	of	of	ADP
fis-5346	198	13	strain	strain	NOUN
fis-5346	198	14	in	in	ADP
fis-5346	198	15	the	the	DET
fis-5346	198	16	gfrp	gfrp	NOUN
fis-5346	198	17	will	will	AUX
fis-5346	198	18	dictate	dictate	VERB
fis-5346	198	19	the	the	DET
fis-5346	198	20	level	level	NOUN
fis-5346	198	21	of	of	ADP
fis-5346	198	22	stress	stress	NOUN
fis-5346	198	23	developed	develop	VERB
fis-5346	198	24	in	in	ADP
fis-5346	198	25	the	the	DET
fis-5346	198	26	gfrp	gfrp	NOUN
fis-5346	198	27	.	.	PUNCT
fis-5346	199	1	the	the	DET
fis-5346	199	2	maximum	maximum	ADJ
fis-5346	199	3	strain	strain	NOUN
fis-5346	199	4	level	level	NOUN
fis-5346	199	5	that	that	PRON
fis-5346	199	6	can	can	AUX
fis-5346	199	7	be	be	AUX
fis-5346	199	8	achieved	achieve	VERB
fis-5346	199	9	in	in	ADP
fis-5346	199	10	the	the	DET
fis-5346	199	11	gfrp	gfrp	NOUN
fis-5346	199	12	is	be	AUX
fis-5346	199	13	determined	determine	VERB
fis-5346	199	14	by	by	ADP
fis-5346	199	15	either	either	CCONJ
fis-5346	199	16	the	the	DET
fis-5346	199	17	strain	strain	NOUN
fis-5346	199	18	level	level	NOUN
fis-5346	199	19	developed	develop	VERB
fis-5346	199	20	in	in	ADP
fis-5346	199	21	the	the	DET
fis-5346	199	22	gfrp	gfrp	NOUN
fis-5346	199	23	at	at	ADP
fis-5346	199	24	the	the	DET
fis-5346	199	25	point	point	NOUN
fis-5346	199	26	at	at	ADP
fis-5346	199	27	which	which	PRON
fis-5346	199	28	the	the	DET
fis-5346	199	29	concrete	concrete	ADJ
fis-5346	199	30	crushes	crush	NOUN
fis-5346	199	31	,	,	PUNCT
fis-5346	199	32	or	or	CCONJ
fis-5346	199	33	the	the	DET
fis-5346	199	34	point	point	NOUN
fis-5346	199	35	at	at	ADP
fis-5346	199	36	which	which	PRON
fis-5346	199	37	the	the	DET
fis-5346	199	38	gfrp	gfrp	PROPN
fis-5346	199	39	ruptures	rupture	NOUN
fis-5346	199	40	.	.	PUNCT
fis-5346	200	1	t	t	PROPN
fis-5346	200	2	m.	m.	NOUN
fis-5346	200	3	a.	a.	PROPN
fis-5346	200	4	m.	m.	PROPN
fis-5346	200	5	khalil	khalil	PROPN
fis-5346	200	6	,	,	PUNCT
fis-5346	200	7	fracture	fracture	PROPN
fis-5346	200	8	and	and	CCONJ
fis-5346	200	9	structural	structural	ADJ
fis-5346	200	10	integrity	integrity	NOUN
fis-5346	200	11	,	,	PUNCT
fis-5346	200	12	72	72	NUM
fis-5346	200	13	(	(	PUNCT
fis-5346	200	14	2025	2025	NUM
fis-5346	200	15	)	)	PUNCT
fis-5346	200	16	193	193	NUM
fis-5346	200	17	-	-	SYM
fis-5346	200	18	210	210	NUM
fis-5346	200	19	;	;	PUNCT
fis-5346	200	20	doi	doi	NOUN
fis-5346	200	21	:	:	PUNCT
fis-5346	200	22	10.3221	10.3221	NUM
fis-5346	200	23	/	/	SYM
fis-5346	200	24	igf	igf	PROPN
fis-5346	200	25	-	-	PUNCT
fis-5346	200	26	esis.72.14	esis.72.14	PROPN
fis-5346	200	27	206	206	NUM
fis-5346	200	28	nominal	nominal	ADJ
fis-5346	200	29	moment	moment	NOUN
fis-5346	200	30	strength	strength	NOUN
fis-5346	200	31	of	of	ADP
fis-5346	200	32	steel	steel	NOUN
fis-5346	200	33	reinforced	reinforce	VERB
fis-5346	200	34	only	only	ADV
fis-5346	200	35	the	the	DET
fis-5346	200	36	first	first	ADJ
fis-5346	200	37	principles	principle	NOUN
fis-5346	200	38	procedure	procedure	NOUN
fis-5346	200	39	involves	involve	VERB
fis-5346	200	40	calculating	calculate	VERB
fis-5346	200	41	the	the	DET
fis-5346	200	42	distance	distance	NOUN
fis-5346	200	43	from	from	ADP
fis-5346	200	44	the	the	DET
fis-5346	200	45	neutral	neutral	ADJ
fis-5346	200	46	axis	axis	NOUN
fis-5346	200	47	to	to	ADP
fis-5346	200	48	the	the	DET
fis-5346	200	49	end	end	NOUN
fis-5346	200	50	of	of	ADP
fis-5346	200	51	compressed	compressed	ADJ
fis-5346	200	52	concrete	concrete	NOUN
fis-5346	200	53	by	by	ADP
fis-5346	200	54	producing	produce	VERB
fis-5346	200	55	the	the	DET
fis-5346	200	56	corresponding	correspond	VERB
fis-5346	200	57	stress	stress	NOUN
fis-5346	200	58	level	level	NOUN
fis-5346	200	59	and	and	CCONJ
fis-5346	200	60	confirming	confirm	VERB
fis-5346	200	61	the	the	DET
fis-5346	200	62	equilibrium	equilibrium	NOUN
fis-5346	200	63	of	of	ADP
fis-5346	200	64	internal	internal	ADJ
fis-5346	200	65	force	force	NOUN
fis-5346	200	66	.	.	PUNCT
fis-5346	201	1	in	in	ADP
fis-5346	201	2	case	case	NOUN
fis-5346	201	3	of	of	ADP
fis-5346	201	4	nonequilibrium	nonequilibrium	NOUN
fis-5346	201	5	,	,	PUNCT
fis-5346	201	6	the	the	DET
fis-5346	201	7	neutral	neutral	ADJ
fis-5346	201	8	axis	axis	NOUN
fis-5346	201	9	depth	depth	NOUN
fis-5346	201	10	should	should	AUX
fis-5346	201	11	be	be	AUX
fis-5346	201	12	updated	update	VERB
fis-5346	201	13	and	and	CCONJ
fis-5346	201	14	the	the	DET
fis-5346	201	15	steps	step	NOUN
fis-5346	201	16	are	be	AUX
fis-5346	201	17	repeated	repeat	VERB
fis-5346	201	18	.	.	PUNCT
fis-5346	202	1	the	the	DET
fis-5346	202	2	resisting	resist	VERB
fis-5346	202	3	moments	moment	NOUN
fis-5346	202	4	are	be	AUX
fis-5346	202	5	obtained	obtain	VERB
fis-5346	202	6	from	from	ADP
fis-5346	202	7	eqn	eqn	PROPN
fis-5346	202	8	.	.	PUNCT
fis-5346	202	9	3	3	NUM
fis-5346	202	10	according	accord	VERB
fis-5346	202	11	to	to	ADP
fis-5346	202	12	egyptian	egyptian	PROPN
fis-5346	202	13	code	code	NOUN
fis-5346	202	14	of	of	ADP
fis-5346	202	15	practice	practice	NOUN
fis-5346	202	16	(	(	PUNCT
fis-5346	202	17	ecp-203	ecp-203	NOUN
fis-5346	202	18	)	)	PUNCT
fis-5346	203	1	[	[	X
fis-5346	203	2	27	27	NUM
fis-5346	203	3	]	]	PUNCT
fis-5346	203	4	.	.	PUNCT
fis-5346	204	1			NOUN
fis-5346	204	2			PROPN
fis-5346	204	3			PROPN
fis-5346	204	4			NOUN
fis-5346	204	5			X
fis-5346	204	6			PROPN
fis-5346	204	7			PROPN
fis-5346	204	8			PROPN
fis-5346	204	9			PART
fis-5346	204	10			PROPN
fis-5346	204	11			NOUN
fis-5346	204	12	n	n	NOUN
fis-5346	204	13	s	s	NOUN
fis-5346	204	14	s	s	AUX
fis-5346	204	15	y	y	PROPN
fis-5346	204	16	s	s	PROPN
fis-5346	204	17	s	s	X
fis-5346	204	18	a	a	DET
fis-5346	204	19	m	m	NOUN
fis-5346	204	20	a	a	PRON
fis-5346	204	21	a	a	PRON
fis-5346	204	22	f	f	NOUN
fis-5346	204	23	d	d	NOUN
fis-5346	204	24	a	a	PRON
fis-5346	204	25	f	f	X
fis-5346	204	26	d	d	X
fis-5346	204	27	d	d	NOUN
fis-5346	204	28	'	'	PUNCT
fis-5346	204	29	'	'	PUNCT
fis-5346	204	30	'	'	PUNCT
fis-5346	204	31	       	       	SPACE
fis-5346	204	32	2	2	NUM
fis-5346	204	33	(	(	PUNCT
fis-5346	204	34	3	3	NUM
fis-5346	204	35	)	)	PUNCT
fis-5346	204	36	nominal	nominal	ADJ
fis-5346	204	37	moment	moment	NOUN
fis-5346	204	38	strength	strength	NOUN
fis-5346	204	39	of	of	ADP
fis-5346	204	40	internal	internal	ADJ
fis-5346	204	41	gfrp	gfrp	PROPN
fis-5346	204	42	composite	composite	ADJ
fis-5346	204	43	beams	beam	NOUN
fis-5346	204	44	the	the	DET
fis-5346	204	45	internal	internal	ADJ
fis-5346	204	46	strain	strain	NOUN
fis-5346	204	47	and	and	CCONJ
fis-5346	204	48	stress	stress	NOUN
fis-5346	204	49	distribution	distribution	NOUN
fis-5346	204	50	for	for	ADP
fis-5346	204	51	the	the	DET
fis-5346	204	52	composite	composite	ADJ
fis-5346	204	53	beam	beam	NOUN
fis-5346	204	54	specimen	speciman	NOUN
fis-5346	204	55	under	under	ADP
fis-5346	204	56	flexure	flexure	NOUN
fis-5346	204	57	at	at	ADP
fis-5346	204	58	the	the	DET
fis-5346	204	59	ultimate	ultimate	ADJ
fis-5346	204	60	limit	limit	NOUN
fis-5346	204	61	state	state	NOUN
fis-5346	204	62	is	be	AUX
fis-5346	204	63	shown	show	VERB
fis-5346	204	64	in	in	ADP
fis-5346	204	65	fig	fig	NOUN
fis-5346	204	66	.	.	PUNCT
fis-5346	205	1	14	14	NUM
fis-5346	205	2	.	.	PUNCT
fis-5346	206	1	rc	rc	PROPN
fis-5346	206	2	section	section	PROPN
fis-5346	206	3	strain	strain	VERB
fis-5346	206	4	nonlinear	nonlinear	ADJ
fis-5346	206	5	stress	stress	NOUN
fis-5346	206	6	equivalent	equivalent	ADJ
fis-5346	206	7	stress	stress	NOUN
fis-5346	206	8	figure	figure	NOUN
fis-5346	206	9	14	14	NUM
fis-5346	206	10	:	:	PUNCT
fis-5346	206	11	internal	internal	ADJ
fis-5346	206	12	strain	strain	NOUN
fis-5346	206	13	and	and	CCONJ
fis-5346	206	14	stress	stress	NOUN
fis-5346	206	15	distribution	distribution	NOUN
fis-5346	206	16	of	of	ADP
fis-5346	206	17	composite	composite	ADJ
fis-5346	206	18	sec	sec	PROPN
fis-5346	206	19	.	.	PUNCT
fis-5346	207	1	at	at	ADP
fis-5346	207	2	ultimate	ultimate	ADJ
fis-5346	207	3	limit	limit	NOUN
fis-5346	207	4	state	state	NOUN
fis-5346	207	5	.	.	PUNCT
fis-5346	208	1	resisting	resist	VERB
fis-5346	208	2	moments	moment	NOUN
fis-5346	208	3	for	for	ADP
fis-5346	208	4	composite	composite	ADJ
fis-5346	208	5	beams	beam	NOUN
fis-5346	208	6	with	with	ADP
fis-5346	208	7	steel	steel	NOUN
fis-5346	208	8	i	i	PROPN
fis-5346	208	9	-	-	PUNCT
fis-5346	208	10	sections	section	NOUN
fis-5346	208	11	can	can	AUX
fis-5346	208	12	be	be	AUX
fis-5346	208	13	found	find	VERB
fis-5346	208	14	according	accord	VERB
fis-5346	208	15	to	to	ADP
fis-5346	208	16	aisc	aisc	PROPN
fis-5346	208	17	360	360	NUM
fis-5346	209	1	[	[	X
fis-5346	209	2	28	28	NUM
fis-5346	209	3	]	]	PUNCT
fis-5346	209	4	and	and	CCONJ
fis-5346	209	5	eurocode	eurocode	VERB
fis-5346	209	6	4	4	NUM
fis-5346	210	1	[	[	X
fis-5346	210	2	29	29	NUM
fis-5346	210	3	]	]	PUNCT
fis-5346	210	4	from	from	ADP
fis-5346	210	5	the	the	DET
fis-5346	210	6	theoretical	theoretical	ADJ
fis-5346	210	7	eqn	eqn	NOUN
fis-5346	210	8	.	.	PUNCT
fis-5346	211	1	4	4	X
fis-5346	211	2	.	.	X
fis-5346	211	3			NOUN
fis-5346	211	4			PROPN
fis-5346	211	5			NOUN
fis-5346	211	6			NOUN
fis-5346	211	7			PROPN
fis-5346	211	8			PROPN
fis-5346	211	9			PROPN
fis-5346	212	1			PROPN
fis-5346	212	2			PROPN
fis-5346	212	3			PUNCT
fis-5346	212	4			PROPN
fis-5346	212	5			SYM
fis-5346	212	6			PROPN
fis-5346	212	7			PROPN
fis-5346	213	1			PROPN
fis-5346	213	2			PROPN
fis-5346	214	1			ADJ
fis-5346	214	2			PROPN
fis-5346	214	3			PROPN
fis-5346	214	4			NOUN
fis-5346	214	5	n	n	VERB
fis-5346	214	6	s	s	PART
fis-5346	214	7	s	s	NOUN
fis-5346	214	8	y	y	PROPN
fis-5346	214	9	s	s	X
fis-5346	214	10	y	y	PROPN
fis-5346	214	11	s	s	PROPN
fis-5346	214	12	s	s	X
fis-5346	214	13	a	a	DET
fis-5346	214	14	a	a	DET
fis-5346	214	15	m	m	NOUN
fis-5346	214	16	a	a	PRON
fis-5346	214	17	a	a	DET
fis-5346	214	18	f	f	NOUN
fis-5346	214	19	d	d	NOUN
fis-5346	214	20	a	a	PRON
fis-5346	215	1	f	f	X
fis-5346	215	2	d	d	NOUN
fis-5346	215	3	a	a	PROPN
fis-5346	215	4	f	f	X
fis-5346	215	5	d	d	X
fis-5346	215	6	d	d	NOUN
fis-5346	215	7	'	'	PUNCT
fis-5346	215	8	'	'	PUNCT
fis-5346	215	9	'	'	PUNCT
fis-5346	215	10	       	       	SPACE
fis-5346	215	11	2	2	NUM
fis-5346	215	12	2	2	NUM
fis-5346	215	13	(	(	PUNCT
fis-5346	215	14	4	4	NUM
fis-5346	215	15	)	)	PUNCT
fis-5346	215	16	therefore	therefore	ADV
fis-5346	215	17	,	,	PUNCT
fis-5346	215	18	the	the	DET
fis-5346	215	19	resisting	resist	VERB
fis-5346	215	20	moments	moment	NOUN
fis-5346	215	21	for	for	ADP
fis-5346	215	22	gfrp	gfrp	PROPN
fis-5346	215	23	i	i	PROPN
fis-5346	215	24	-	-	PUNCT
fis-5346	215	25	sections	section	NOUN
fis-5346	215	26	can	can	AUX
fis-5346	215	27	be	be	AUX
fis-5346	215	28	calculated	calculate	VERB
fis-5346	215	29	by	by	ADP
fis-5346	215	30	modifying	modify	VERB
fis-5346	215	31	the	the	DET
fis-5346	215	32	previse	previse	NOUN
fis-5346	215	33	eqn	eqn	NOUN
fis-5346	215	34	.	.	PUNCT
fis-5346	215	35	4	4	NUM
fis-5346	215	36	to	to	ADP
fis-5346	215	37	proposed	propose	VERB
fis-5346	215	38	theoretical	theoretical	ADJ
fis-5346	215	39	eqn	eqn	NOUN
fis-5346	215	40	.	.	PUNCT
fis-5346	216	1	5	5	NUM
fis-5346	216	2	.	.	X
fis-5346	216	3			NOUN
fis-5346	216	4			PROPN
fis-5346	216	5			NOUN
fis-5346	216	6			NOUN
fis-5346	217	1			PROPN
fis-5346	217	2			NOUN
fis-5346	217	3			PROPN
fis-5346	217	4			VERB
fis-5346	217	5			PROPN
fis-5346	217	6			PROPN
fis-5346	217	7			PUNCT
fis-5346	217	8			PROPN
fis-5346	217	9			ADV
fis-5346	217	10			NOUN
fis-5346	217	11			PROPN
fis-5346	217	12			PROPN
fis-5346	218	1			PROPN
fis-5346	218	2			PROPN
fis-5346	218	3			PROPN
fis-5346	218	4			NOUN
fis-5346	218	5	n	n	PART
fis-5346	218	6	s	s	NOUN
fis-5346	218	7	s	s	X
fis-5346	218	8	y	y	PROPN
fis-5346	218	9	s	s	X
fis-5346	218	10	fe	fe	X
fis-5346	218	11	f	f	PROPN
fis-5346	218	12	s	s	PROPN
fis-5346	218	13	s	s	X
fis-5346	218	14	a	a	DET
fis-5346	218	15	a	a	DET
fis-5346	218	16	m	m	NOUN
fis-5346	218	17	a	a	PRON
fis-5346	218	18	a	a	DET
fis-5346	218	19	f	f	NOUN
fis-5346	218	20	d	d	NOUN
fis-5346	218	21	a	a	PRON
fis-5346	219	1	f	f	X
fis-5346	219	2	d	d	NOUN
fis-5346	219	3	a	a	PROPN
fis-5346	219	4	f	f	X
fis-5346	219	5	d	d	X
fis-5346	219	6	d	d	NOUN
fis-5346	219	7	'	'	PUNCT
fis-5346	219	8	'	'	PUNCT
fis-5346	219	9	'	'	PUNCT
fis-5346	219	10	       	       	SPACE
fis-5346	219	11	2	2	NUM
fis-5346	219	12	2	2	NUM
fis-5346	219	13	(	(	PUNCT
fis-5346	219	14	5	5	NUM
fis-5346	219	15	)	)	PUNCT
fis-5346	219	16	fe	fe	NOUN
fis-5346	219	17	f	f	PROPN
fis-5346	219	18	ff	ff	PROPN
fis-5346	219	19	e	e	PROPN
fis-5346	219	20	(	(	PUNCT
fis-5346	219	21	6	6	NUM
fis-5346	219	22	)	)	PUNCT
fis-5346	219	23			PROPN
fis-5346	219	24			PROPN
fis-5346	219	25			NOUN
fis-5346	219	26			NOUN
fis-5346	220	1	f	f	INTJ
fis-5346	220	2	f	f	NOUN
fis-5346	220	3	f	f	PROPN
fis-5346	221	1	d	d	PROPN
fis-5346	221	2	c	c	PROPN
fis-5346	221	3	allowable	allowable	ADJ
fis-5346	221	4	c	c	NOUN
fis-5346	221	5	0.003	0.003	NUM
fis-5346	221	6	   	   	SPACE
fis-5346	221	7	(	(	PUNCT
fis-5346	221	8	7	7	NUM
fis-5346	221	9	)	)	PUNCT
fis-5346	221	10	where	where	SCONJ
fis-5346	221	11	:	:	PUNCT
fis-5346	221	12	af	af	VERB
fis-5346	221	13	the	the	DET
fis-5346	221	14	area	area	NOUN
fis-5346	221	15	of	of	ADP
fis-5346	221	16	the	the	DET
fis-5346	221	17	gfrp	gfrp	PROPN
fis-5346	221	18	i	i	PROPN
fis-5346	221	19	-	-	PUNCT
fis-5346	221	20	section	section	NOUN
fis-5346	221	21	df	df	NOUN
fis-5346	221	22	the	the	DET
fis-5346	221	23	distance	distance	NOUN
fis-5346	221	24	from	from	ADP
fis-5346	221	25	the	the	DET
fis-5346	221	26	extreme	extreme	ADJ
fis-5346	221	27	compression	compression	NOUN
fis-5346	221	28	concrete	concrete	ADJ
fis-5346	221	29	fiber	fiber	NOUN
fis-5346	221	30	to	to	ADP
fis-5346	221	31	the	the	DET
fis-5346	221	32	center	center	NOUN
fis-5346	221	33	of	of	ADP
fis-5346	221	34	the	the	DET
fis-5346	221	35	gfrp	gfrp	PROPN
fis-5346	221	36	ef	ef	PROPN
fis-5346	221	37	tensile	tensile	NOUN
fis-5346	221	38	modulus	modulus	NOUN
fis-5346	221	39	of	of	ADP
fis-5346	221	40	elasticity	elasticity	NOUN
fis-5346	221	41	of	of	ADP
fis-5346	221	42	gfrp	gfrp	PROPN
fis-5346	221	43	ffe	ffe	PROPN
fis-5346	221	44	effective	effective	ADJ
fis-5346	221	45	stress	stress	NOUN
fis-5346	221	46	in	in	ADP
fis-5346	221	47	the	the	DET
fis-5346	221	48	gfrp	gfrp	PROPN
fis-5346	221	49	i	i	PROPN
fis-5346	221	50	-	-	PUNCT
fis-5346	221	51	section	section	NOUN
fis-5346	221	52	;	;	PUNCT
fis-5346	221	53	stress	stress	NOUN
fis-5346	221	54	level	level	NOUN
fis-5346	221	55	attained	attain	VERB
fis-5346	221	56	at	at	ADP
fis-5346	221	57	section	section	NOUN
fis-5346	221	58	failure	failure	NOUN
fis-5346	221	59	kf	kf	NOUN
fis-5346	221	60	sliding	slide	VERB
fis-5346	221	61	coefficient	coefficient	NOUN
fis-5346	221	62	between	between	ADP
fis-5346	221	63	an	an	DET
fis-5346	221	64	external	external	ADJ
fis-5346	221	65	gfrp	gfrp	NOUN
fis-5346	221	66	i	i	PROPN
fis-5346	221	67	-	-	PUNCT
fis-5346	221	68	section	section	NOUN
fis-5346	221	69	and	and	CCONJ
fis-5346	221	70	concrete	concrete	NOUN
fis-5346	221	71	equal	equal	ADJ
fis-5346	221	72	to	to	ADP
fis-5346	221	73	0.75	0.75	NUM
fis-5346	221	74	εf	εf	NUM
fis-5346	221	75	the	the	DET
fis-5346	221	76	strain	strain	NOUN
fis-5346	221	77	in	in	ADP
fis-5346	221	78	the	the	DET
fis-5346	221	79	gfrp	gfrp	PROPN
fis-5346	221	80	m.	m.	PROPN
fis-5346	221	81	a.	a.	PROPN
fis-5346	221	82	m.	m.	PROPN
fis-5346	221	83	khalil	khalil	PROPN
fis-5346	221	84	,	,	PUNCT
fis-5346	221	85	fracture	fracture	PROPN
fis-5346	221	86	and	and	CCONJ
fis-5346	221	87	structural	structural	ADJ
fis-5346	221	88	integrity	integrity	NOUN
fis-5346	221	89	,	,	PUNCT
fis-5346	221	90	72	72	NUM
fis-5346	221	91	(	(	PUNCT
fis-5346	221	92	2025	2025	NUM
fis-5346	221	93	)	)	PUNCT
fis-5346	221	94	193	193	NUM
fis-5346	221	95	-	-	SYM
fis-5346	221	96	210	210	NUM
fis-5346	221	97	;	;	PUNCT
fis-5346	221	98	doi	doi	NOUN
fis-5346	221	99	:	:	PUNCT
fis-5346	221	100	10.3221	10.3221	NUM
fis-5346	221	101	/	/	SYM
fis-5346	221	102	igf	igf	PROPN
fis-5346	221	103	-	-	PUNCT
fis-5346	221	104	esis.72.14	esis.72.14	PROPN
fis-5346	221	105	207	207	NUM
fis-5346	221	106	nominal	nominal	ADJ
fis-5346	221	107	moment	moment	NOUN
fis-5346	221	108	strength	strength	NOUN
fis-5346	221	109	of	of	ADP
fis-5346	221	110	beam	beam	NOUN
fis-5346	221	111	section	section	NOUN
fis-5346	221	112	strengthened	strengthen	VERB
fis-5346	221	113	with	with	ADP
fis-5346	221	114	external	external	ADJ
fis-5346	221	115	gfrp	gfrp	PROPN
fis-5346	221	116	i	i	PROPN
fis-5346	221	117	-	-	PUNCT
fis-5346	221	118	section	section	NOUN
fis-5346	221	119	the	the	DET
fis-5346	221	120	friction	friction	NOUN
fis-5346	221	121	coefficient	coefficient	NOUN
fis-5346	221	122	(	(	PUNCT
fis-5346	221	123	kf	kf	NOUN
fis-5346	221	124	)	)	PUNCT
fis-5346	221	125	represents	represent	VERB
fis-5346	221	126	the	the	DET
fis-5346	221	127	resistance	resistance	NOUN
fis-5346	221	128	of	of	ADP
fis-5346	221	129	sliding	slide	VERB
fis-5346	221	130	along	along	ADP
fis-5346	221	131	surfaces	surface	NOUN
fis-5346	221	132	between	between	ADP
fis-5346	221	133	concrete	concrete	ADJ
fis-5346	221	134	and	and	CCONJ
fis-5346	221	135	external	external	ADJ
fis-5346	221	136	gfrp	gfrp	PROPN
fis-5346	221	137	.	.	PUNCT
fis-5346	222	1	accurate	accurate	ADJ
fis-5346	222	2	estimation	estimation	NOUN
fis-5346	222	3	of	of	ADP
fis-5346	222	4	this	this	DET
fis-5346	222	5	slip	slip	NOUN
fis-5346	222	6	is	be	AUX
fis-5346	222	7	essential	essential	ADJ
fis-5346	222	8	for	for	ADP
fis-5346	222	9	predicting	predict	VERB
fis-5346	222	10	the	the	DET
fis-5346	222	11	behavior	behavior	NOUN
fis-5346	222	12	of	of	ADP
fis-5346	222	13	composite	composite	ADJ
fis-5346	222	14	beams	beam	NOUN
fis-5346	222	15	under	under	ADP
fis-5346	222	16	various	various	ADJ
fis-5346	222	17	loading	loading	NOUN
fis-5346	222	18	conditions	condition	NOUN
fis-5346	222	19	and	and	CCONJ
fis-5346	222	20	designing	design	VERB
fis-5346	222	21	reliable	reliable	ADJ
fis-5346	222	22	connections	connection	NOUN
fis-5346	222	23	between	between	ADP
fis-5346	222	24	gfrp	gfrp	PROPN
fis-5346	222	25	members	member	NOUN
fis-5346	222	26	and	and	CCONJ
fis-5346	222	27	concrete	concrete	ADJ
fis-5346	222	28	components	component	NOUN
fis-5346	222	29	.	.	PUNCT
fis-5346	223	1	the	the	DET
fis-5346	223	2	strain	strain	NOUN
fis-5346	223	3	in	in	ADP
fis-5346	223	4	the	the	DET
fis-5346	223	5	upper	upper	ADJ
fis-5346	223	6	flange	flange	NOUN
fis-5346	223	7	decreases	decrease	VERB
fis-5346	223	8	to	to	ADP
fis-5346	223	9	half	half	DET
fis-5346	223	10	the	the	DET
fis-5346	223	11	strain	strain	NOUN
fis-5346	223	12	value	value	NOUN
fis-5346	223	13	in	in	ADP
fis-5346	223	14	the	the	DET
fis-5346	223	15	tensile	tensile	NOUN
fis-5346	223	16	steel	steel	NOUN
fis-5346	223	17	,	,	PUNCT
fis-5346	223	18	while	while	SCONJ
fis-5346	223	19	it	it	PRON
fis-5346	223	20	is	be	AUX
fis-5346	223	21	equal	equal	ADJ
fis-5346	223	22	to	to	ADP
fis-5346	223	23	the	the	DET
fis-5346	223	24	strain	strain	NOUN
fis-5346	223	25	value	value	NOUN
fis-5346	223	26	in	in	ADP
fis-5346	223	27	the	the	DET
fis-5346	223	28	tensile	tensile	NOUN
fis-5346	223	29	steel	steel	NOUN
fis-5346	223	30	in	in	ADP
fis-5346	223	31	the	the	DET
fis-5346	223	32	lower	low	ADJ
fis-5346	223	33	flange	flange	NOUN
fis-5346	223	34	as	as	SCONJ
fis-5346	223	35	shown	show	VERB
fis-5346	223	36	in	in	ADP
fis-5346	223	37	fig	fig	NOUN
fis-5346	223	38	.	.	PUNCT
fis-5346	224	1	15	15	NUM
fis-5346	224	2	.	.	PUNCT
fis-5346	225	1	we	we	PRON
fis-5346	225	2	can	can	AUX
fis-5346	225	3	quantify	quantify	VERB
fis-5346	225	4	the	the	DET
fis-5346	225	5	friction	friction	NOUN
fis-5346	225	6	coefficient	coefficient	NOUN
fis-5346	225	7	kf	kf	PROPN
fis-5346	225	8	to	to	PART
fis-5346	225	9	ensure	ensure	VERB
fis-5346	225	10	safe	safe	ADJ
fis-5346	225	11	and	and	CCONJ
fis-5346	225	12	efficient	efficient	ADJ
fis-5346	225	13	designs	design	NOUN
fis-5346	225	14	that	that	PRON
fis-5346	225	15	optimize	optimize	VERB
fis-5346	225	16	the	the	DET
fis-5346	225	17	performance	performance	NOUN
fis-5346	225	18	of	of	ADP
fis-5346	225	19	gfrp	gfrp	PROPN
fis-5346	225	20	based	base	VERB
fis-5346	225	21	-	-	PUNCT
fis-5346	225	22	beams	beam	NOUN
fis-5346	225	23	through	through	ADP
fis-5346	225	24	experimental	experimental	ADJ
fis-5346	225	25	tests	test	NOUN
fis-5346	225	26	,	,	PUNCT
fis-5346	225	27	which	which	PRON
fis-5346	225	28	is	be	AUX
fis-5346	225	29	equal	equal	ADJ
fis-5346	225	30	to	to	ADP
fis-5346	225	31	0.75	0.75	NUM
fis-5346	225	32	in	in	ADP
fis-5346	225	33	this	this	DET
fis-5346	225	34	experiment	experiment	NOUN
fis-5346	225	35	.	.	PUNCT
fis-5346	226	1	the	the	DET
fis-5346	226	2	internal	internal	ADJ
fis-5346	226	3	strain	strain	NOUN
fis-5346	226	4	and	and	CCONJ
fis-5346	226	5	stress	stress	NOUN
fis-5346	226	6	distribution	distribution	NOUN
fis-5346	226	7	for	for	ADP
fis-5346	226	8	a	a	DET
fis-5346	226	9	rectangular	rectangular	ADJ
fis-5346	226	10	section	section	NOUN
fis-5346	226	11	reinforced	reinforce	VERB
fis-5346	226	12	with	with	ADP
fis-5346	226	13	steel	steel	NOUN
fis-5346	226	14	bars	bar	NOUN
fis-5346	226	15	and	and	CCONJ
fis-5346	226	16	externally	externally	ADV
fis-5346	226	17	strengthened	strengthen	VERB
fis-5346	226	18	with	with	ADP
fis-5346	226	19	gfrp	gfrp	PROPN
fis-5346	226	20	i	i	PROPN
fis-5346	226	21	-	-	PUNCT
fis-5346	226	22	section	section	NOUN
fis-5346	226	23	under	under	ADP
fis-5346	226	24	flexure	flexure	NOUN
fis-5346	226	25	at	at	ADP
fis-5346	226	26	the	the	DET
fis-5346	226	27	ultimate	ultimate	ADJ
fis-5346	226	28	limit	limit	NOUN
fis-5346	226	29	state	state	NOUN
fis-5346	226	30	are	be	AUX
fis-5346	226	31	shown	show	VERB
fis-5346	226	32	in	in	ADP
fis-5346	226	33	fig	fig	NOUN
fis-5346	226	34	.	.	PUNCT
fis-5346	227	1	15	15	NUM
fis-5346	227	2	.	.	PUNCT
fis-5346	227	3	rc	rc	PROPN
fis-5346	227	4	section	section	PROPN
fis-5346	227	5	strain	strain	VERB
fis-5346	227	6	nonlinear	nonlinear	ADJ
fis-5346	227	7	stress	stress	NOUN
fis-5346	227	8	equivalent	equivalent	ADJ
fis-5346	227	9	stress	stress	NOUN
fis-5346	227	10	figure	figure	NOUN
fis-5346	227	11	15	15	NUM
fis-5346	227	12	:	:	PUNCT
fis-5346	227	13	internal	internal	ADJ
fis-5346	227	14	strain	strain	NOUN
fis-5346	227	15	and	and	CCONJ
fis-5346	227	16	stress	stress	NOUN
fis-5346	227	17	distribution	distribution	NOUN
fis-5346	227	18	of	of	ADP
fis-5346	227	19	strengthened	strengthen	VERB
fis-5346	227	20	sec	sec	PROPN
fis-5346	227	21	.	.	PUNCT
fis-5346	228	1	at	at	ADP
fis-5346	228	2	ultimate	ultimate	ADJ
fis-5346	228	3	limit	limit	NOUN
fis-5346	228	4	state	state	NOUN
fis-5346	228	5	.	.	PUNCT
fis-5346	229	1	resisting	resist	VERB
fis-5346	229	2	moments	moment	NOUN
fis-5346	229	3	can	can	AUX
fis-5346	229	4	be	be	AUX
fis-5346	229	5	found	find	VERB
fis-5346	229	6	from	from	ADP
fis-5346	229	7	proposed	propose	VERB
fis-5346	229	8	theoretical	theoretical	ADJ
fis-5346	229	9	eqn	eqn	NOUN
fis-5346	229	10	.	.	PUNCT
fis-5346	230	1	5	5	NUM
fis-5346	230	2	.	.	X
fis-5346	230	3			NOUN
fis-5346	230	4			PROPN
fis-5346	230	5			NOUN
fis-5346	230	6			NOUN
fis-5346	231	1			PROPN
fis-5346	231	2			PROPN
fis-5346	231	3			PROPN
fis-5346	232	1			PROPN
fis-5346	232	2			PROPN
fis-5346	232	3			PUNCT
fis-5346	232	4			PROPN
fis-5346	232	5			SYM
fis-5346	232	6			PROPN
fis-5346	232	7			PROPN
fis-5346	233	1			PROPN
fis-5346	233	2			PROPN
fis-5346	234	1			ADJ
fis-5346	234	2			PROPN
fis-5346	234	3			PROPN
fis-5346	234	4			NOUN
fis-5346	234	5	n	n	VERB
fis-5346	234	6	s	s	PART
fis-5346	234	7	s	s	NOUN
fis-5346	234	8	y	y	PROPN
fis-5346	234	9	s	s	X
fis-5346	234	10	fe	fe	X
fis-5346	234	11	f	f	PROPN
fis-5346	234	12	s	s	PROPN
fis-5346	234	13	s	s	X
fis-5346	234	14	a	a	DET
fis-5346	234	15	a	a	DET
fis-5346	234	16	m	m	NOUN
fis-5346	234	17	a	a	PRON
fis-5346	234	18	a	a	DET
fis-5346	234	19	f	f	NOUN
fis-5346	234	20	d	d	NOUN
fis-5346	234	21	a	a	PRON
fis-5346	234	22	f	f	X
fis-5346	234	23	d	d	NOUN
fis-5346	234	24	a	a	PROPN
fis-5346	234	25	f	f	X
fis-5346	234	26	d	d	X
fis-5346	234	27	d	d	NOUN
fis-5346	234	28	'	'	PUNCT
fis-5346	234	29	'	'	PUNCT
fis-5346	234	30	'	'	PUNCT
fis-5346	234	31	         	         	SPACE
fis-5346	234	32	2	2	NUM
fis-5346	234	33	2	2	NUM
fis-5346	234	34	(	(	PUNCT
fis-5346	234	35	8)	8)	NUM
fis-5346	234	36	fe	fe	NOUN
fis-5346	235	1	f	f	PROPN
fis-5346	235	2	f	f	PROPN
fis-5346	235	3	ff	ff	INTJ
fis-5346	235	4	k	k	PROPN
fis-5346	235	5	e	e	X
fis-5346	235	6	(	(	PUNCT
fis-5346	235	7	9	9	NUM
fis-5346	235	8	)	)	PUNCT
fis-5346	235	9	however	however	ADV
fis-5346	235	10	,	,	PUNCT
fis-5346	235	11	in	in	ADP
fis-5346	235	12	the	the	DET
fis-5346	235	13	experimental	experimental	ADJ
fis-5346	235	14	study	study	NOUN
fis-5346	235	15	,	,	PUNCT
fis-5346	235	16	the	the	DET
fis-5346	235	17	nominal	nominal	ADJ
fis-5346	235	18	moment	moment	NOUN
fis-5346	235	19	strength	strength	NOUN
fis-5346	235	20	is	be	AUX
fis-5346	235	21	calculated	calculate	VERB
fis-5346	235	22	with	with	ADP
fis-5346	235	23	the	the	DET
fis-5346	235	24	use	use	NOUN
fis-5346	235	25	of	of	ADP
fis-5346	235	26	strain	strain	ADJ
fis-5346	235	27	compatibility	compatibility	NOUN
fis-5346	235	28	method	method	NOUN
fis-5346	235	29	for	for	ADP
fis-5346	235	30	the	the	DET
fis-5346	235	31	different	different	ADJ
fis-5346	235	32	elements	element	NOUN
fis-5346	235	33	at	at	ADP
fis-5346	235	34	the	the	DET
fis-5346	235	35	moment	moment	NOUN
fis-5346	235	36	when	when	SCONJ
fis-5346	235	37	the	the	DET
fis-5346	235	38	strain	strain	NOUN
fis-5346	235	39	in	in	ADP
fis-5346	235	40	the	the	DET
fis-5346	235	41	reinforcement	reinforcement	NOUN
fis-5346	235	42	is	be	AUX
fis-5346	235	43	equal	equal	ADJ
fis-5346	235	44	to	to	ADP
fis-5346	235	45	the	the	DET
fis-5346	235	46	yield	yield	NOUN
fis-5346	235	47	strain	strain	NOUN
fis-5346	235	48	,	,	PUNCT
fis-5346	235	49	therefore	therefore	ADV
fis-5346	235	50	the	the	DET
fis-5346	235	51	nominal	nominal	ADJ
fis-5346	235	52	moments	moment	NOUN
fis-5346	235	53	are	be	AUX
fis-5346	235	54	calculated	calculate	VERB
fis-5346	235	55	as	as	SCONJ
fis-5346	235	56	shown	show	VERB
fis-5346	235	57	in	in	ADP
fis-5346	235	58	the	the	DET
fis-5346	235	59	previous	previous	ADJ
fis-5346	235	60	equations	equation	NOUN
fis-5346	235	61	but	but	CCONJ
fis-5346	235	62	by	by	ADP
fis-5346	235	63	replacing	replace	VERB
fis-5346	235	64	the	the	DET
fis-5346	235	65	term	term	NOUN
fis-5346	235	66	(	(	PUNCT
fis-5346	235	67	a/2	a/2	X
fis-5346	235	68	)	)	PUNCT
fis-5346	235	69	with	with	ADP
fis-5346	235	70	(	(	PUNCT
fis-5346	235	71	z/3	z/3	NUM
fis-5346	235	72	)	)	PUNCT
fis-5346	235	73	and	and	CCONJ
fis-5346	235	74	the	the	DET
fis-5346	235	75	concrete	concrete	ADJ
fis-5346	235	76	compressive	compressive	ADJ
fis-5346	235	77	stress	stress	NOUN
fis-5346	235	78	(	(	PUNCT
fis-5346	235	79	0.67fcuab	0.67fcuab	NOUN
fis-5346	235	80	)	)	PUNCT
fis-5346	235	81	with	with	ADP
fis-5346	235	82	(	(	PUNCT
fis-5346	235	83	εceczb/2	εceczb/2	PROPN
fis-5346	235	84	)	)	PUNCT
fis-5346	235	85	according	accord	VERB
fis-5346	235	86	to	to	ADP
fis-5346	235	87	fig	fig	NOUN
fis-5346	235	88	.	.	PUNCT
fis-5346	236	1	16	16	NUM
fis-5346	236	2	.	.	PUNCT
fis-5346	237	1	figure	figure	NOUN
fis-5346	237	2	16	16	NUM
fis-5346	237	3	:	:	PUNCT
fis-5346	237	4	internal	internal	ADJ
fis-5346	237	5	strain	strain	NOUN
fis-5346	237	6	and	and	CCONJ
fis-5346	237	7	stress	stress	NOUN
fis-5346	237	8	distribution	distribution	NOUN
fis-5346	237	9	at	at	ADP
fis-5346	237	10	main	main	ADJ
fis-5346	237	11	steel	steel	NOUN
fis-5346	237	12	yield	yield	NOUN
fis-5346	237	13	strain	strain	NOUN
fis-5346	237	14	.	.	PUNCT
fis-5346	238	1	by	by	ADP
fis-5346	238	2	comparing	compare	VERB
fis-5346	238	3	the	the	DET
fis-5346	238	4	experimental	experimental	ADJ
fis-5346	238	5	strain	strain	NOUN
fis-5346	238	6	readings	reading	NOUN
fis-5346	238	7	with	with	ADP
fis-5346	238	8	the	the	DET
fis-5346	238	9	analytical	analytical	ADJ
fis-5346	238	10	values	value	NOUN
fis-5346	238	11	of	of	ADP
fis-5346	238	12	the	the	DET
fis-5346	238	13	traditional	traditional	ADJ
fis-5346	238	14	rc	rc	NOUN
fis-5346	238	15	and	and	CCONJ
fis-5346	238	16	composite	composite	ADJ
fis-5346	238	17	beams	beam	NOUN
fis-5346	238	18	,	,	PUNCT
fis-5346	238	19	the	the	DET
fis-5346	238	20	strains	strain	NOUN
fis-5346	238	21	is	be	AUX
fis-5346	238	22	very	very	ADV
fis-5346	238	23	closely	closely	ADV
fis-5346	238	24	at	at	ADP
fis-5346	238	25	the	the	DET
fis-5346	238	26	yield	yield	NOUN
fis-5346	238	27	moment	moment	NOUN
fis-5346	238	28	as	as	SCONJ
fis-5346	238	29	shown	show	VERB
fis-5346	238	30	in	in	ADP
fis-5346	238	31	tab	tab	NOUN
fis-5346	238	32	.	.	PUNCT
fis-5346	239	1	8	8	NUM
fis-5346	239	2	.	.	X
fis-5346	240	1	in	in	ADP
fis-5346	240	2	the	the	DET
fis-5346	240	3	external	external	ADJ
fis-5346	240	4	case	case	NOUN
fis-5346	240	5	,	,	PUNCT
fis-5346	240	6	it	it	PRON
fis-5346	240	7	was	be	AUX
fis-5346	240	8	found	find	VERB
fis-5346	240	9	that	that	SCONJ
fis-5346	240	10	the	the	DET
fis-5346	240	11	experimental	experimental	ADJ
fis-5346	240	12	strain	strain	NOUN
fis-5346	240	13	is	be	AUX
fis-5346	240	14	more	more	ADJ
fis-5346	240	15	than	than	ADP
fis-5346	240	16	theoretical	theoretical	ADJ
fis-5346	240	17	due	due	ADP
fis-5346	240	18	to	to	ADP
fis-5346	240	19	the	the	DET
fis-5346	240	20	separation	separation	NOUN
fis-5346	240	21	between	between	ADP
fis-5346	240	22	the	the	DET
fis-5346	240	23	gfrp	gfrp	PROPN
fis-5346	240	24	i	i	PROPN
fis-5346	240	25	-	-	PUNCT
fis-5346	240	26	section	section	NOUN
fis-5346	240	27	and	and	CCONJ
fis-5346	240	28	concrete	concrete	NOUN
fis-5346	240	29	.	.	PUNCT
fis-5346	241	1	m.	m.	NOUN
fis-5346	241	2	a.	a.	PROPN
fis-5346	241	3	m.	m.	PROPN
fis-5346	241	4	khalil	khalil	PROPN
fis-5346	241	5	,	,	PUNCT
fis-5346	241	6	fracture	fracture	PROPN
fis-5346	241	7	and	and	CCONJ
fis-5346	241	8	structural	structural	ADJ
fis-5346	241	9	integrity	integrity	NOUN
fis-5346	241	10	,	,	PUNCT
fis-5346	241	11	72	72	NUM
fis-5346	241	12	(	(	PUNCT
fis-5346	241	13	2025	2025	NUM
fis-5346	241	14	)	)	PUNCT
fis-5346	241	15	193	193	NUM
fis-5346	241	16	-	-	SYM
fis-5346	241	17	210	210	NUM
fis-5346	241	18	;	;	PUNCT
fis-5346	241	19	doi	doi	NOUN
fis-5346	241	20	:	:	PUNCT
fis-5346	241	21	10.3221	10.3221	NUM
fis-5346	241	22	/	/	SYM
fis-5346	241	23	igf	igf	PROPN
fis-5346	241	24	-	-	PUNCT
fis-5346	241	25	esis.72.14	esis.72.14	PROPN
fis-5346	241	26	208	208	NUM
fis-5346	241	27	type	type	NOUN
fis-5346	241	28	specimen	speciman	NOUN
fis-5346	241	29	code	code	NOUN
fis-5346	241	30	exp	exp	NOUN
fis-5346	241	31	.	.	PUNCT
fis-5346	241	32	strain	strain	NOUN
fis-5346	241	33	x	x	SYM
fis-5346	241	34	10	10	NUM
fis-5346	241	35	^	^	SYM
fis-5346	241	36	-6	-6	PROPN
fis-5346	241	37	(	(	PUNCT
fis-5346	241	38	mm	mm	INTJ
fis-5346	241	39	)	)	PUNCT
fis-5346	241	40	analy	analy	PROPN
fis-5346	241	41	.	.	PUNCT
fis-5346	242	1	strain	strain	PROPN
fis-5346	242	2	x	x	X
fis-5346	242	3	10	10	NUM
fis-5346	242	4	^	^	SYM
fis-5346	242	5	-6	-6	PROPN
fis-5346	242	6	(	(	PUNCT
fis-5346	242	7	mm	mm	NOUN
fis-5346	242	8	)	)	PUNCT
fis-5346	242	9	εexp	εexp	NOUN
fis-5346	242	10	.	.	PUNCT
fis-5346	242	11	/	/	PUNCT
fis-5346	242	12	εanaly	εanaly	PROPN
fis-5346	242	13	.	.	PUNCT
fis-5346	243	1	steel	steel	NOUN
fis-5346	243	2	bottom	bottom	PROPN
fis-5346	243	3	flange	flange	NOUN
fis-5346	243	4	top	top	ADJ
fis-5346	243	5	flange	flange	NOUN
fis-5346	243	6	steel	steel	NOUN
fis-5346	243	7	bottom	bottom	NOUN
fis-5346	243	8	flange	flange	NOUN
fis-5346	243	9	top	top	ADJ
fis-5346	243	10	flange	flange	NOUN
fis-5346	243	11	steel	steel	NOUN
fis-5346	243	12	bottom	bottom	NOUN
fis-5346	243	13	flange	flange	NOUN
fis-5346	243	14	top	top	ADJ
fis-5346	243	15	flange	flange	PROPN
fis-5346	243	16	avg	avg	PROPN
fis-5346	243	17	.	.	PUNCT
fis-5346	244	1	gfrp	gfrp	PROPN
fis-5346	244	2	convention	convention	PROPN
fis-5346	244	3	al	al	PROPN
fis-5346	244	4	beams	beam	VERB
fis-5346	244	5	rc1	rc1	PROPN
fis-5346	244	6	2830	2830	NUM
fis-5346	244	7	------------2830	------------2830	PUNCT
fis-5346	244	8	------------1.00	------------1.00	PROPN
fis-5346	244	9	------------------	------------------	PUNCT
fis-5346	244	10	rc2	rc2	PROPN
fis-5346	244	11	2830	2830	NUM
fis-5346	244	12	------------2830	------------2830	PUNCT
fis-5346	244	13	------------1.00	------------1.00	PUNCT
fis-5346	244	14	------------------	------------------	PUNCT
fis-5346	244	15	rc3	rc3	NOUN
fis-5346	244	16	2830	2830	NUM
fis-5346	244	17	------------2830	------------2830	PUNCT
fis-5346	244	18	------------1.00	------------1.00	PUNCT
fis-5346	245	1	------------------	------------------	PUNCT
fis-5346	245	2	internal	internal	ADJ
fis-5346	245	3	composite	composite	ADJ
fis-5346	245	4	beams	beam	NOUN
fis-5346	245	5	rc1gi	rc1gi	NOUN
fis-5346	245	6	-	-	PUNCT
fis-5346	245	7	i	i	PRON
fis-5346	245	8	2830	2830	NUM
fis-5346	245	9	1677	1677	NUM
fis-5346	245	10	989	989	NUM
fis-5346	245	11	2830	2830	NUM
fis-5346	245	12	2426	2426	NUM
fis-5346	245	13	1080	1080	NUM
fis-5346	245	14	1.00	1.00	NUM
fis-5346	245	15	0.69	0.69	NUM
fis-5346	245	16	0.92	0.92	NUM
fis-5346	245	17	0.80	0.80	NUM
fis-5346	245	18	rc2gi	rc2gi	NOUN
fis-5346	245	19	-	-	NOUN
fis-5346	245	20	i	i	PRON
fis-5346	245	21	2830	2830	NUM
fis-5346	245	22	2463	2463	NUM
fis-5346	245	23	1399	1399	NUM
fis-5346	245	24	2830	2830	NUM
fis-5346	245	25	2352	2352	NUM
fis-5346	245	26	1394	1394	NUM
fis-5346	245	27	1.00	1.00	NUM
fis-5346	245	28	1.05	1.05	NUM
fis-5346	245	29	1.00	1.00	NUM
fis-5346	245	30	1.03	1.03	NUM
fis-5346	245	31	rc3gi	rc3gi	NOUN
fis-5346	245	32	-	-	PUNCT
fis-5346	245	33	i	i	PRON
fis-5346	245	34	2830	2830	NUM
fis-5346	245	35	2552	2552	NUM
fis-5346	245	36	2042	2042	NUM
fis-5346	245	37	2830	2830	NUM
fis-5346	245	38	2607	2607	NUM
fis-5346	245	39	1862	1862	NUM
fis-5346	245	40	1.00	1.00	NUM
fis-5346	245	41	0.98	0.98	NUM
fis-5346	245	42	1.10	1.10	NUM
fis-5346	245	43	1.04	1.04	NUM
fis-5346	245	44	external	external	ADJ
fis-5346	245	45	composite	composite	ADJ
fis-5346	245	46	beams	beam	NOUN
fis-5346	245	47	rc1gi	rc1gi	NOUN
fis-5346	245	48	-	-	PUNCT
fis-5346	245	49	e	e	NOUN
fis-5346	245	50	2830	2830	NUM
fis-5346	245	51	2486	2486	NUM
fis-5346	245	52	1630	1630	NUM
fis-5346	245	53	2830	2830	NUM
fis-5346	245	54	2830	2830	NUM
fis-5346	245	55	1415	1415	NUM
fis-5346	245	56	1.00	1.00	NUM
fis-5346	245	57	0.88	0.88	NUM
fis-5346	245	58	1.15	1.15	NUM
fis-5346	245	59	1.02	1.02	NUM
fis-5346	245	60	rc2gi	rc2gi	NOUN
fis-5346	245	61	-	-	NOUN
fis-5346	245	62	e	e	ADJ
fis-5346	245	63	2830	2830	NUM
fis-5346	245	64	2832	2832	NUM
fis-5346	245	65	1189	1189	NUM
fis-5346	245	66	2830	2830	NUM
fis-5346	245	67	2830	2830	NUM
fis-5346	245	68	1415	1415	NUM
fis-5346	245	69	1.00	1.00	NUM
fis-5346	245	70	1.00	1.00	NUM
fis-5346	245	71	0.84	0.84	NUM
fis-5346	245	72	0.92	0.92	NUM
fis-5346	245	73	rc3gi	rc3gi	NOUN
fis-5346	245	74	-	-	PUNCT
fis-5346	245	75	e	e	ADJ
fis-5346	245	76	2830	2830	NUM
fis-5346	245	77	2629	2629	NUM
fis-5346	245	78	1965	1965	NUM
fis-5346	245	79	2830	2830	NUM
fis-5346	245	80	2830	2830	NUM
fis-5346	245	81	1415	1415	NUM
fis-5346	245	82	1.00	1.00	NUM
fis-5346	245	83	0.93	0.93	NUM
fis-5346	245	84	1.39	1.39	NUM
fis-5346	245	85	1.16	1.16	NUM
fis-5346	245	86	table	table	NOUN
fis-5346	245	87	8	8	NUM
fis-5346	245	88	:	:	PUNCT
fis-5346	245	89	comparison	comparison	NOUN
fis-5346	245	90	between	between	ADP
fis-5346	245	91	experimental	experimental	ADJ
fis-5346	245	92	strains	strain	NOUN
fis-5346	245	93	reading	read	VERB
fis-5346	245	94	with	with	ADP
fis-5346	245	95	the	the	DET
fis-5346	245	96	analytical	analytical	ADJ
fis-5346	245	97	values	value	NOUN
fis-5346	245	98	.	.	PUNCT
fis-5346	246	1	by	by	ADP
fis-5346	246	2	comparing	compare	VERB
fis-5346	246	3	between	between	ADP
fis-5346	246	4	the	the	DET
fis-5346	246	5	experimental	experimental	ADJ
fis-5346	246	6	results	result	NOUN
fis-5346	246	7	and	and	CCONJ
fis-5346	246	8	the	the	DET
fis-5346	246	9	proposed	propose	VERB
fis-5346	246	10	theoretical	theoretical	ADJ
fis-5346	246	11	equation	equation	NOUN
fis-5346	246	12	of	of	ADP
fis-5346	246	13	the	the	DET
fis-5346	246	14	composite	composite	ADJ
fis-5346	246	15	section	section	NOUN
fis-5346	246	16	,	,	PUNCT
fis-5346	246	17	the	the	DET
fis-5346	246	18	results	result	NOUN
fis-5346	246	19	is	be	AUX
fis-5346	246	20	very	very	ADV
fis-5346	246	21	closely	closely	ADV
fis-5346	246	22	to	to	ADP
fis-5346	246	23	the	the	DET
fis-5346	246	24	yield	yield	NOUN
fis-5346	246	25	moment	moment	NOUN
fis-5346	246	26	,	,	PUNCT
fis-5346	246	27	which	which	PRON
fis-5346	246	28	indicating	indicate	VERB
fis-5346	246	29	the	the	DET
fis-5346	246	30	reliability	reliability	NOUN
fis-5346	246	31	of	of	ADP
fis-5346	246	32	the	the	DET
fis-5346	246	33	results	result	NOUN
fis-5346	246	34	that	that	PRON
fis-5346	246	35	no	no	DET
fis-5346	246	36	significant	significant	ADJ
fis-5346	246	37	differences	difference	NOUN
fis-5346	246	38	in	in	ADP
fis-5346	246	39	the	the	DET
fis-5346	246	40	yield	yield	NOUN
fis-5346	246	41	moments	moment	NOUN
fis-5346	246	42	were	be	AUX
fis-5346	246	43	found	find	VERB
fis-5346	246	44	as	as	SCONJ
fis-5346	246	45	shown	show	VERB
fis-5346	246	46	in	in	ADP
fis-5346	246	47	fig	fig	NOUN
fis-5346	246	48	.	.	PUNCT
fis-5346	247	1	17	17	NUM
fis-5346	247	2	and	and	CCONJ
fis-5346	247	3	tab	tab	NOUN
fis-5346	247	4	.	.	PUNCT
fis-5346	248	1	9	9	X
fis-5346	248	2	.	.	X
fis-5346	249	1	the	the	DET
fis-5346	249	2	theoretical	theoretical	ADJ
fis-5346	249	3	calculations	calculation	NOUN
fis-5346	249	4	and	and	CCONJ
fis-5346	249	5	the	the	DET
fis-5346	249	6	precision	precision	NOUN
fis-5346	249	7	of	of	ADP
fis-5346	249	8	the	the	DET
fis-5346	249	9	proposed	propose	VERB
fis-5346	249	10	design	design	NOUN
fis-5346	249	11	were	be	AUX
fis-5346	249	12	able	able	ADJ
fis-5346	249	13	to	to	PART
fis-5346	249	14	accurately	accurately	ADV
fis-5346	249	15	predict	predict	VERB
fis-5346	249	16	the	the	DET
fis-5346	249	17	flexural	flexural	ADJ
fis-5346	249	18	behavior	behavior	NOUN
fis-5346	249	19	of	of	ADP
fis-5346	249	20	composite	composite	ADJ
fis-5346	249	21	and	and	CCONJ
fis-5346	249	22	strengthened	strengthen	VERB
fis-5346	249	23	beams	beam	NOUN
fis-5346	249	24	taking	take	VERB
fis-5346	249	25	into	into	ADP
fis-5346	249	26	consideration	consideration	NOUN
fis-5346	249	27	the	the	DET
fis-5346	249	28	value	value	NOUN
fis-5346	249	29	of	of	ADP
fis-5346	249	30	the	the	DET
fis-5346	249	31	interface	interface	NOUN
fis-5346	249	32	slip	slip	NOUN
fis-5346	249	33	between	between	ADP
fis-5346	249	34	gfrp	gfrp	PROPN
fis-5346	249	35	profile	profile	NOUN
fis-5346	249	36	and	and	CCONJ
fis-5346	249	37	the	the	DET
fis-5346	249	38	concrete	concrete	NOUN
fis-5346	249	39	.	.	PUNCT
fis-5346	250	1	figure	figure	NOUN
fis-5346	250	2	17	17	NUM
fis-5346	250	3	:	:	PUNCT
fis-5346	250	4	comparison	comparison	NOUN
fis-5346	250	5	between	between	ADP
fis-5346	250	6	experimental	experimental	ADJ
fis-5346	250	7	and	and	CCONJ
fis-5346	250	8	theoretical	theoretical	ADJ
fis-5346	250	9	yield	yield	NOUN
fis-5346	250	10	moments	moment	NOUN
fis-5346	250	11	.	.	PUNCT
fis-5346	251	1	type	type	NOUN
fis-5346	251	2	specimen	specimen	PROPN
fis-5346	251	3	code	code	NOUN
fis-5346	251	4	yield	yield	NOUN
fis-5346	251	5	moments	moment	NOUN
fis-5346	251	6	(	(	PUNCT
fis-5346	251	7	my	my	NOUN
fis-5346	251	8	)	)	PUNCT
fis-5346	251	9	(	(	PUNCT
fis-5346	251	10	kn.m	kn.m	PROPN
fis-5346	251	11	)	)	PUNCT
fis-5346	251	12	mexp	mexp	NOUN
fis-5346	251	13	.	.	PUNCT
fis-5346	251	14	/	/	SYM
fis-5346	251	15	mtheo	mtheo	PROPN
fis-5346	251	16	.	.	PUNCT
fis-5346	252	1	mexp	mexp	PROPN
fis-5346	252	2	.	.	PUNCT
fis-5346	253	1	mtheo	mtheo	PROPN
fis-5346	253	2	.	.	PUNCT
fis-5346	254	1	conventional	conventional	ADJ
fis-5346	254	2	beams	beam	NOUN
fis-5346	254	3	rc1	rc1	NOUN
fis-5346	254	4	33.68	33.68	NUM
fis-5346	254	5	31.56	31.56	NUM
fis-5346	254	6	1.07	1.07	NUM
fis-5346	254	7	rc2	rc2	PROPN
fis-5346	254	8	45.97	45.97	NUM
fis-5346	254	9	46.52	46.52	NUM
fis-5346	254	10	0.99	0.99	NUM
fis-5346	254	11	rc3	rc3	NOUN
fis-5346	254	12	62.96	62.96	NUM
fis-5346	254	13	64.95	64.95	NUM
fis-5346	254	14	0.97	0.97	NUM
fis-5346	254	15	internal	internal	ADJ
fis-5346	254	16	composite	composite	ADJ
fis-5346	254	17	beams	beam	NOUN
fis-5346	254	18	rc1gi	rc1gi	NOUN
fis-5346	254	19	-	-	PUNCT
fis-5346	254	20	i	i	PRON
fis-5346	254	21	41.65	41.65	NUM
fis-5346	254	22	42.47	42.47	NUM
fis-5346	254	23	0.98	0.98	NUM
fis-5346	254	24	rc2gi	rc2gi	NOUN
fis-5346	254	25	-	-	PUNCT
fis-5346	254	26	i	i	PRON
fis-5346	254	27	62.92	62.92	NUM
fis-5346	254	28	65.39	65.39	NUM
fis-5346	254	29	0.96	0.96	NUM
fis-5346	254	30	rc3gi	rc3gi	NOUN
fis-5346	254	31	-	-	NOUN
fis-5346	254	32	i	i	PRON
fis-5346	254	33	86.35	86.35	NUM
fis-5346	254	34	86.10	86.10	NUM
fis-5346	254	35	1.00	1.00	NUM
fis-5346	254	36	external	external	ADJ
fis-5346	254	37	composite	composite	ADJ
fis-5346	254	38	beams	beam	NOUN
fis-5346	254	39	rc1gi	rc1gi	NOUN
fis-5346	254	40	-	-	PUNCT
fis-5346	254	41	e	e	NOUN
fis-5346	254	42	54.60	54.60	NUM
fis-5346	254	43	53.99	53.99	NUM
fis-5346	254	44	1.01	1.01	NUM
fis-5346	254	45	rc2gi	rc2gi	NOUN
fis-5346	254	46	-	-	PUNCT
fis-5346	254	47	e	e	ADP
fis-5346	254	48	95.95	95.95	NUM
fis-5346	254	49	93.34	93.34	NUM
fis-5346	254	50	1.03	1.03	NUM
fis-5346	254	51	rc3gi	rc3gi	NOUN
fis-5346	254	52	-	-	PUNCT
fis-5346	254	53	e	e	NOUN
fis-5346	254	54	109.12	109.12	NUM
fis-5346	254	55	107.35	107.35	NUM
fis-5346	254	56	1.02	1.02	NUM
fis-5346	254	57	table	table	NOUN
fis-5346	254	58	9	9	NUM
fis-5346	254	59	:	:	PUNCT
fis-5346	254	60	comparison	comparison	NOUN
fis-5346	254	61	between	between	ADP
fis-5346	254	62	experimental	experimental	ADJ
fis-5346	254	63	and	and	CCONJ
fis-5346	254	64	theoretical	theoretical	ADJ
fis-5346	254	65	results	result	NOUN
fis-5346	254	66	of	of	ADP
fis-5346	254	67	beams	beam	NOUN
fis-5346	254	68	.	.	PUNCT
fis-5346	255	1	conclusions	conclusion	NOUN
fis-5346	255	2	rom	rom	PROPN
fis-5346	255	3	experimental	experimental	ADJ
fis-5346	255	4	and	and	CCONJ
fis-5346	255	5	theoretical	theoretical	ADJ
fis-5346	255	6	results	result	NOUN
fis-5346	255	7	on	on	ADP
fis-5346	255	8	the	the	DET
fis-5346	255	9	flexural	flexural	ADJ
fis-5346	255	10	behavior	behavior	NOUN
fis-5346	255	11	of	of	ADP
fis-5346	255	12	the	the	DET
fis-5346	255	13	proposed	propose	VERB
fis-5346	255	14	composite	composite	ADJ
fis-5346	255	15	beams	beam	NOUN
fis-5346	255	16	reinforced	reinforce	VERB
fis-5346	255	17	with	with	ADP
fis-5346	255	18	steel	steel	NOUN
fis-5346	255	19	bars	bar	NOUN
fis-5346	255	20	and	and	CCONJ
fis-5346	255	21	(	(	PUNCT
fis-5346	255	22	gfrp	gfrp	PROPN
fis-5346	255	23	)	)	PUNCT
fis-5346	255	24	i	i	PROPN
fis-5346	255	25	-	-	PUNCT
fis-5346	255	26	section	section	NOUN
fis-5346	255	27	,	,	PUNCT
fis-5346	255	28	the	the	DET
fis-5346	255	29	following	follow	VERB
fis-5346	255	30	conclusions	conclusion	NOUN
fis-5346	255	31	can	can	AUX
fis-5346	255	32	be	be	AUX
fis-5346	255	33	drawn	draw	VERB
fis-5346	255	34	:	:	PUNCT
fis-5346	255	35	glass	glass	NOUN
fis-5346	255	36	fiber	fiber	NOUN
fis-5346	255	37	reinforced	reinforce	VERB
fis-5346	255	38	polymer	polymer	NOUN
fis-5346	255	39	(	(	PUNCT
fis-5346	255	40	gfrp	gfrp	PROPN
fis-5346	255	41	)	)	PUNCT
fis-5346	255	42	i	i	PROPN
fis-5346	255	43	-	-	PUNCT
fis-5346	255	44	section	section	NOUN
fis-5346	255	45	composite	composite	ADJ
fis-5346	255	46	concrete	concrete	ADJ
fis-5346	255	47	beams	beam	NOUN
fis-5346	255	48	proved	prove	VERB
fis-5346	255	49	to	to	PART
fis-5346	255	50	be	be	AUX
fis-5346	255	51	an	an	DET
fis-5346	255	52	efficient	efficient	ADJ
fis-5346	255	53	f	f	PROPN
fis-5346	255	54	m.	m.	NOUN
fis-5346	255	55	a.	a.	PROPN
fis-5346	255	56	m.	m.	PROPN
fis-5346	255	57	khalil	khalil	PROPN
fis-5346	255	58	,	,	PUNCT
fis-5346	255	59	fracture	fracture	PROPN
fis-5346	255	60	and	and	CCONJ
fis-5346	255	61	structural	structural	ADJ
fis-5346	255	62	integrity	integrity	NOUN
fis-5346	255	63	,	,	PUNCT
fis-5346	255	64	72	72	NUM
fis-5346	255	65	(	(	PUNCT
fis-5346	255	66	2025	2025	NUM
fis-5346	255	67	)	)	PUNCT
fis-5346	255	68	193	193	NUM
fis-5346	255	69	-	-	SYM
fis-5346	255	70	210	210	NUM
fis-5346	255	71	;	;	PUNCT
fis-5346	255	72	doi	doi	NOUN
fis-5346	255	73	:	:	PUNCT
fis-5346	255	74	10.3221	10.3221	NUM
fis-5346	255	75	/	/	SYM
fis-5346	255	76	igf	igf	PROPN
fis-5346	255	77	-	-	PUNCT
fis-5346	255	78	esis.72.14	esis.72.14	PROPN
fis-5346	255	79	209	209	NUM
fis-5346	255	80	structure	structure	NOUN
fis-5346	255	81	element	element	NOUN
fis-5346	255	82	with	with	ADP
fis-5346	255	83	a	a	DET
fis-5346	255	84	high	high	ADJ
fis-5346	255	85	bending	bending	NOUN
fis-5346	255	86	capacity	capacity	NOUN
fis-5346	255	87	and	and	CCONJ
fis-5346	255	88	bending	bend	VERB
fis-5346	255	89	stiffness	stiffness	NOUN
fis-5346	255	90	.	.	PUNCT
fis-5346	256	1	however	however	ADV
fis-5346	256	2	,	,	PUNCT
fis-5346	256	3	the	the	DET
fis-5346	256	4	energy	energy	NOUN
fis-5346	256	5	ductility	ductility	NOUN
fis-5346	256	6	was	be	AUX
fis-5346	256	7	lower	low	ADJ
fis-5346	256	8	as	as	ADP
fis-5346	256	9	the	the	DET
fis-5346	256	10	elastic	elastic	ADJ
fis-5346	256	11	modulus	modulus	NOUN
fis-5346	256	12	of	of	ADP
fis-5346	256	13	gfrp	gfrp	PROPN
fis-5346	256	14	profile	profile	NOUN
fis-5346	256	15	.	.	PUNCT
fis-5346	257	1	compared	compare	VERB
fis-5346	257	2	with	with	ADP
fis-5346	257	3	the	the	DET
fis-5346	257	4	conventional	conventional	ADJ
fis-5346	257	5	reinforced	reinforce	VERB
fis-5346	257	6	concrete	concrete	ADJ
fis-5346	257	7	beam	beam	NOUN
fis-5346	257	8	,	,	PUNCT
fis-5346	257	9	the	the	DET
fis-5346	257	10	composite	composite	ADJ
fis-5346	257	11	beam	beam	NOUN
fis-5346	257	12	with	with	ADP
fis-5346	257	13	internal	internal	ADJ
fis-5346	257	14	gfrp	gfrp	PROPN
fis-5346	257	15	i	i	PROPN
fis-5346	257	16	-	-	PUNCT
fis-5346	257	17	section	section	NOUN
fis-5346	257	18	showed	show	VERB
fis-5346	257	19	62	62	NUM
fis-5346	257	20	%	%	NOUN
fis-5346	257	21	to	to	PART
fis-5346	257	22	113	113	NUM
fis-5346	257	23	%	%	NOUN
fis-5346	257	24	higher	high	ADJ
fis-5346	257	25	ultimate	ultimate	ADJ
fis-5346	257	26	capacity	capacity	NOUN
fis-5346	257	27	and	and	CCONJ
fis-5346	257	28	63	63	NUM
fis-5346	257	29	%	%	NOUN
fis-5346	257	30	to	to	PART
fis-5346	257	31	98	98	NUM
fis-5346	257	32	%	%	NOUN
fis-5346	257	33	with	with	ADP
fis-5346	257	34	external	external	ADJ
fis-5346	257	35	gfrp	gfrp	PROPN
fis-5346	257	36	i	i	PROPN
fis-5346	257	37	-	-	PUNCT
fis-5346	257	38	section	section	NOUN
fis-5346	257	39	,	,	PUNCT
fis-5346	257	40	and	and	CCONJ
fis-5346	257	41	less	less	ADJ
fis-5346	257	42	deflection	deflection	NOUN
fis-5346	257	43	at	at	ADP
fis-5346	257	44	the	the	DET
fis-5346	257	45	same	same	ADJ
fis-5346	257	46	level	level	NOUN
fis-5346	257	47	.	.	PUNCT
fis-5346	258	1	the	the	DET
fis-5346	258	2	behavior	behavior	NOUN
fis-5346	258	3	of	of	ADP
fis-5346	258	4	composite	composite	ADJ
fis-5346	258	5	beams	beam	NOUN
fis-5346	258	6	reinforced	reinforce	VERB
fis-5346	258	7	with	with	ADP
fis-5346	258	8	steel	steel	NOUN
fis-5346	258	9	bars	bar	NOUN
fis-5346	258	10	and	and	CCONJ
fis-5346	258	11	gfrp	gfrp	PROPN
fis-5346	258	12	i	i	PROPN
fis-5346	258	13	-	-	PUNCT
fis-5346	258	14	section	section	NOUN
fis-5346	258	15	exposed	expose	VERB
fis-5346	258	16	to	to	ADP
fis-5346	258	17	fire	fire	NOUN
fis-5346	258	18	at	at	ADP
fis-5346	258	19	500	500	NUM
fis-5346	258	20	°	°	ADP
fis-5346	258	21	c	c	NOUN
fis-5346	258	22	for	for	ADP
fis-5346	258	23	one	one	NUM
fis-5346	258	24	and	and	CCONJ
fis-5346	258	25	half	half	ADJ
fis-5346	258	26	hours	hour	NOUN
fis-5346	258	27	exhibited	exhibit	VERB
fis-5346	258	28	a	a	DET
fis-5346	258	29	very	very	ADV
fis-5346	258	30	small	small	ADJ
fis-5346	258	31	effect	effect	NOUN
fis-5346	258	32	for	for	ADP
fis-5346	258	33	fire	fire	NOUN
fis-5346	258	34	exposure	exposure	NOUN
fis-5346	258	35	,	,	PUNCT
fis-5346	258	36	not	not	PART
fis-5346	258	37	exceeding	exceed	VERB
fis-5346	258	38	5	5	NUM
fis-5346	258	39	%	%	NOUN
fis-5346	258	40	for	for	ADP
fis-5346	258	41	the	the	DET
fis-5346	258	42	yield	yield	NOUN
fis-5346	258	43	load	load	NOUN
fis-5346	258	44	.	.	PUNCT
fis-5346	259	1	compared	compare	VERB
fis-5346	259	2	with	with	ADP
fis-5346	259	3	the	the	DET
fis-5346	259	4	beams	beam	NOUN
fis-5346	259	5	strengthened	strengthen	VERB
fis-5346	259	6	with	with	ADP
fis-5346	259	7	the	the	DET
fis-5346	259	8	external	external	ADJ
fis-5346	259	9	i	i	PROPN
fis-5346	259	10	-	-	PUNCT
fis-5346	259	11	section	section	NOUN
fis-5346	259	12	,	,	PUNCT
fis-5346	259	13	the	the	DET
fis-5346	259	14	fire	fire	NOUN
fis-5346	259	15	performance	performance	NOUN
fis-5346	259	16	of	of	ADP
fis-5346	259	17	the	the	DET
fis-5346	259	18	composite	composite	ADJ
fis-5346	259	19	beams	beam	NOUN
fis-5346	259	20	is	be	AUX
fis-5346	259	21	increased	increase	VERB
fis-5346	259	22	because	because	SCONJ
fis-5346	259	23	the	the	DET
fis-5346	259	24	i	i	PROPN
fis-5346	259	25	-	-	PUNCT
fis-5346	259	26	section	section	NOUN
fis-5346	259	27	is	be	AUX
fis-5346	259	28	protected	protect	VERB
fis-5346	259	29	by	by	ADP
fis-5346	259	30	the	the	DET
fis-5346	259	31	surrounding	surround	VERB
fis-5346	259	32	concrete	concrete	NOUN
fis-5346	259	33	,	,	PUNCT
fis-5346	259	34	the	the	DET
fis-5346	259	35	stability	stability	NOUN
fis-5346	259	36	of	of	ADP
fis-5346	259	37	the	the	DET
fis-5346	259	38	i	i	PROPN
fis-5346	259	39	-	-	PUNCT
fis-5346	259	40	section	section	NOUN
fis-5346	259	41	is	be	AUX
fis-5346	259	42	increased	increase	VERB
fis-5346	259	43	because	because	SCONJ
fis-5346	259	44	of	of	ADP
fis-5346	259	45	the	the	DET
fis-5346	259	46	concrete	concrete	ADJ
fis-5346	259	47	casing	casing	NOUN
fis-5346	259	48	,	,	PUNCT
fis-5346	259	49	and	and	CCONJ
fis-5346	259	50	then	then	ADV
fis-5346	259	51	,	,	PUNCT
fis-5346	259	52	the	the	DET
fis-5346	259	53	bond	bond	NOUN
fis-5346	259	54	between	between	ADP
fis-5346	259	55	the	the	DET
fis-5346	259	56	concrete	concrete	ADJ
fis-5346	259	57	and	and	CCONJ
fis-5346	259	58	i	i	PROPN
fis-5346	259	59	-	-	PUNCT
fis-5346	259	60	section	section	NOUN
fis-5346	259	61	can	can	AUX
fis-5346	259	62	be	be	AUX
fis-5346	259	63	increased	increase	VERB
fis-5346	259	64	.	.	PUNCT
fis-5346	260	1	gfrp	gfrp	PROPN
fis-5346	260	2	profile	profile	NOUN
fis-5346	260	3	is	be	AUX
fis-5346	260	4	more	more	ADV
fis-5346	260	5	efficiently	efficiently	ADV
fis-5346	260	6	utilized	utilize	VERB
fis-5346	260	7	when	when	SCONJ
fis-5346	260	8	placed	place	VERB
fis-5346	260	9	near	near	ADV
fis-5346	260	10	close	close	ADV
fis-5346	260	11	to	to	ADP
fis-5346	260	12	the	the	DET
fis-5346	260	13	tensioned	tensione	VERB
fis-5346	260	14	fiber	fiber	NOUN
fis-5346	260	15	and	and	CCONJ
fis-5346	260	16	the	the	DET
fis-5346	260	17	bottom	bottom	ADJ
fis-5346	260	18	flange	flange	NOUN
fis-5346	260	19	of	of	ADP
fis-5346	260	20	the	the	DET
fis-5346	260	21	i	i	PROPN
fis-5346	260	22	-	-	PUNCT
fis-5346	260	23	section	section	NOUN
fis-5346	260	24	is	be	AUX
fis-5346	260	25	highly	highly	ADV
fis-5346	260	26	utilized	utilize	VERB
fis-5346	260	27	and	and	CCONJ
fis-5346	260	28	is	be	AUX
fis-5346	260	29	more	more	ADV
fis-5346	260	30	efficient	efficient	ADJ
fis-5346	260	31	than	than	ADP
fis-5346	260	32	the	the	DET
fis-5346	260	33	top	top	ADJ
fis-5346	260	34	flange	flange	NOUN
fis-5346	260	35	.	.	PUNCT
fis-5346	261	1	in	in	ADP
fis-5346	261	2	addition	addition	NOUN
fis-5346	261	3	,	,	PUNCT
fis-5346	261	4	the	the	DET
fis-5346	261	5	bottom	bottom	ADJ
fis-5346	261	6	flange	flange	NOUN
fis-5346	261	7	can	can	AUX
fis-5346	261	8	provide	provide	VERB
fis-5346	261	9	high	high	ADJ
fis-5346	261	10	tensile	tensile	NOUN
fis-5346	261	11	strength	strength	NOUN
fis-5346	261	12	.	.	PUNCT
fis-5346	262	1	slip	slip	NOUN
fis-5346	262	2	occurs	occur	VERB
fis-5346	262	3	between	between	ADP
fis-5346	262	4	the	the	DET
fis-5346	262	5	concrete	concrete	NOUN
fis-5346	262	6	and	and	CCONJ
fis-5346	262	7	the	the	DET
fis-5346	262	8	gfrp	gfrp	PROPN
fis-5346	262	9	profile	profile	NOUN
fis-5346	262	10	,	,	PUNCT
fis-5346	262	11	which	which	PRON
fis-5346	262	12	reduces	reduce	VERB
fis-5346	262	13	the	the	DET
fis-5346	262	14	load	load	NOUN
fis-5346	262	15	-	-	PUNCT
fis-5346	262	16	carrying	carrying	NOUN
fis-5346	262	17	of	of	ADP
fis-5346	262	18	the	the	DET
fis-5346	262	19	beam	beam	NOUN
fis-5346	262	20	specimens	specimen	NOUN
fis-5346	262	21	to	to	ADP
fis-5346	262	22	some	some	DET
fis-5346	262	23	extent	extent	NOUN
fis-5346	262	24	but	but	CCONJ
fis-5346	262	25	only	only	ADV
fis-5346	262	26	after	after	SCONJ
fis-5346	262	27	the	the	DET
fis-5346	262	28	yield	yield	NOUN
fis-5346	262	29	strength	strength	NOUN
fis-5346	262	30	is	be	AUX
fis-5346	262	31	reached	reach	VERB
fis-5346	262	32	.	.	PUNCT
fis-5346	263	1	for	for	ADP
fis-5346	263	2	beams	beam	NOUN
fis-5346	263	3	exposed	expose	VERB
fis-5346	263	4	to	to	ADP
fis-5346	263	5	negative	negative	ADJ
fis-5346	263	6	bending	bend	VERB
fis-5346	263	7	moments	moment	NOUN
fis-5346	263	8	,	,	PUNCT
fis-5346	263	9	the	the	DET
fis-5346	263	10	bottom	bottom	ADJ
fis-5346	263	11	flange	flange	NOUN
fis-5346	263	12	of	of	ADP
fis-5346	263	13	the	the	DET
fis-5346	263	14	external	external	ADJ
fis-5346	263	15	gfrp	gfrp	PROPN
fis-5346	263	16	i	i	PROPN
fis-5346	263	17	-	-	PUNCT
fis-5346	263	18	section	section	NOUN
fis-5346	263	19	under	under	ADP
fis-5346	263	20	compression	compression	NOUN
fis-5346	263	21	causes	cause	VERB
fis-5346	263	22	mostly	mostly	ADV
fis-5346	263	23	lateral	lateral	ADJ
fis-5346	263	24	torsional	torsional	ADJ
fis-5346	263	25	buckling	buckling	NOUN
fis-5346	263	26	,	,	PUNCT
fis-5346	263	27	with	with	ADP
fis-5346	263	28	confirmation	confirmation	NOUN
fis-5346	263	29	to	to	PART
fis-5346	263	30	prevent	prevent	VERB
fis-5346	263	31	the	the	DET
fis-5346	263	32	top	top	ADJ
fis-5346	263	33	flange	flange	NOUN
fis-5346	263	34	local	local	ADJ
fis-5346	263	35	buckling	buckling	NOUN
fis-5346	263	36	,	,	PUNCT
fis-5346	263	37	so	so	SCONJ
fis-5346	263	38	it	it	PRON
fis-5346	263	39	is	be	AUX
fis-5346	263	40	no	no	ADV
fis-5346	263	41	longer	long	ADV
fis-5346	263	42	fully	fully	ADV
fis-5346	263	43	attached	attach	VERB
fis-5346	263	44	by	by	ADP
fis-5346	263	45	the	the	DET
fis-5346	263	46	concrete	concrete	ADJ
fis-5346	263	47	beam	beam	NOUN
fis-5346	263	48	.	.	PUNCT
fis-5346	264	1	for	for	ADP
fis-5346	264	2	beams	beam	NOUN
fis-5346	264	3	strengthened	strengthen	VERB
fis-5346	264	4	externally	externally	ADV
fis-5346	264	5	with	with	ADP
fis-5346	264	6	gfrp	gfrp	PROPN
fis-5346	264	7	i	i	PROPN
fis-5346	264	8	-	-	PUNCT
fis-5346	264	9	section	section	NOUN
fis-5346	264	10	,	,	PUNCT
fis-5346	264	11	the	the	DET
fis-5346	264	12	strain	strain	NOUN
fis-5346	264	13	in	in	ADP
fis-5346	264	14	the	the	DET
fis-5346	264	15	upper	upper	ADJ
fis-5346	264	16	flange	flange	NOUN
fis-5346	264	17	decreases	decrease	VERB
fis-5346	264	18	to	to	ADP
fis-5346	264	19	half	half	DET
fis-5346	264	20	the	the	DET
fis-5346	264	21	value	value	NOUN
fis-5346	264	22	of	of	ADP
fis-5346	264	23	the	the	DET
fis-5346	264	24	strain	strain	NOUN
fis-5346	264	25	in	in	ADP
fis-5346	264	26	the	the	DET
fis-5346	264	27	tensile	tensile	NOUN
fis-5346	264	28	steel	steel	NOUN
fis-5346	264	29	,	,	PUNCT
fis-5346	264	30	while	while	SCONJ
fis-5346	264	31	it	it	PRON
fis-5346	264	32	is	be	AUX
fis-5346	264	33	equal	equal	ADJ
fis-5346	264	34	to	to	ADP
fis-5346	264	35	the	the	DET
fis-5346	264	36	value	value	NOUN
fis-5346	264	37	of	of	ADP
fis-5346	264	38	the	the	DET
fis-5346	264	39	strain	strain	NOUN
fis-5346	264	40	in	in	ADP
fis-5346	264	41	the	the	DET
fis-5346	264	42	tensile	tensile	NOUN
fis-5346	264	43	steel	steel	NOUN
fis-5346	264	44	in	in	ADP
fis-5346	264	45	the	the	DET
fis-5346	264	46	lower	low	ADJ
fis-5346	264	47	flange	flange	NOUN
fis-5346	264	48	and	and	CCONJ
fis-5346	264	49	the	the	DET
fis-5346	264	50	sliding	sliding	NOUN
fis-5346	264	51	occurs	occur	VERB
fis-5346	264	52	between	between	ADP
fis-5346	264	53	the	the	DET
fis-5346	264	54	concrete	concrete	NOUN
fis-5346	264	55	and	and	CCONJ
fis-5346	264	56	the	the	DET
fis-5346	264	57	gfrp	gfrp	PROPN
fis-5346	264	58	profile	profile	NOUN
fis-5346	264	59	.	.	PUNCT
fis-5346	265	1	the	the	DET
fis-5346	265	2	crush	crush	NOUN
fis-5346	265	3	failure	failure	NOUN
fis-5346	265	4	of	of	ADP
fis-5346	265	5	some	some	PRON
fis-5346	265	6	of	of	ADP
fis-5346	265	7	the	the	DET
fis-5346	265	8	gfrp	gfrp	PROPN
fis-5346	265	9	i	i	PROPN
fis-5346	265	10	-	-	PUNCT
fis-5346	265	11	section	section	NOUN
fis-5346	265	12	specimens	specimen	NOUN
fis-5346	265	13	refers	refer	VERB
fis-5346	265	14	that	that	SCONJ
fis-5346	265	15	stiffeners	stiffener	NOUN
fis-5346	265	16	should	should	AUX
fis-5346	265	17	be	be	AUX
fis-5346	265	18	placed	place	VERB
fis-5346	265	19	under	under	ADP
fis-5346	265	20	concentrated	concentrated	ADJ
fis-5346	265	21	load	load	NOUN
fis-5346	265	22	areas	area	NOUN
fis-5346	265	23	to	to	PART
fis-5346	265	24	prevent	prevent	VERB
fis-5346	265	25	early	early	ADJ
fis-5346	265	26	failure	failure	NOUN
fis-5346	265	27	due	due	ADP
fis-5346	265	28	to	to	ADP
fis-5346	265	29	by	by	ADP
fis-5346	265	30	high	high	ADJ
fis-5346	265	31	shear	shear	NOUN
fis-5346	265	32	stress	stress	NOUN
fis-5346	265	33	concentrations	concentration	NOUN
fis-5346	265	34	.	.	PUNCT
fis-5346	266	1	references	reference	NOUN
fis-5346	266	2	[	[	X
fis-5346	266	3	1	1	NUM
fis-5346	266	4	]	]	X
fis-5346	266	5	ibrahim	ibrahim	PROPN
fis-5346	266	6	,	,	PUNCT
fis-5346	266	7	t.	t.	PROPN
fis-5346	266	8	,	,	PUNCT
fis-5346	266	9	allawi	allawi	NOUN
fis-5346	266	10	,	,	PUNCT
fis-5346	266	11	a.	a.	NOUN
fis-5346	266	12	and	and	CCONJ
fis-5346	266	13	el	el	PROPN
fis-5346	266	14	-	-	NOUN
fis-5346	266	15	zohairy	zohairy	NUM
fis-5346	266	16	,	,	PUNCT
fis-5346	266	17	a.	a.	NOUN
fis-5346	266	18	(	(	PUNCT
fis-5346	266	19	2022	2022	NUM
fis-5346	266	20	)	)	PUNCT
fis-5346	266	21	.	.	PUNCT
fis-5346	267	1	experimental	experimental	ADJ
fis-5346	267	2	and	and	CCONJ
fis-5346	267	3	fe	fe	NOUN
fis-5346	267	4	analysis	analysis	NOUN
fis-5346	267	5	of	of	ADP
fis-5346	267	6	composite	composite	ADJ
fis-5346	267	7	rc	rc	PROPN
fis-5346	267	8	beams	beam	NOUN
fis-5346	267	9	with	with	ADP
fis-5346	267	10	encased	encased	ADJ
fis-5346	267	11	pultruded	pultrude	VERB
fis-5346	267	12	gfrp	gfrp	NOUN
fis-5346	267	13	i	i	NOUN
fis-5346	267	14	-	-	PUNCT
fis-5346	267	15	beam	beam	NOUN
fis-5346	267	16	under	under	ADP
fis-5346	267	17	static	static	ADJ
fis-5346	267	18	loads	load	NOUN
fis-5346	267	19	,	,	PUNCT
fis-5346	267	20	advances	advance	NOUN
fis-5346	267	21	in	in	ADP
fis-5346	267	22	structural	structural	ADJ
fis-5346	267	23	engineering	engineering	NOUN
fis-5346	267	24	,	,	PUNCT
fis-5346	267	25	26	26	NUM
fis-5346	267	26	(	(	PUNCT
fis-5346	267	27	3	3	NUM
fis-5346	267	28	)	)	PUNCT
fis-5346	267	29	,	,	PUNCT
fis-5346	267	30	pp	pp	ADJ
fis-5346	267	31	.	.	PUNCT
fis-5346	268	1	516	516	NUM
fis-5346	268	2	-	-	SYM
fis-5346	268	3	532	532	NUM
fis-5346	268	4	,	,	PUNCT
fis-5346	268	5	doi	doi	NOUN
fis-5346	268	6	:	:	PUNCT
fis-5346	268	7	10.1177/13694332221130795	10.1177/13694332221130795	NUM
fis-5346	268	8	.	.	PUNCT
fis-5346	269	1	[	[	X
fis-5346	269	2	2	2	NUM
fis-5346	269	3	]	]	X
fis-5346	269	4	zhang	zhang	PROPN
fis-5346	269	5	,	,	PUNCT
fis-5346	269	6	p.	p.	PROPN
fis-5346	269	7	,	,	PUNCT
fis-5346	269	8	zhang	zhang	PROPN
fis-5346	269	9	,	,	PUNCT
fis-5346	269	10	y.	y.	PROPN
fis-5346	269	11	,	,	PUNCT
fis-5346	269	12	yang	yang	PROPN
fis-5346	269	13	,	,	PUNCT
fis-5346	269	14	s.	s.	PROPN
fis-5346	269	15	,	,	PUNCT
fis-5346	269	16	liu	liu	PROPN
fis-5346	269	17	,	,	PUNCT
fis-5346	269	18	y.	y.	PROPN
fis-5346	269	19	and	and	CCONJ
fis-5346	269	20	ahmed	ahmed	PROPN
fis-5346	269	21	,	,	PUNCT
fis-5346	269	22	s.	s.	PROPN
fis-5346	269	23	(	(	PUNCT
fis-5346	269	24	2023	2023	NUM
fis-5346	269	25	)	)	PUNCT
fis-5346	269	26	.	.	PUNCT
fis-5346	270	1	experimental	experimental	ADJ
fis-5346	270	2	tests	test	NOUN
fis-5346	270	3	of	of	ADP
fis-5346	270	4	frp	frp	PROPN
fis-5346	270	5	-	-	PUNCT
fis-5346	270	6	hsc	hsc	PROPN
fis-5346	270	7	hybrid	hybrid	ADJ
fis-5346	270	8	beams	beam	NOUN
fis-5346	270	9	under	under	ADP
fis-5346	270	10	four	four	NUM
fis-5346	270	11	-	-	PUNCT
fis-5346	270	12	point	point	NOUN
fis-5346	270	13	bending	bending	NOUN
fis-5346	270	14	,	,	PUNCT
fis-5346	270	15	vol	vol	NOUN
fis-5346	270	16	.	.	PROPN
fis-5346	270	17	26	26	NUM
fis-5346	270	18	(	(	PUNCT
fis-5346	270	19	10	10	NUM
fis-5346	270	20	)	)	PUNCT
fis-5346	270	21	,	,	PUNCT
fis-5346	270	22	pp	pp	PROPN
fis-5346	270	23	.	.	PUNCT
fis-5346	271	1	1895	1895	NUM
fis-5346	271	2	-	-	SYM
fis-5346	271	3	1910	1910	NUM
fis-5346	271	4	,	,	PUNCT
fis-5346	271	5	doi	doi	NOUN
fis-5346	271	6	:	:	PUNCT
fis-5346	271	7	10.1177/13694332231157928	10.1177/13694332231157928	NUM
fis-5346	271	8	.	.	PUNCT
fis-5346	272	1	[	[	X
fis-5346	272	2	3	3	NUM
fis-5346	272	3	]	]	X
fis-5346	272	4	ali	ali	PROPN
fis-5346	272	5	,	,	PUNCT
fis-5346	272	6	m.	m.	NOUN
fis-5346	272	7	,	,	PUNCT
fis-5346	272	8	allawi	allawi	NOUN
fis-5346	272	9	,	,	PUNCT
fis-5346	272	10	a.	a.	NOUN
fis-5346	272	11	and	and	CCONJ
fis-5346	272	12	el	el	PROPN
fis-5346	272	13	-	-	NOUN
fis-5346	272	14	zohairy	zohairy	NUM
fis-5346	272	15	,	,	PUNCT
fis-5346	272	16	a.	a.	NOUN
fis-5346	272	17	(	(	PUNCT
fis-5346	272	18	2024	2024	NUM
fis-5346	272	19	)	)	PUNCT
fis-5346	272	20	.	.	PUNCT
fis-5346	273	1	flexural	flexural	ADJ
fis-5346	273	2	behavior	behavior	NOUN
fis-5346	273	3	of	of	ADP
fis-5346	273	4	pultruded	pultruded	ADJ
fis-5346	273	5	gfrp	gfrp	PROPN
fis-5346	273	6	–	–	PUNCT
fis-5346	273	7	concrete	concrete	ADJ
fis-5346	273	8	composite	composite	ADJ
fis-5346	273	9	beams	beam	NOUN
fis-5346	273	10	strengthened	strengthen	VERB
fis-5346	273	11	with	with	ADP
fis-5346	273	12	gfrp	gfrp	PROPN
fis-5346	273	13	stiffeners	stiffener	NOUN
fis-5346	273	14	,	,	PUNCT
fis-5346	273	15	fibers	fiber	NOUN
fis-5346	273	16	,	,	PUNCT
fis-5346	273	17	12	12	NUM
fis-5346	273	18	(	(	PUNCT
fis-5346	273	19	1	1	NUM
fis-5346	273	20	)	)	PUNCT
fis-5346	273	21	,	,	PUNCT
fis-5346	273	22	doi	doi	NOUN
fis-5346	273	23	:	:	PUNCT
fis-5346	273	24	10.3390	10.3390	NUM
fis-5346	273	25	/	/	SYM
fis-5346	273	26	fib12010007	fib12010007	NOUN
fis-5346	273	27	.	.	PUNCT
fis-5346	274	1	[	[	X
fis-5346	274	2	4	4	NUM
fis-5346	274	3	]	]	X
fis-5346	274	4	enas	ena	NOUN
fis-5346	274	5	,	,	PUNCT
fis-5346	274	6	m.	m.	NOUN
fis-5346	274	7	,	,	PUNCT
fis-5346	274	8	ibrahim	ibrahim	PROPN
fis-5346	274	9	,	,	PUNCT
fis-5346	274	10	t.	t.	PROPN
fis-5346	274	11	,	,	PUNCT
fis-5346	274	12	allawi	allawi	NOUN
fis-5346	274	13	,	,	PUNCT
fis-5346	274	14	a.	a.	NOUN
fis-5346	274	15	and	and	CCONJ
fis-5346	274	16	el	el	PROPN
fis-5346	274	17	-	-	NOUN
fis-5346	274	18	zohairy	zohairy	NUM
fis-5346	274	19	,	,	PUNCT
fis-5346	274	20	a.	a.	NOUN
fis-5346	274	21	(	(	PUNCT
fis-5346	274	22	2023	2023	NUM
fis-5346	274	23	)	)	PUNCT
fis-5346	274	24	.	.	PUNCT
fis-5346	275	1	experimental	experimental	ADJ
fis-5346	275	2	and	and	CCONJ
fis-5346	275	3	numerical	numerical	ADJ
fis-5346	275	4	behavior	behavior	NOUN
fis-5346	275	5	of	of	ADP
fis-5346	275	6	encased	encased	ADJ
fis-5346	275	7	pultruded	pultrude	VERB
fis-5346	275	8	gfrp	gfrp	NOUN
fis-5346	275	9	beams	beam	NOUN
fis-5346	275	10	under	under	ADP
fis-5346	275	11	elevated	elevated	ADJ
fis-5346	275	12	and	and	CCONJ
fis-5346	275	13	ambient	ambient	ADJ
fis-5346	275	14	temperatures	temperature	NOUN
fis-5346	275	15	,	,	PUNCT
fis-5346	275	16	fibers	fiber	NOUN
fis-5346	275	17	,	,	PUNCT
fis-5346	275	18	6(5	6(5	NUM
fis-5346	275	19	)	)	PUNCT
fis-5346	275	20	,	,	PUNCT
fis-5346	275	21	doi	doi	NOUN
fis-5346	275	22	:	:	PUNCT
fis-5346	275	23	10.3390	10.3390	NUM
fis-5346	275	24	/	/	SYM
fis-5346	275	25	fire6050212	fire6050212	PROPN
fis-5346	275	26	.	.	PUNCT
fis-5346	276	1	[	[	X
fis-5346	276	2	5	5	NUM
fis-5346	276	3	]	]	X
fis-5346	276	4	jian	jian	PROPN
fis-5346	276	5	,	,	PUNCT
fis-5346	276	6	s.	s.	PROPN
fis-5346	276	7	and	and	CCONJ
fis-5346	276	8	muhammad	muhammad	PROPN
fis-5346	276	9	,	,	PUNCT
fis-5346	276	10	n.	n.	NOUN
fis-5346	276	11	(	(	PUNCT
fis-5346	276	12	2017	2017	NUM
fis-5346	276	13	)	)	PUNCT
fis-5346	276	14	.	.	PUNCT
fis-5346	277	1	flexural	flexural	ADJ
fis-5346	277	2	behavior	behavior	NOUN
fis-5346	277	3	of	of	ADP
fis-5346	277	4	composite	composite	ADJ
fis-5346	277	5	beams	beam	NOUN
fis-5346	277	6	reinforced	reinforce	VERB
fis-5346	277	7	with	with	ADP
fis-5346	277	8	gfrp	gfrp	PROPN
fis-5346	277	9	i	i	PROPN
fis-5346	277	10	-	-	PUNCT
fis-5346	277	11	section	section	NOUN
fis-5346	277	12	,	,	PUNCT
fis-5346	277	13	6th	6th	ADJ
fis-5346	277	14	asia	asia	PROPN
fis-5346	277	15	-	-	PUNCT
fis-5346	277	16	pacific	pacific	PROPN
fis-5346	277	17	conference	conference	NOUN
fis-5346	277	18	on	on	ADP
fis-5346	277	19	frp	frp	PROPN
fis-5346	277	20	in	in	ADP
fis-5346	277	21	structures	structure	NOUN
fis-5346	277	22	,	,	PUNCT
fis-5346	277	23	singapore	singapore	PROPN
fis-5346	277	24	.	.	PUNCT
fis-5346	278	1	[	[	X
fis-5346	278	2	6	6	NUM
fis-5346	278	3	]	]	PUNCT
fis-5346	278	4	abbas	abbas	PROPN
fis-5346	278	5	,	,	PUNCT
fis-5346	278	6	a.	a.	NOUN
fis-5346	278	7	and	and	CCONJ
fis-5346	278	8	safaa	safaa	NOUN
fis-5346	278	9	,	,	PUNCT
fis-5346	278	10	i.	i.	NOUN
fis-5346	278	11	(	(	PUNCT
fis-5346	278	12	2020	2020	NUM
fis-5346	278	13	)	)	PUNCT
fis-5346	278	14	.	.	PUNCT
fis-5346	279	1	flexural	flexural	ADJ
fis-5346	279	2	behavior	behavior	NOUN
fis-5346	279	3	of	of	ADP
fis-5346	279	4	composite	composite	ADJ
fis-5346	279	5	gfrp	gfrp	NOUN
fis-5346	279	6	pultruded	pultrude	VERB
fis-5346	279	7	i	i	PROPN
fis-5346	279	8	-	-	PUNCT
fis-5346	279	9	section	section	NOUN
fis-5346	279	10	beams	beam	NOUN
fis-5346	279	11	under	under	ADP
fis-5346	279	12	static	static	ADJ
fis-5346	279	13	and	and	CCONJ
fis-5346	279	14	impact	impact	NOUN
fis-5346	279	15	loading	loading	NOUN
fis-5346	279	16	,	,	PUNCT
fis-5346	279	17	civil	civil	ADJ
fis-5346	279	18	engineering	engineering	NOUN
fis-5346	279	19	journal	journal	NOUN
fis-5346	279	20	,	,	PUNCT
fis-5346	279	21	6(11	6(11	NUM
fis-5346	279	22	)	)	PUNCT
fis-5346	279	23	,	,	PUNCT
fis-5346	279	24	pp	pp	ADP
fis-5346	279	25	.	.	PUNCT
fis-5346	280	1	2143	2143	NUM
fis-5346	280	2	-	-	SYM
fis-5346	280	3	2158	2158	NUM
fis-5346	280	4	.	.	PUNCT
fis-5346	281	1	doi	doi	NOUN
fis-5346	281	2	:	:	PUNCT
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fis-5346	281	4	/	/	SYM
fis-5346	281	5	cej-2020	cej-2020	NOUN
fis-5346	281	6	-	-	PUNCT
fis-5346	281	7	03091608	03091608	NUM
fis-5346	281	8	.	.	PUNCT
fis-5346	282	1	[	[	X
fis-5346	282	2	7	7	X
fis-5346	282	3	]	]	X
fis-5346	282	4	ibrahim	ibrahim	PROPN
fis-5346	282	5	,	,	PUNCT
fis-5346	282	6	a.	a.	NOUN
fis-5346	282	7	(	(	PUNCT
fis-5346	282	8	2018	2018	NUM
fis-5346	282	9	)	)	PUNCT
fis-5346	282	10	.	.	PUNCT
fis-5346	283	1	long	long	ADJ
fis-5346	283	2	-	-	PUNCT
fis-5346	283	3	time	time	NOUN
fis-5346	283	4	behavior	behavior	NOUN
fis-5346	283	5	of	of	ADP
fis-5346	283	6	gfrp	gfrp	PROPN
fis-5346	283	7	/	/	SYM
fis-5346	283	8	concrete	concrete	ADJ
fis-5346	283	9	hybrid	hybrid	ADJ
fis-5346	283	10	structures	structure	NOUN
fis-5346	283	11	,	,	PUNCT
fis-5346	283	12	9th	9th	ADJ
fis-5346	283	13	international	international	ADJ
fis-5346	283	14	conference	conference	NOUN
fis-5346	283	15	on	on	ADP
fis-5346	283	16	fiber	fiber	NOUN
fis-5346	283	17	-	-	PUNCT
fis-5346	283	18	reinforced	reinforce	VERB
fis-5346	283	19	polymer	polymer	NOUN
fis-5346	283	20	(	(	PUNCT
fis-5346	283	21	frp	frp	PROPN
fis-5346	283	22	)	)	PUNCT
fis-5346	283	23	composites	composite	NOUN
fis-5346	283	24	in	in	ADP
fis-5346	283	25	civil	civil	ADJ
fis-5346	283	26	engineering	engineering	NOUN
fis-5346	283	27	,	,	PUNCT
fis-5346	283	28	paris	paris	PROPN
fis-5346	283	29	.	.	PUNCT
fis-5346	284	1	[	[	X
fis-5346	284	2	8	8	NUM
fis-5346	284	3	]	]	X
fis-5346	284	4	muttashar	muttashar	NOUN
fis-5346	284	5	,	,	PUNCT
fis-5346	284	6	m.	m.	NOUN
fis-5346	284	7	and	and	CCONJ
fis-5346	284	8	manalo	manalo	PROPN
fis-5346	284	9	,	,	PUNCT
fis-5346	284	10	a.	a.	NOUN
fis-5346	284	11	(	(	PUNCT
fis-5346	284	12	2017	2017	NUM
fis-5346	284	13	)	)	PUNCT
fis-5346	284	14	.	.	PUNCT
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fis-5346	285	3	of	of	ADP
fis-5346	285	4	multi	multi	ADJ
fis-5346	285	5	-	-	ADJ
fis-5346	285	6	celled	celled	ADJ
fis-5346	285	7	gfrp	gfrp	NOUN
fis-5346	285	8	composite	composite	ADJ
fis-5346	285	9	beams	beam	NOUN
fis-5346	285	10	with	with	ADP
fis-5346	285	11	concrete	concrete	ADJ
fis-5346	285	12	infill	infill	NOUN
fis-5346	285	13	:	:	PUNCT
fis-5346	285	14	experiment	experiment	NOUN
fis-5346	285	15	and	and	CCONJ
fis-5346	285	16	theoretical	theoretical	ADJ
fis-5346	285	17	analysis	analysis	NOUN
fis-5346	285	18	,	,	PUNCT
fis-5346	285	19	composite	composite	ADJ
fis-5346	285	20	structures	structure	NOUN
fis-5346	285	21	159	159	NUM
fis-5346	285	22	,	,	PUNCT
fis-5346	285	23	pp	pp	ADJ
fis-5346	285	24	.	.	PUNCT
fis-5346	286	1	21	21	NUM
fis-5346	286	2	-	-	SYM
fis-5346	286	3	33	33	NUM
fis-5346	286	4	.	.	PUNCT
fis-5346	287	1	doi	doi	NOUN
fis-5346	287	2	:	:	PUNCT
fis-5346	287	3	10.1016	10.1016	NUM
fis-5346	287	4	/	/	SYM
fis-5346	287	5	j.compstruct.2016.09.049	j.compstruct.2016.09.049	PROPN
fis-5346	287	6	.	.	PUNCT
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fis-5346	288	3	]	]	X
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fis-5346	288	5	,	,	PUNCT
fis-5346	288	6	j.	j.	PROPN
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fis-5346	288	8	,	,	PUNCT
fis-5346	288	9	branco	branco	PROPN
fis-5346	288	10	,	,	PUNCT
fis-5346	288	11	f.	f.	PROPN
fis-5346	288	12	a.	a.	PROPN
fis-5346	288	13	,	,	PUNCT
fis-5346	288	14	ferreira	ferreira	PROPN
fis-5346	288	15	,	,	PUNCT
fis-5346	288	16	j.	j.	PROPN
fis-5346	288	17	g.	g.	PROPN
fis-5346	288	18	(	(	PUNCT
fis-5346	288	19	2009	2009	NUM
fis-5346	288	20	)	)	PUNCT
fis-5346	288	21	.	.	PUNCT
fis-5346	289	1	flexural	flexural	ADJ
fis-5346	289	2	behavior	behavior	NOUN
fis-5346	289	3	of	of	ADP
fis-5346	289	4	multi	multi	ADJ
fis-5346	289	5	-	-	ADJ
fis-5346	289	6	span	span	ADJ
fis-5346	289	7	gfrp	gfrp	ADJ
fis-5346	289	8	-	-	PUNCT
fis-5346	289	9	concrete	concrete	ADJ
fis-5346	289	10	hybrid	hybrid	ADJ
fis-5346	289	11	beams	beam	NOUN
fis-5346	289	12	,	,	PUNCT
fis-5346	289	13	engineering	engineering	NOUN
fis-5346	289	14	structures	structure	NOUN
fis-5346	289	15	31	31	NUM
fis-5346	289	16	(	(	PUNCT
fis-5346	289	17	7	7	NUM
fis-5346	289	18	)	)	PUNCT
fis-5346	289	19	,	,	PUNCT
fis-5346	289	20	pp.1369	pp.1369	PROPN
fis-5346	289	21	-	-	PUNCT
fis-5346	289	22	1381	1381	NUM
fis-5346	289	23	.	.	PUNCT
fis-5346	290	1	doi	doi	NOUN
fis-5346	290	2	:	:	PUNCT
fis-5346	290	3	10.1016	10.1016	NUM
fis-5346	290	4	/	/	SYM
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fis-5346	291	5	,	,	PUNCT
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fis-5346	291	8	,	,	PUNCT
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fis-5346	291	10	,	,	PUNCT
fis-5346	291	11	f.	f.	PROPN
fis-5346	291	12	a.	a.	PROPN
fis-5346	291	13	,	,	PUNCT
fis-5346	291	14	ferreira	ferreira	PROPN
fis-5346	291	15	,	,	PUNCT
fis-5346	291	16	j.	j.	PROPN
fis-5346	291	17	g.	g.	PROPN
fis-5346	291	18	(	(	PUNCT
fis-5346	291	19	2007	2007	NUM
fis-5346	291	20	)	)	PUNCT
fis-5346	291	21	.	.	PUNCT
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fis-5346	292	2	behavior	behavior	NOUN
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fis-5346	292	4	gfrp	gfrp	PROPN
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fis-5346	292	8	beams	beam	NOUN
fis-5346	292	9	with	with	ADP
fis-5346	292	10	interconnection	interconnection	NOUN
fis-5346	292	11	slip	slip	NOUN
fis-5346	292	12	,	,	PUNCT
fis-5346	292	13	composite	composite	ADJ
fis-5346	292	14	structure	structure	NOUN
fis-5346	292	15	77	77	NUM
fis-5346	292	16	(	(	PUNCT
fis-5346	292	17	1	1	NUM
fis-5346	292	18	)	)	PUNCT
fis-5346	292	19	,	,	PUNCT
fis-5346	292	20	pp	pp	PROPN
fis-5346	292	21	.	.	PUNCT
fis-5346	293	1	66	66	NUM
fis-5346	293	2	-	-	SYM
fis-5346	293	3	78	78	NUM
fis-5346	293	4	.	.	PUNCT
fis-5346	294	1	doi	doi	NOUN
fis-5346	294	2	:	:	PUNCT
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fis-5346	294	6	.	.	PUNCT
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fis-5346	295	3	]	]	X
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fis-5346	295	5	,	,	PUNCT
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fis-5346	295	9	,	,	PUNCT
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fis-5346	295	11	,	,	PUNCT
fis-5346	295	12	rovere	rovere	PROPN
fis-5346	295	13	,	,	PUNCT
fis-5346	295	14	h.	h.	PROPN
fis-5346	295	15	(	(	PUNCT
fis-5346	295	16	2012	2012	NUM
fis-5346	295	17	)	)	PUNCT
fis-5346	295	18	.	.	PUNCT
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fis-5346	296	2	behavior	behavior	NOUN
fis-5346	296	3	of	of	ADP
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fis-5346	296	5	concrete	concrete	ADJ
fis-5346	296	6	/	/	SYM
fis-5346	296	7	gfrp	gfrp	NOUN
fis-5346	296	8	beams	beam	NOUN
fis-5346	296	9	,	,	PUNCT
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fis-5346	296	11	conference	conference	NOUN
fis-5346	296	12	on	on	ADP
fis-5346	296	13	composite	composite	ADJ
fis-5346	296	14	materials	material	NOUN
fis-5346	296	15	,	,	PUNCT
fis-5346	296	16	venice	venice	PROPN
fis-5346	296	17	,	,	PUNCT
fis-5346	296	18	italy	italy	PROPN
fis-5346	296	19	.	.	PUNCT
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fis-5346	297	2	12	12	NUM
fis-5346	297	3	]	]	X
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fis-5346	297	10	,	,	PUNCT
fis-5346	297	11	f.	f.	PROPN
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fis-5346	297	13	,	,	PUNCT
fis-5346	297	14	ferreira	ferreira	PROPN
fis-5346	297	15	,	,	PUNCT
fis-5346	297	16	j.	j.	PROPN
fis-5346	297	17	g.	g.	PROPN
fis-5346	297	18	(	(	PUNCT
fis-5346	297	19	2009	2009	NUM
fis-5346	297	20	)	)	PUNCT
fis-5346	297	21	.	.	PUNCT
fis-5346	298	1	gfrp	gfrp	PROPN
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fis-5346	298	12	,	,	PUNCT
fis-5346	298	13	engineering	engineering	NOUN
fis-5346	298	14	structures	structure	NOUN
fis-5346	298	15	31	31	NUM
fis-5346	298	16	(	(	PUNCT
fis-5346	298	17	6	6	NUM
fis-5346	298	18	)	)	PUNCT
fis-5346	298	19	,	,	PUNCT
fis-5346	298	20	pp	pp	ADP
fis-5346	298	21	.	.	PUNCT
fis-5346	299	1	1331	1331	NUM
fis-5346	299	2	-	-	SYM
fis-5346	299	3	1343	1343	NUM
fis-5346	299	4	,	,	PUNCT
fis-5346	299	5	doi	doi	NOUN
fis-5346	299	6	:	:	PUNCT
fis-5346	299	7	10.1016	10.1016	NUM
fis-5346	299	8	/	/	SYM
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fis-5346	299	10	.	.	PUNCT
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fis-5346	300	3	]	]	SYM
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fis-5346	300	5	,	,	PUNCT
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fis-5346	300	9	,	,	PUNCT
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fis-5346	300	13	)	)	PUNCT
fis-5346	300	14	.	.	PUNCT
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fis-5346	301	12	b	b	NOUN
fis-5346	301	13	:	:	PUNCT
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fis-5346	301	16	)	)	PUNCT
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fis-5346	301	19	.	.	PUNCT
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fis-5346	302	2	-	-	SYM
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fis-5346	302	4	,	,	PUNCT
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fis-5346	302	6	:	:	PUNCT
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fis-5346	303	14	2012	2012	NUM
fis-5346	303	15	)	)	PUNCT
fis-5346	303	16	.	.	PUNCT
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fis-5346	304	5	–	–	PUNCT
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fis-5346	304	17	:	:	PUNCT
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fis-5346	305	2	-	-	SYM
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fis-5346	305	4	,	,	PUNCT
fis-5346	305	5	doi	doi	NOUN
fis-5346	305	6	:	:	PUNCT
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fis-5346	306	14	)	)	PUNCT
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fis-5346	306	16	-	-	SYM
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fis-5346	306	18	;	;	PUNCT
fis-5346	306	19	doi	doi	NOUN
fis-5346	306	20	:	:	PUNCT
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fis-5346	306	22	/	/	SYM
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fis-5346	307	3	]	]	X
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fis-5346	307	9	)	)	PUNCT
fis-5346	307	10	.	.	PUNCT
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fis-5346	308	5	carrying	carry	VERB
fis-5346	308	6	capacity	capacity	NOUN
fis-5346	308	7	of	of	ADP
fis-5346	308	8	rcc	rcc	PROPN
fis-5346	308	9	beam	beam	PROPN
fis-5346	308	10	by	by	ADP
fis-5346	308	11	using	use	VERB
fis-5346	308	12	pultruded	pultrude	VERB
fis-5346	308	13	frp	frp	PROPN
fis-5346	308	14	isection	isection	PROPN
fis-5346	308	15	&	&	CCONJ
fis-5346	308	16	c	c	NOUN
fis-5346	308	17	-	-	PUNCT
fis-5346	308	18	section	section	NOUN
fis-5346	308	19	,	,	PUNCT
fis-5346	308	20	international	international	ADJ
fis-5346	308	21	journal	journal	NOUN
fis-5346	308	22	of	of	ADP
fis-5346	308	23	science	science	NOUN
fis-5346	308	24	and	and	CCONJ
fis-5346	308	25	research	research	NOUN
fis-5346	308	26	8	8	NUM
fis-5346	308	27	(	(	PUNCT
fis-5346	308	28	7	7	NUM
fis-5346	308	29	)	)	PUNCT
fis-5346	308	30	,	,	PUNCT
fis-5346	308	31	pp	pp	PROPN
fis-5346	308	32	.	.	PUNCT
fis-5346	309	1	1128	1128	NUM
fis-5346	309	2	-	-	SYM
fis-5346	309	3	1133	1133	NUM
fis-5346	309	4	,	,	PUNCT
fis-5346	309	5	doi	doi	NOUN
fis-5346	309	6	:	:	PUNCT
fis-5346	309	7	10.21275	10.21275	NUM
fis-5346	309	8	/	/	SYM
fis-5346	309	9	art20199762	art20199762	NOUN
fis-5346	309	10	.	.	PUNCT
fis-5346	310	1	[	[	X
fis-5346	310	2	16	16	NUM
fis-5346	310	3	]	]	X
fis-5346	310	4	kwan	kwan	PROPN
fis-5346	310	5	,	,	PUNCT
fis-5346	310	6	w.	w.	PROPN
fis-5346	310	7	and	and	CCONJ
fis-5346	310	8	ramli	ramli	PROPN
fis-5346	310	9	,	,	PUNCT
fis-5346	310	10	m.	m.	NOUN
fis-5346	310	11	(	(	PUNCT
fis-5346	310	12	2013	2013	NUM
fis-5346	310	13	)	)	PUNCT
fis-5346	310	14	.	.	PUNCT
fis-5346	311	1	indicative	indicative	ADJ
fis-5346	311	2	performance	performance	NOUN
fis-5346	311	3	of	of	ADP
fis-5346	311	4	fiber	fiber	NOUN
fis-5346	311	5	reinforced	reinforce	VERB
fis-5346	311	6	polymer	polymer	NOUN
fis-5346	311	7	(	(	PUNCT
fis-5346	311	8	frp	frp	PROPN
fis-5346	311	9	)	)	PUNCT
fis-5346	311	10	encased	encased	ADJ
fis-5346	311	11	beam	beam	NOUN
fis-5346	311	12	in	in	ADP
fis-5346	311	13	flexure	flexure	NOUN
fis-5346	311	14	,	,	PUNCT
fis-5346	311	15	construction	construction	NOUN
fis-5346	311	16	and	and	CCONJ
fis-5346	311	17	building	building	NOUN
fis-5346	311	18	materials	material	NOUN
fis-5346	311	19	48	48	NUM
fis-5346	311	20	,	,	PUNCT
fis-5346	311	21	pp	pp	ADJ
fis-5346	311	22	.	.	PUNCT
fis-5346	312	1	780	780	NUM
fis-5346	312	2	-	-	SYM
fis-5346	312	3	788	788	NUM
fis-5346	312	4	,	,	PUNCT
fis-5346	312	5	doi	doi	NOUN
fis-5346	312	6	:	:	PUNCT
fis-5346	312	7	10.1016	10.1016	NUM
fis-5346	312	8	/	/	SYM
fis-5346	312	9	j.conbuildmat.2013.07.013	j.conbuildmat.2013.07.013	NOUN
fis-5346	312	10	.	.	PUNCT
fis-5346	313	1	[	[	X
fis-5346	313	2	17	17	NUM
fis-5346	313	3	]	]	X
fis-5346	313	4	keller	keller	PROPN
fis-5346	313	5	,	,	PUNCT
fis-5346	313	6	t.	t.	PROPN
fis-5346	313	7	(	(	PUNCT
fis-5346	313	8	2001	2001	NUM
fis-5346	313	9	)	)	PUNCT
fis-5346	313	10	.	.	PUNCT
fis-5346	314	1	recent	recent	ADJ
fis-5346	314	2	all	all	PRON
fis-5346	314	3	-	-	PUNCT
fis-5346	314	4	composite	composite	ADJ
fis-5346	314	5	and	and	CCONJ
fis-5346	314	6	hybrid	hybrid	ADJ
fis-5346	314	7	fiber	fiber	NOUN
fis-5346	314	8	-	-	PUNCT
fis-5346	314	9	reinforced	reinforce	VERB
fis-5346	314	10	polymer	polymer	NOUN
fis-5346	314	11	bridges	bridge	NOUN
fis-5346	314	12	and	and	CCONJ
fis-5346	314	13	buildings	building	NOUN
fis-5346	314	14	,	,	PUNCT
fis-5346	314	15	structural	structural	ADJ
fis-5346	314	16	engineering	engineering	NOUN
fis-5346	314	17	and	and	CCONJ
fis-5346	314	18	materials	material	NOUN
fis-5346	314	19	3(2	3(2	NUM
fis-5346	314	20	)	)	PUNCT
fis-5346	314	21	,	,	PUNCT
fis-5346	314	22	pp	pp	ADP
fis-5346	314	23	.	.	PUNCT
fis-5346	315	1	132	132	NUM
fis-5346	315	2	-	-	SYM
fis-5346	315	3	140	140	NUM
fis-5346	315	4	,	,	PUNCT
fis-5346	315	5	doi	doi	NOUN
fis-5346	315	6	:	:	PUNCT
fis-5346	315	7	10.1002	10.1002	NUM
fis-5346	315	8	/	/	SYM
fis-5346	315	9	pse.66	pse.66	NOUN
fis-5346	315	10	.	.	PUNCT
fis-5346	316	1	[	[	X
fis-5346	316	2	18	18	NUM
fis-5346	316	3	]	]	PUNCT
fis-5346	316	4	eskenati	eskenati	NOUN
fis-5346	316	5	,	,	PUNCT
fis-5346	316	6	a.	a.	NOUN
fis-5346	316	7	,	,	PUNCT
fis-5346	316	8	mahboob	mahboob	PROPN
fis-5346	316	9	,	,	PUNCT
fis-5346	316	10	a.	a.	NOUN
fis-5346	316	11	,	,	PUNCT
fis-5346	316	12	bernat	bernat	NOUN
fis-5346	316	13	-	-	PUNCT
fis-5346	316	14	maso	maso	PROPN
fis-5346	316	15	,	,	PUNCT
fis-5346	316	16	e.	e.	PROPN
fis-5346	316	17	,	,	PUNCT
fis-5346	316	18	and	and	CCONJ
fis-5346	316	19	gil	gil	PROPN
fis-5346	316	20	,	,	PUNCT
fis-5346	316	21	l.	l.	PROPN
fis-5346	316	22	(	(	PUNCT
fis-5346	316	23	2022	2022	NUM
fis-5346	316	24	)	)	PUNCT
fis-5346	316	25	.	.	PUNCT
fis-5346	317	1	experimental	experimental	ADJ
fis-5346	317	2	and	and	CCONJ
fis-5346	317	3	numerical	numerical	ADJ
fis-5346	317	4	study	study	NOUN
fis-5346	317	5	of	of	ADP
fis-5346	317	6	adhesively	adhesively	ADV
fis-5346	317	7	and	and	CCONJ
fis-5346	317	8	bolted	bolt	VERB
fis-5346	317	9	connections	connection	NOUN
fis-5346	317	10	of	of	ADP
fis-5346	317	11	pultruded	pultruded	ADJ
fis-5346	317	12	gfrp	gfrp	PROPN
fis-5346	317	13	i	i	NOUN
fis-5346	317	14	-	-	PUNCT
fis-5346	317	15	shape	shape	NOUN
fis-5346	317	16	profiles	profile	NOUN
fis-5346	317	17	,	,	PUNCT
fis-5346	317	18	polymers	polymer	NOUN
fis-5346	317	19	14	14	NUM
fis-5346	317	20	(	(	PUNCT
fis-5346	317	21	5	5	NUM
fis-5346	317	22	)	)	PUNCT
fis-5346	317	23	,	,	PUNCT
fis-5346	317	24	doi	doi	NOUN
fis-5346	317	25	:	:	PUNCT
fis-5346	317	26	10.3390	10.3390	NUM
fis-5346	317	27	/	/	SYM
fis-5346	317	28	polym14050894	polym14050894	PROPN
fis-5346	317	29	.	.	PUNCT
fis-5346	318	1	[	[	X
fis-5346	318	2	19	19	NUM
fis-5346	318	3	]	]	X
fis-5346	318	4	correia	correia	PROPN
fis-5346	318	5	,	,	PUNCT
fis-5346	318	6	m.	m.	NOUN
fis-5346	318	7	(	(	PUNCT
fis-5346	318	8	2012	2012	NUM
fis-5346	318	9	)	)	PUNCT
fis-5346	318	10	.	.	PUNCT
fis-5346	319	1	structural	structural	ADJ
fis-5346	319	2	behavior	behavior	NOUN
fis-5346	319	3	of	of	ADP
fis-5346	319	4	gfrp	gfrp	PROPN
fis-5346	319	5	profiles	profile	VERB
fis-5346	319	6	experimental	experimental	ADJ
fis-5346	319	7	study	study	NOUN
fis-5346	319	8	and	and	CCONJ
fis-5346	319	9	numerical	numerical	PROPN
fis-5346	319	10	modeling	modeling	NOUN
fis-5346	319	11	,	,	PUNCT
fis-5346	319	12	higher	high	ADJ
fis-5346	319	13	technical	technical	PROPN
fis-5346	319	14	institute	institute	PROPN
fis-5346	319	15	,	,	PUNCT
fis-5346	319	16	engineering	engineering	NOUN
fis-5346	319	17	,	,	PUNCT
fis-5346	319	18	materials	material	NOUN
fis-5346	319	19	science	science	NOUN
fis-5346	319	20	.	.	PUNCT
fis-5346	320	1	[	[	X
fis-5346	320	2	20	20	NUM
fis-5346	320	3	]	]	X
fis-5346	320	4	wang	wang	PROPN
fis-5346	320	5	,	,	PUNCT
fis-5346	320	6	l.	l.	PROPN
fis-5346	320	7	,	,	PUNCT
fis-5346	320	8	fan	fan	PROPN
fis-5346	320	9	,	,	PUNCT
fis-5346	320	10	x.	x.	PROPN
fis-5346	320	11	,	,	PUNCT
fis-5346	320	12	chen	chen	PROPN
fis-5346	320	13	,	,	PUNCT
fis-5346	320	14	h.	h.	PROPN
fis-5346	320	15	and	and	CCONJ
fis-5346	320	16	liu	liu	PROPN
fis-5346	320	17	,	,	PUNCT
fis-5346	320	18	w.	w.	PROPN
fis-5346	320	19	(	(	PUNCT
fis-5346	320	20	2016	2016	NUM
fis-5346	320	21	)	)	PUNCT
fis-5346	320	22	.	.	PUNCT
fis-5346	321	1	axial	axial	ADJ
fis-5346	321	2	crush	crush	NOUN
fis-5346	321	3	behavior	behavior	NOUN
fis-5346	321	4	and	and	CCONJ
fis-5346	321	5	energy	energy	NOUN
fis-5346	321	6	absorption	absorption	NOUN
fis-5346	321	7	capability	capability	NOUN
fis-5346	321	8	of	of	ADP
fis-5346	321	9	foamfilled	foamfille	VERB
fis-5346	321	10	gfrp	gfrp	PROPN
fis-5346	321	11	tubes	tube	NOUN
fis-5346	321	12	under	under	ADP
fis-5346	321	13	elevated	elevated	ADJ
fis-5346	321	14	and	and	CCONJ
fis-5346	321	15	high	high	ADJ
fis-5346	321	16	temperatures	temperature	NOUN
fis-5346	321	17	,	,	PUNCT
fis-5346	321	18	composite	composite	ADJ
fis-5346	321	19	structure	structure	NOUN
fis-5346	321	20	149	149	NUM
fis-5346	321	21	,	,	PUNCT
fis-5346	321	22	pp	pp	ADJ
fis-5346	321	23	.	.	PUNCT
fis-5346	322	1	339	339	NUM
fis-5346	322	2	-	-	SYM
fis-5346	322	3	350	350	NUM
fis-5346	322	4	,	,	PUNCT
fis-5346	322	5	doi	doi	NOUN
fis-5346	322	6	:	:	PUNCT
fis-5346	322	7	10.1016	10.1016	NUM
fis-5346	322	8	/	/	SYM
fis-5346	322	9	j.compstruct.2016.04.028	j.compstruct.2016.04.028	PROPN
fis-5346	322	10	.	.	PUNCT
fis-5346	323	1	[	[	X
fis-5346	323	2	21	21	NUM
fis-5346	323	3	]	]	X
fis-5346	323	4	wong	wong	PROPN
fis-5346	323	5	,	,	PUNCT
fis-5346	323	6	p.	p.	PROPN
fis-5346	323	7	,	,	PUNCT
fis-5346	323	8	davies	davy	NOUN
fis-5346	323	9	,	,	PUNCT
fis-5346	323	10	m.	m.	NOUN
fis-5346	323	11	and	and	CCONJ
fis-5346	323	12	wang	wang	PROPN
fis-5346	323	13	,	,	PUNCT
fis-5346	323	14	y.	y.	PROPN
fis-5346	323	15	(	(	PUNCT
fis-5346	323	16	2004	2004	NUM
fis-5346	323	17	)	)	PUNCT
fis-5346	323	18	.	.	PUNCT
fis-5346	324	1	an	an	DET
fis-5346	324	2	experimental	experimental	ADJ
fis-5346	324	3	and	and	CCONJ
fis-5346	324	4	numerical	numerical	ADJ
fis-5346	324	5	study	study	NOUN
fis-5346	324	6	of	of	ADP
fis-5346	324	7	the	the	DET
fis-5346	324	8	behavior	behavior	NOUN
fis-5346	324	9	of	of	ADP
fis-5346	324	10	glass	glass	NOUN
fis-5346	324	11	fiber	fiber	NOUN
fis-5346	324	12	reinforced	reinforce	VERB
fis-5346	324	13	plastics	plastic	NOUN
fis-5346	324	14	(	(	PUNCT
fis-5346	324	15	grp	grp	NOUN
fis-5346	324	16	)	)	PUNCT
fis-5346	324	17	short	short	ADJ
fis-5346	324	18	columns	column	NOUN
fis-5346	324	19	at	at	ADP
fis-5346	324	20	elevated	elevated	ADJ
fis-5346	324	21	temperatures	temperature	NOUN
fis-5346	324	22	,	,	PUNCT
fis-5346	324	23	composite	composite	ADJ
fis-5346	324	24	structure	structure	NOUN
fis-5346	324	25	63	63	NUM
fis-5346	324	26	(	(	PUNCT
fis-5346	324	27	1	1	NUM
fis-5346	324	28	)	)	PUNCT
fis-5346	324	29	,	,	PUNCT
fis-5346	324	30	pp	pp	PROPN
fis-5346	324	31	.	.	PUNCT
fis-5346	325	1	33	33	NUM
fis-5346	325	2	-	-	SYM
fis-5346	325	3	43	43	NUM
fis-5346	325	4	,	,	PUNCT
fis-5346	325	5	doi	doi	NOUN
fis-5346	325	6	:	:	PUNCT
fis-5346	325	7	10.1016	10.1016	NUM
fis-5346	325	8	/	/	SYM
fis-5346	325	9	s0263	s0263	NOUN
fis-5346	325	10	-	-	PUNCT
fis-5346	325	11	8223(03)00122	8223(03)00122	NUM
fis-5346	325	12	-	-	SYM
fis-5346	325	13	3	3	NUM
fis-5346	325	14	[	[	X
fis-5346	325	15	22	22	NUM
fis-5346	325	16	]	]	PUNCT
fis-5346	325	17	aydin	aydin	NOUN
fis-5346	325	18	,	,	PUNCT
fis-5346	325	19	f.	f.	PROPN
fis-5346	325	20	(	(	PUNCT
fis-5346	325	21	2016	2016	NUM
fis-5346	325	22	)	)	PUNCT
fis-5346	325	23	.	.	PUNCT
fis-5346	326	1	effects	effect	NOUN
fis-5346	326	2	of	of	ADP
fis-5346	326	3	various	various	ADJ
fis-5346	326	4	temperatures	temperature	NOUN
fis-5346	326	5	on	on	ADP
fis-5346	326	6	the	the	DET
fis-5346	326	7	mechanical	mechanical	ADJ
fis-5346	326	8	strength	strength	NOUN
fis-5346	326	9	of	of	ADP
fis-5346	326	10	gfrp	gfrp	PROPN
fis-5346	326	11	box	box	PROPN
fis-5346	326	12	profiles	profile	NOUN
fis-5346	326	13	,	,	PUNCT
fis-5346	326	14	construction	construction	NOUN
fis-5346	326	15	and	and	CCONJ
fis-5346	326	16	building	building	NOUN
fis-5346	326	17	materials	material	NOUN
fis-5346	326	18	127	127	NUM
fis-5346	326	19	,	,	PUNCT
fis-5346	326	20	pp	pp	PROPN
fis-5346	326	21	.	.	PUNCT
fis-5346	326	22	843	843	NUM
fis-5346	326	23	-	-	SYM
fis-5346	326	24	849	849	NUM
fis-5346	326	25	2016	2016	NUM
fis-5346	326	26	.	.	PUNCT
fis-5346	327	1	doi	doi	NOUN
fis-5346	327	2	:	:	PUNCT
fis-5346	327	3	10.1016	10.1016	NUM
fis-5346	327	4	/	/	SYM
fis-5346	327	5	j.conbuildmat.2016.09.130	j.conbuildmat.2016.09.130	PROPN
fis-5346	327	6	.	.	PUNCT
fis-5346	328	1	[	[	X
fis-5346	328	2	23	23	NUM
fis-5346	328	3	]	]	PUNCT
fis-5346	328	4	opct	opct	ADJ
fis-5346	328	5	,	,	PUNCT
fis-5346	328	6	fiberglass	fiberglass	NOUN
fis-5346	328	7	products	product	NOUN
fis-5346	328	8	company	company	NOUN
fis-5346	328	9	,	,	PUNCT
fis-5346	328	10	398	398	NUM
fis-5346	328	11	kaiyuan	kaiyuan	PROPN
fis-5346	328	12	road	road	NOUN
fis-5346	328	13	,	,	PUNCT
fis-5346	328	14	jizhou	jizhou	PROPN
fis-5346	328	15	district	district	PROPN
fis-5346	328	16	,	,	PUNCT
fis-5346	328	17	hengshui	hengshui	PROPN
fis-5346	328	18	city	city	PROPN
fis-5346	328	19	,	,	PUNCT
fis-5346	328	20	hebei	hebei	PROPN
fis-5346	328	21	province	province	PROPN
fis-5346	328	22	,	,	PUNCT
fis-5346	328	23	china	china	PROPN
fis-5346	328	24	,	,	PUNCT
fis-5346	328	25	www.chopct.com	www.chopct.com	NOUN
fis-5346	328	26	.	.	PUNCT
fis-5346	329	1	[	[	X
fis-5346	329	2	24	24	NUM
fis-5346	329	3	]	]	PUNCT
fis-5346	329	4	apeh	apeh	PROPN
fis-5346	329	5	,	,	PUNCT
fis-5346	329	6	j.	j.	PROPN
fis-5346	329	7	and	and	CCONJ
fis-5346	329	8	okoli	okoli	NOUN
fis-5346	329	9	,	,	PUNCT
fis-5346	329	10	o.	o.	NOUN
fis-5346	329	11	(	(	PUNCT
fis-5346	329	12	2016	2016	NUM
fis-5346	329	13	)	)	PUNCT
fis-5346	329	14	.	.	PUNCT
fis-5346	330	1	evaluation	evaluation	NOUN
fis-5346	330	2	of	of	ADP
fis-5346	330	3	ductility	ductility	NOUN
fis-5346	330	4	index	index	NOUN
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fis-5346	330	6	concrete	concrete	ADJ
fis-5346	330	7	beams	beam	NOUN
fis-5346	330	8	reinforced	reinforce	VERB
fis-5346	330	9	with	with	ADP
fis-5346	330	10	rebars	rebar	NOUN
fis-5346	330	11	milled	mill	VERB
fis-5346	330	12	from	from	ADP
fis-5346	330	13	scrap	scrap	NOUN
fis-5346	330	14	metals	metal	NOUN
fis-5346	330	15	,	,	PUNCT
fis-5346	330	16	concrete	concrete	ADJ
fis-5346	330	17	research	research	NOUN
fis-5346	330	18	,	,	PUNCT
fis-5346	330	19	7(2	7(2	NUM
fis-5346	330	20	)	)	PUNCT
fis-5346	330	21	,	,	PUNCT
fis-5346	330	22	doi	doi	NOUN
fis-5346	330	23	:	:	PUNCT
fis-5346	330	24	10.20528	10.20528	NUM
fis-5346	330	25	/	/	SYM
fis-5346	330	26	cjcrl	cjcrl	NOUN
fis-5346	330	27	.	.	PUNCT
fis-5346	331	1	[	[	X
fis-5346	331	2	25	25	NUM
fis-5346	331	3	]	]	X
fis-5346	331	4	naaman	naaman	PROPN
fis-5346	331	5	,	,	PUNCT
fis-5346	331	6	e.	e.	PROPN
fis-5346	331	7	and	and	CCONJ
fis-5346	331	8	jeong	jeong	PROPN
fis-5346	331	9	,	,	PUNCT
fis-5346	331	10	s.	s.	PROPN
fis-5346	331	11	(	(	PUNCT
fis-5346	331	12	1995	1995	NUM
fis-5346	331	13	)	)	PUNCT
fis-5346	331	14	.	.	PUNCT
fis-5346	332	1	structural	structural	ADJ
fis-5346	332	2	ductility	ductility	NOUN
fis-5346	332	3	of	of	ADP
fis-5346	332	4	concrete	concrete	ADJ
fis-5346	332	5	beams	beam	NOUN
fis-5346	332	6	prestressed	prestresse	VERB
fis-5346	332	7	with	with	ADP
fis-5346	332	8	frp	frp	PROPN
fis-5346	332	9	tendons	tendon	NOUN
fis-5346	332	10	,	,	PUNCT
fis-5346	332	11	proceedings	proceeding	NOUN
fis-5346	332	12	of	of	ADP
fis-5346	332	13	the	the	DET
fis-5346	332	14	second	second	ADJ
fis-5346	332	15	international	international	ADJ
fis-5346	332	16	rilem	rilem	NOUN
fis-5346	332	17	symposium	symposium	NOUN
fis-5346	332	18	(	(	PUNCT
fis-5346	332	19	frprcs-2	frprcs-2	NUM
fis-5346	332	20	):	):	PUNCT
fis-5346	332	21	non	non	ADJ
fis-5346	332	22	-	-	ADJ
fis-5346	332	23	metallic	metallic	ADJ
fis-5346	332	24	(	(	PUNCT
fis-5346	332	25	frp	frp	PROPN
fis-5346	332	26	)	)	PUNCT
fis-5346	332	27	for	for	ADP
fis-5346	332	28	concrete	concrete	ADJ
fis-5346	332	29	structures	structure	NOUN
fis-5346	332	30	.	.	PUNCT
fis-5346	333	1	ghent	ghent	PROPN
fis-5346	333	2	,	,	PUNCT
fis-5346	333	3	belgium	belgium	PROPN
fis-5346	333	4	,	,	PUNCT
fis-5346	333	5	pp	pp	PROPN
fis-5346	333	6	.	.	PUNCT
fis-5346	334	1	379	379	NUM
fis-5346	334	2	-	-	SYM
fis-5346	334	3	386	386	NUM
fis-5346	334	4	.	.	PUNCT
fis-5346	335	1	[	[	X
fis-5346	335	2	26	26	NUM
fis-5346	335	3	]	]	X
fis-5346	335	4	kim	kim	PROPN
fis-5346	335	5	,	,	PUNCT
fis-5346	335	6	t.	t.	PROPN
fis-5346	335	7	and	and	CCONJ
fis-5346	335	8	park	park	NOUN
fis-5346	335	9	,	,	PUNCT
fis-5346	335	10	j.	j.	PROPN
fis-5346	335	11	(	(	PUNCT
fis-5346	335	12	2021	2021	NUM
fis-5346	335	13	)	)	PUNCT
fis-5346	335	14	.	.	PUNCT
fis-5346	336	1	evaluation	evaluation	NOUN
fis-5346	336	2	of	of	ADP
fis-5346	336	3	the	the	DET
fis-5346	336	4	performance	performance	NOUN
fis-5346	336	5	and	and	CCONJ
fis-5346	336	6	ductility	ductility	NOUN
fis-5346	336	7	index	index	NOUN
fis-5346	336	8	of	of	ADP
fis-5346	336	9	concrete	concrete	ADJ
fis-5346	336	10	structures	structure	NOUN
fis-5346	336	11	using	use	VERB
fis-5346	336	12	advanced	advanced	ADJ
fis-5346	336	13	composite	composite	ADJ
fis-5346	336	14	material	material	NOUN
fis-5346	336	15	strengthening	strengthen	VERB
fis-5346	336	16	methods	method	NOUN
fis-5346	336	17	,	,	PUNCT
fis-5346	336	18	polymers	polymer	NOUN
fis-5346	336	19	,	,	PUNCT
fis-5346	336	20	13	13	NUM
fis-5346	336	21	,	,	PUNCT
fis-5346	336	22	doi	doi	NOUN
fis-5346	336	23	:	:	PUNCT
fis-5346	336	24	10.3390	10.3390	NUM
fis-5346	336	25	/	/	SYM
fis-5346	336	26	polym13234239	polym13234239	PROPN
fis-5346	336	27	.	.	PUNCT
fis-5346	337	1	[	[	X
fis-5346	337	2	27	27	NUM
fis-5346	337	3	]	]	X
fis-5346	337	4	egyptian	egyptian	PROPN
fis-5346	337	5	code	code	PROPN
fis-5346	337	6	for	for	ADP
fis-5346	337	7	design	design	NOUN
fis-5346	337	8	and	and	CCONJ
fis-5346	337	9	construction	construction	NOUN
fis-5346	337	10	of	of	ADP
fis-5346	337	11	reinforced	reinforce	VERB
fis-5346	337	12	concrete	concrete	ADJ
fis-5346	337	13	structures	structure	NOUN
fis-5346	337	14	.	.	PUNCT
fis-5346	338	1	(	(	PUNCT
fis-5346	338	2	2018	2018	NUM
fis-5346	338	3	)	)	PUNCT
fis-5346	338	4	.	.	PUNCT
fis-5346	339	1	ecpcs-203	ecpcs-203	ADJ
fis-5346	339	2	.	.	PUNCT
fis-5346	339	3	,	,	PUNCT
fis-5346	339	4	housing	housing	NOUN
fis-5346	339	5	and	and	CCONJ
fis-5346	339	6	building	build	VERB
fis-5346	339	7	national	national	ADJ
fis-5346	339	8	research	research	NOUN
fis-5346	339	9	center	center	NOUN
fis-5346	339	10	.	.	PUNCT
fis-5346	340	1	ministry	ministry	PROPN
fis-5346	340	2	of	of	ADP
fis-5346	340	3	housing	housing	PROPN
fis-5346	340	4	,	,	PUNCT
fis-5346	340	5	utilities	utility	NOUN
fis-5346	340	6	and	and	CCONJ
fis-5346	340	7	urban	urban	ADJ
fis-5346	340	8	planning	planning	NOUN
fis-5346	340	9	,	,	PUNCT
fis-5346	340	10	giza	giza	PROPN
fis-5346	340	11	,	,	PUNCT
fis-5346	340	12	egypt	egypt	PROPN
fis-5346	340	13	.	.	PUNCT
fis-5346	341	1	[	[	X
fis-5346	341	2	28	28	NUM
fis-5346	341	3	]	]	X
fis-5346	341	4	specification	specification	NOUN
fis-5346	341	5	for	for	ADP
fis-5346	341	6	structural	structural	ADJ
fis-5346	341	7	steel	steel	NOUN
fis-5346	341	8	buildings	building	NOUN
fis-5346	341	9	(	(	PUNCT
fis-5346	341	10	2010	2010	NUM
fis-5346	341	11	)	)	PUNCT
fis-5346	341	12	.	.	PUNCT
fis-5346	342	1	(	(	PUNCT
fis-5346	342	2	aisc	aisc	PROPN
fis-5346	342	3	360	360	NUM
fis-5346	342	4	)	)	PUNCT
fis-5346	342	5	.	.	PUNCT
fis-5346	343	1	ansi	ansi	PROPN
fis-5346	343	2	/	/	SYM
fis-5346	343	3	aisc	aisc	PROPN
fis-5346	343	4	360	360	NUM
fis-5346	343	5	-	-	SYM
fis-5346	343	6	10	10	NUM
fis-5346	343	7	.	.	PUNCT
fis-5346	344	1	chicago	chicago	PROPN
fis-5346	344	2	(	(	PUNCT
fis-5346	344	3	il	il	PROPN
fis-5346	344	4	):	):	PUNCT
fis-5346	344	5	american	american	PROPN
fis-5346	344	6	institute	institute	PROPN
fis-5346	344	7	of	of	ADP
fis-5346	344	8	steel	steel	NOUN
fis-5346	344	9	construction	construction	NOUN
fis-5346	344	10	.	.	PUNCT
fis-5346	345	1	[	[	X
fis-5346	345	2	29	29	NUM
fis-5346	345	3	]	]	X
fis-5346	345	4	design	design	NOUN
fis-5346	345	5	of	of	ADP
fis-5346	345	6	composite	composite	ADJ
fis-5346	345	7	steel	steel	NOUN
fis-5346	345	8	and	and	CCONJ
fis-5346	345	9	concrete	concrete	ADJ
fis-5346	345	10	structures	structure	NOUN
fis-5346	345	11	part	part	NOUN
fis-5346	345	12	1	1	NUM
fis-5346	345	13	-	-	SYM
fis-5346	345	14	1	1	NUM
fis-5346	345	15	:	:	PUNCT
fis-5346	345	16	general	general	ADJ
fis-5346	345	17	rules	rule	NOUN
fis-5346	345	18	and	and	CCONJ
fis-5346	345	19	rules	rule	NOUN
fis-5346	345	20	for	for	ADP
fis-5346	345	21	buildings	building	NOUN
fis-5346	345	22	,	,	PUNCT
fis-5346	345	23	(	(	PUNCT
fis-5346	345	24	2004	2004	NUM
fis-5346	345	25	)	)	PUNCT
fis-5346	345	26	.	.	PUNCT
fis-5346	346	1	en	en	ADP
fis-5346	346	2	1994	1994	NUM
fis-5346	346	3	-	-	SYM
fis-5346	346	4	1	1	NUM
fis-5346	346	5	-	-	SYM
fis-5346	346	6	1	1	NUM
fis-5346	346	7	,	,	PUNCT
fis-5346	346	8	eurocode	eurocode	VERB
fis-5346	346	9	4	4	NUM
fis-5346	346	10	.	.	PUNCT
fis-5346	347	1	london	london	PROPN
fis-5346	347	2	:	:	PUNCT
fis-5346	347	3	british	british	ADJ
fis-5346	347	4	standards	standard	NOUN
fis-5346	347	5	institution	institution	NOUN
fis-5346	347	6	.	.	PUNCT
fis-5346	348	1	<	<	X
fis-5346	348	2	<	<	X
fis-5346	348	3	/ascii85encodepages	/ascii85encodepage	NOUN
fis-5346	348	4	false	false	ADJ
fis-5346	348	5	/allowtransparency	/allowtransparency	NOUN
fis-5346	348	6	false	false	ADJ
fis-5346	348	7	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-5346	348	8	true	true	ADJ
fis-5346	348	9	/autorotatepages	/autorotatepage	NOUN
fis-5346	348	10	/none	/none	PUNCT
fis-5346	348	11	/binding	/binding	PUNCT
fis-5346	348	12	/left	/left	ADJ
fis-5346	349	1	/calgrayprofile	/calgrayprofile	VERB
fis-5346	349	2	(	(	PUNCT
fis-5346	349	3	dot	dot	NOUN
fis-5346	349	4	gain	gain	NOUN
fis-5346	349	5	20	20	NUM
fis-5346	349	6	%	%	NOUN
fis-5346	349	7	)	)	PUNCT
fis-5346	349	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-5346	350	1	(	(	PUNCT
fis-5346	350	2	srgb	srgb	PROPN
fis-5346	350	3	iec61966	iec61966	NOUN
fis-5346	350	4	-	-	PUNCT
fis-5346	350	5	2.1	2.1	NUM
fis-5346	350	6	)	)	PUNCT
fis-5346	350	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-5346	351	1	(	(	PUNCT
fis-5346	351	2	u.s	u.s	PROPN
fis-5346	351	3	.	.	PROPN
fis-5346	351	4	web	web	NOUN
fis-5346	351	5	coated	coat	VERB
fis-5346	351	6	\050swop\051	\050swop\051	ADJ
fis-5346	351	7	v2	v2	NOUN
fis-5346	351	8	)	)	PUNCT
fis-5346	351	9	/srgbprofile	/srgbprofile	PUNCT
fis-5346	351	10	(	(	PUNCT
fis-5346	351	11	srgb	srgb	PROPN
fis-5346	351	12	iec61966	iec61966	NOUN
fis-5346	351	13	-	-	PUNCT
fis-5346	351	14	2.1	2.1	NUM
fis-5346	351	15	)	)	PUNCT
fis-5346	351	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-5346	352	1	/error	/error	INTJ
fis-5346	352	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-5346	353	1	1.4	1.4	NUM
fis-5346	353	2	/compressobjects	/compressobject	NOUN
fis-5346	353	3	/tags	/tag	VERB
fis-5346	353	4	/compresspages	/compresspage	NOUN
fis-5346	353	5	true	true	ADJ
fis-5346	353	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-5346	353	7	true	true	ADJ
fis-5346	353	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-5346	353	9	true	true	ADJ
fis-5346	353	10	/createjobticket	/createjobticket	NOUN
fis-5346	353	11	false	false	ADJ
fis-5346	353	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-5346	353	13	/default	/default	PUNCT
fis-5346	353	14	/detectblends	/detectblend	NOUN
fis-5346	353	15	true	true	ADJ
fis-5346	353	16	/detectcurves	/detectcurve	VERB
fis-5346	354	1	0.0000	0.0000	NUM
fis-5346	354	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-5346	354	3	/cmyk	/cmyk	PUNCT
fis-5346	355	1	/dothumbnails	/dothumbnail	VERB
fis-5346	356	1	false	false	ADJ
fis-5346	356	2	/embedallfonts	/embedallfont	NOUN
fis-5346	356	3	true	true	ADJ
fis-5346	356	4	/embedopentype	/embedopentype	PUNCT
fis-5346	356	5	false	false	ADJ
fis-5346	356	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-5346	356	7	true	true	ADJ
fis-5346	356	8	/embedjoboptions	/embedjoboption	NOUN
fis-5346	356	9	true	true	ADJ
fis-5346	356	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-5346	356	11	0	0	NUM
fis-5346	356	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-5346	356	13	false	false	ADJ
fis-5346	356	14	/endpage	/endpage	NOUN
fis-5346	356	15	-1	-1	NOUN
fis-5346	356	16	/imagememory	/imagememory	NUM
fis-5346	356	17	1048576	1048576	NUM
fis-5346	356	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-5346	356	19	false	false	ADJ
fis-5346	356	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-5346	356	21	100	100	NUM
fis-5346	356	22	/optimize	/optimize	NOUN
fis-5346	356	23	true	true	ADJ
fis-5346	356	24	/opm	/opm	NOUN
fis-5346	356	25	1	1	NUM
fis-5346	356	26	/parsedsccomments	/parsedsccomment	NOUN
fis-5346	356	27	true	true	ADJ
fis-5346	356	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-5346	356	29	true	true	ADJ
fis-5346	356	30	/preservecopypage	/preservecopypage	NOUN
fis-5346	356	31	true	true	ADJ
fis-5346	356	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-5346	356	33	true	true	ADJ
fis-5346	356	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-5346	356	35	true	true	ADJ
fis-5346	356	36	/preserveflatness	/preserveflatness	NOUN
fis-5346	356	37	true	true	ADJ
fis-5346	356	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-5346	356	39	false	false	ADJ
fis-5346	356	40	/preserveopicomments	/preserveopicomment	NOUN
fis-5346	356	41	true	true	ADJ
fis-5346	356	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-5346	356	43	true	true	ADJ
fis-5346	356	44	/startpage	/startpage	NOUN
fis-5346	356	45	1	1	NUM
fis-5346	356	46	/subsetfonts	/subsetfont	NOUN
fis-5346	356	47	true	true	ADJ
fis-5346	356	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-5346	356	49	/apply	/apply	PUNCT
fis-5346	356	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-5346	357	1	/preserve	/preserve	NOUN
fis-5346	357	2	/useprologue	/useprologue	NOUN
fis-5346	357	3	false	false	ADJ
fis-5346	357	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-5346	357	5	(	(	PUNCT
fis-5346	357	6	)	)	PUNCT
fis-5346	357	7	/alwaysembed	/alwaysembe	VERB
fis-5346	357	8	[	[	PUNCT
fis-5346	357	9	true	true	ADJ
fis-5346	357	10	]	]	PUNCT
fis-5346	357	11	/neverembed	/neverembed	PUNCT
fis-5346	358	1	[	[	PUNCT
fis-5346	358	2	true	true	ADJ
fis-5346	358	3	]	]	PUNCT
fis-5346	358	4	/antialiascolorimages	/antialiascolorimages	X
fis-5346	358	5	false	false	ADJ
fis-5346	358	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-5346	358	7	true	true	ADJ
fis-5346	358	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-5346	358	9	300	300	NUM
fis-5346	358	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-5346	358	11	/ok	/ok	ADJ
fis-5346	359	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-5346	360	1	true	true	ADJ
fis-5346	360	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-5346	360	3	/bicubic	/bicubic	NOUN
fis-5346	360	4	/colorimageresolution	/colorimageresolution	NOUN
fis-5346	361	1	300	300	NUM
fis-5346	361	2	/colorimagedepth	/colorimagedepth	PRON
fis-5346	361	3	-1	-1	INTJ
fis-5346	361	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-5346	361	5	1	1	NUM
fis-5346	361	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-5346	361	7	1.50000	1.50000	NUM
fis-5346	361	8	/encodecolorimages	/encodecolorimage	NOUN
fis-5346	361	9	true	true	ADJ
fis-5346	361	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-5346	361	11	/dctencode	/dctencode	PUNCT
fis-5346	362	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-5346	362	2	true	true	ADJ
fis-5346	362	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-5346	362	4	/jpeg	/jpeg	PUNCT
fis-5346	362	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-5346	363	1	<	<	X
fis-5346	363	2	<	<	X
fis-5346	363	3	/qfactor	/qfactor	NOUN
fis-5346	363	4	0.15	0.15	NUM
fis-5346	363	5	/hsamples	/hsample	NOUN
fis-5346	364	1	[	[	X
fis-5346	364	2	1	1	NUM
fis-5346	364	3	1	1	NUM
fis-5346	364	4	1	1	NUM
fis-5346	364	5	1	1	NUM
fis-5346	364	6	]	]	PUNCT
fis-5346	364	7	/vsamples	/vsample	NOUN
fis-5346	365	1	[	[	X
fis-5346	365	2	1	1	NUM
fis-5346	365	3	1	1	NUM
fis-5346	365	4	1	1	NUM
fis-5346	365	5	1	1	NUM
fis-5346	365	6	]	]	PUNCT
fis-5346	365	7	>	>	PUNCT
fis-5346	365	8	>	>	X
fis-5346	365	9	/colorimagedict	/colorimagedict	PUNCT
fis-5346	366	1	<	<	X
fis-5346	366	2	<	<	X
fis-5346	366	3	/qfactor	/qfactor	NOUN
fis-5346	366	4	0.15	0.15	NUM
fis-5346	366	5	/hsamples	/hsample	NOUN
fis-5346	367	1	[	[	X
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fis-5346	367	6	]	]	PUNCT
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fis-5346	372	4	/jpeg	/jpeg	PUNCT
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fis-5346	393	2	>	>	X
fis-5346	393	3	/deu	/deu	PUNCT
fis-5346	393	4	<	<	X
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fis-5346	393	6	>	>	X
fis-5346	393	7	/esp	/esp	PUNCT
fis-5346	393	8	<	<	X
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fis-5346	393	10	>	>	X
fis-5346	393	11	/eti	/eti	X
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fis-5346	394	3	>	>	X
fis-5346	394	4	/fra	/fra	PUNCT
fis-5346	395	1	<	<	X
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fis-5346	395	3	>	>	X
fis-5346	395	4	/gre	/gre	PUNCT
fis-5346	395	5	<	<	X
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fis-5346	395	7	>	>	X
fis-5346	395	8	/heb	/heb	X
fis-5346	395	9	<	<	X
fis-5346	395	10	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	X
fis-5346	395	11	>	>	X
fis-5346	395	12	/hrv	/hrv	PROPN
fis-5346	396	1	(	(	PUNCT
fis-5346	396	2	za	za	PROPN
fis-5346	396	3	stvaranje	stvaranje	PROPN
fis-5346	396	4	adobe	adobe	PROPN
fis-5346	396	5	pdf	pdf	PROPN
fis-5346	396	6	dokumenata	dokumenata	PROPN
fis-5346	396	7	najpogodnijih	najpogodnijih	PROPN
fis-5346	396	8	za	za	PROPN
fis-5346	396	9	visokokvalitetni	visokokvalitetni	VERB
fis-5346	396	10	ispis	ispis	ADJ
fis-5346	396	11	prije	prije	NOUN
fis-5346	396	12	tiskanja	tiskanja	PROPN
fis-5346	396	13	koristite	koristite	PROPN
fis-5346	396	14	ove	ove	NOUN
fis-5346	396	15	postavke	postavke	NOUN
fis-5346	396	16	.	.	PUNCT
fis-5346	397	1	stvoreni	stvoreni	ADJ
fis-5346	397	2	pdf	pdf	NOUN
fis-5346	397	3	dokumenti	dokumenti	PROPN
fis-5346	397	4	mogu	mogu	PROPN
fis-5346	397	5	se	se	X
fis-5346	397	6	otvoriti	otvoriti	PROPN
fis-5346	397	7	acrobat	acrobat	PROPN
fis-5346	398	1	i	i	PRON
fis-5346	398	2	adobe	adobe	PROPN
fis-5346	398	3	reader	reader	PROPN
fis-5346	398	4	5.0	5.0	NUM
fis-5346	398	5	i	i	PRON
fis-5346	398	6	kasnijim	kasnijim	VERB
fis-5346	398	7	verzijama	verzijama	NOUN
fis-5346	398	8	.	.	PUNCT
fis-5346	398	9	)	)	PUNCT
fis-5346	399	1	/hun	/hun	PUNCT
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fis-5346	400	3	>	>	X
fis-5346	400	4	/ita	/ita	PUNCT
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fis-5346	412	3	>	>	X
fis-5346	412	4	/sve	/sve	PROPN
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fis-5346	412	7	>	>	X
fis-5346	412	8	/tur	/tur	X
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fis-5346	412	10	feff005900fc006b00730065006b0020006b0061006c006900740065006c0069002000f6006e002000790061007a006401310072006d00610020006200610073006b013100730131006e006100200065006e0020006900790069002000750079006100620069006c006500630065006b002000410064006f006200650020005000440046002000620065006c00670065006c0065007200690020006f006c0075015f007400750072006d0061006b0020006900e70069006e00200062007500200061007900610072006c0061007201310020006b0075006c006c0061006e0131006e002e00200020004f006c0075015f0074007500720075006c0061006e0020005000440046002000620065006c00670065006c0065007200690020004100630072006f006200610074002000760065002000410064006f00620065002000520065006100640065007200200035002e003000200076006500200073006f006e0072006100730131006e00640061006b00690020007300fc007200fc006d006c00650072006c00650020006100e70131006c006100620069006c00690072002e	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	PROPN
fis-5346	412	11	>	>	X
fis-5346	412	12	/ukr	/ukr	X
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fis-5346	412	15	>	>	X
fis-5346	412	16	/enu	/enu	PUNCT
fis-5346	412	17	(	(	PUNCT
fis-5346	412	18	use	use	VERB
fis-5346	412	19	these	these	DET
fis-5346	412	20	settings	setting	NOUN
fis-5346	412	21	to	to	PART
fis-5346	412	22	create	create	VERB
fis-5346	412	23	adobe	adobe	PROPN
fis-5346	412	24	pdf	pdf	PROPN
fis-5346	412	25	documents	document	NOUN
fis-5346	412	26	best	well	ADV
fis-5346	412	27	suited	suit	VERB
fis-5346	412	28	for	for	ADP
fis-5346	412	29	high	high	ADJ
fis-5346	412	30	-	-	PUNCT
fis-5346	412	31	quality	quality	NOUN
fis-5346	412	32	prepress	prepress	NOUN
fis-5346	412	33	printing	printing	NOUN
fis-5346	412	34	.	.	PUNCT
fis-5346	413	1	created	create	VERB
fis-5346	413	2	pdf	pdf	NOUN
fis-5346	413	3	documents	document	NOUN
fis-5346	413	4	can	can	AUX
fis-5346	413	5	be	be	AUX
fis-5346	413	6	opened	open	VERB
fis-5346	413	7	with	with	ADP
fis-5346	413	8	acrobat	acrobat	PROPN
fis-5346	413	9	and	and	CCONJ
fis-5346	413	10	adobe	adobe	PROPN
fis-5346	413	11	reader	reader	PROPN
fis-5346	413	12	5.0	5.0	NUM
fis-5346	413	13	and	and	CCONJ
fis-5346	413	14	later	later	ADV
fis-5346	413	15	.	.	PUNCT
fis-5346	413	16	)	)	PUNCT
fis-5346	414	1	>	>	PUNCT
fis-5346	414	2	>	>	X
fis-5346	414	3	/namespace	/namespace	PUNCT
fis-5346	415	1	[	[	PUNCT
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fis-5346	415	4	)	)	PUNCT
fis-5346	415	5	(	(	PUNCT
fis-5346	415	6	common	common	ADJ
fis-5346	415	7	)	)	PUNCT
fis-5346	415	8	(	(	PUNCT
fis-5346	415	9	1.0	1.0	NUM
fis-5346	415	10	)	)	PUNCT
fis-5346	415	11	]	]	PUNCT
fis-5346	416	1	/othernamespaces	/othernamespace	VERB
fis-5346	416	2	[	[	PUNCT
fis-5346	416	3	<	<	X
fis-5346	416	4	<	<	X
fis-5346	416	5	/asreaderspreads	/asreaderspreads	X
fis-5346	416	6	false	false	ADJ
fis-5346	416	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-5346	416	8	true	true	ADJ
fis-5346	416	9	/errorcontrol	/errorcontrol	NOUN
fis-5346	417	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-5346	417	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-5346	417	3	false	false	ADJ
fis-5346	417	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-5346	417	5	false	false	ADJ
fis-5346	417	6	/includenonprinting	/includenonprinting	NOUN
fis-5346	417	7	false	false	ADJ
fis-5346	417	8	/includeslug	/includeslug	INTJ
fis-5346	417	9	false	false	ADJ
fis-5346	417	10	/namespace	/namespace	NOUN
fis-5346	418	1	[	[	PUNCT
fis-5346	418	2	(	(	PUNCT
fis-5346	418	3	adobe	adobe	PROPN
fis-5346	418	4	)	)	PUNCT
fis-5346	418	5	(	(	PUNCT
fis-5346	418	6	indesign	indesign	NOUN
fis-5346	418	7	)	)	PUNCT
fis-5346	418	8	(	(	PUNCT
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fis-5346	418	10	)	)	PUNCT
fis-5346	418	11	]	]	PUNCT
fis-5346	418	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-5346	419	1	false	false	ADJ
fis-5346	419	2	/omitplacedeps	/omitplacedeps	INTJ
fis-5346	419	3	false	false	ADJ
fis-5346	419	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-5346	419	5	false	false	ADJ
fis-5346	419	6	/simulateoverprint	/simulateoverprint	NOUN
fis-5346	419	7	/legacy	/legacy	PUNCT
fis-5346	420	1	>	>	PUNCT
fis-5346	420	2	>	>	X
fis-5346	421	1	<	<	X
fis-5346	421	2	<	<	X
fis-5346	421	3	/addbleedmarks	/addbleedmarks	X
fis-5346	421	4	false	false	ADJ
fis-5346	421	5	/addcolorbars	/addcolorbars	INTJ
fis-5346	421	6	false	false	ADJ
fis-5346	421	7	/addcropmarks	/addcropmarks	PUNCT
fis-5346	421	8	false	false	ADJ
fis-5346	421	9	/addpageinfo	/addpageinfo	INTJ
fis-5346	421	10	false	false	ADJ
fis-5346	421	11	/addregmarks	/addregmark	NOUN
fis-5346	421	12	false	false	ADJ
fis-5346	421	13	/convertcolors	/convertcolor	NOUN
fis-5346	421	14	/converttocmyk	/converttocmyk	INTJ
fis-5346	421	15	/destinationprofilename	/destinationprofilename	PUNCT
fis-5346	421	16	(	(	PUNCT
fis-5346	421	17	)	)	PUNCT
fis-5346	421	18	/destinationprofileselector	/destinationprofileselector	NOUN
fis-5346	421	19	/documentcmyk	/documentcmyk	PUNCT
fis-5346	421	20	/downsample16bitimages	/downsample16bitimage	NOUN
fis-5346	421	21	true	true	ADJ
fis-5346	421	22	/flattenerpreset	/flattenerpreset	PUNCT
fis-5346	422	1	<	<	X
fis-5346	422	2	<	<	X
fis-5346	422	3	/presetselector	/presetselector	X
fis-5346	422	4	/mediumresolution	/mediumresolution	NOUN
fis-5346	422	5	>	>	PUNCT
fis-5346	422	6	>	>	X
fis-5346	422	7	/formelements	/formelement	NOUN
fis-5346	423	1	false	false	ADJ
fis-5346	423	2	/generatestructure	/generatestructure	PUNCT
fis-5346	423	3	false	false	ADJ
fis-5346	423	4	/includebookmarks	/includebookmark	NOUN
fis-5346	423	5	false	false	ADJ
fis-5346	423	6	/includehyperlinks	/includehyperlinks	INTJ
fis-5346	423	7	false	false	ADJ
fis-5346	423	8	/includeinteractive	/includeinteractive	ADJ
fis-5346	423	9	false	false	ADJ
fis-5346	423	10	/includelayers	/includelayer	NOUN
fis-5346	423	11	false	false	ADJ
fis-5346	423	12	/includeprofiles	/includeprofiles	INTJ
fis-5346	423	13	false	false	ADJ
fis-5346	423	14	/multimediahandling	/multimediahandling	NOUN
fis-5346	424	1	/useobjectsettings	/useobjectsettings	PRON
fis-5346	425	1	/namespace	/namespace	PUNCT
fis-5346	426	1	[	[	PUNCT
fis-5346	426	2	(	(	PUNCT
fis-5346	426	3	adobe	adobe	PROPN
fis-5346	426	4	)	)	PUNCT
fis-5346	426	5	(	(	PUNCT
fis-5346	426	6	creativesuite	creativesuite	NOUN
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fis-5346	427	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-5346	427	2	/documentcmyk	/documentcmyk	PUNCT
fis-5346	428	1	/preserveediting	/preserveedite	VERB
fis-5346	428	2	true	true	ADJ
fis-5346	428	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-5346	428	4	/leaveuntagged	/leaveuntagge	VERB
fis-5346	428	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-5346	428	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-5346	428	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-5346	429	1	false	false	ADJ
fis-5346	429	2	>	>	PUNCT
fis-5346	429	3	>	>	X
fis-5346	429	4	]	]	PUNCT
fis-5346	429	5	>	>	PUNCT
fis-5346	429	6	>	>	X
fis-5346	429	7	setdistillerparams	setdistillerparam	NOUN
fis-5346	430	1	<	<	X
fis-5346	430	2	<	<	X
fis-5346	430	3	/hwresolution	/hwresolution	NOUN
fis-5346	431	1	[	[	X
fis-5346	431	2	2400	2400	NUM
fis-5346	431	3	2400	2400	NUM
fis-5346	431	4	]	]	PUNCT
fis-5346	431	5	/pagesize	/pagesize	X
fis-5346	432	1	[	[	X
fis-5346	432	2	612.000	612.000	NUM
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fis-5346	432	4	]	]	PUNCT
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fis-5346	432	7	setpagedevice	setpagedevice	PROPN