id	sid	tid	token	lemma	pos
fis-5347	1	1	microsoft	microsoft	PROPN
fis-5347	1	2	word	word	PROPN
fis-5347	1	3	numero_72_art_19_5347.docx	numero_72_art_19_5347.docx	VERB
fis-5347	1	4	m.	m.	NOUN
fis-5347	1	5	a.	a.	NOUN
fis-5347	1	6	m.	m.	PROPN
fis-5347	1	7	khalil	khalil	PROPN
fis-5347	1	8	,	,	PUNCT
fis-5347	1	9	fracture	fracture	PROPN
fis-5347	1	10	and	and	CCONJ
fis-5347	1	11	structural	structural	ADJ
fis-5347	1	12	integrity	integrity	NOUN
fis-5347	1	13	,	,	PUNCT
fis-5347	1	14	72	72	NUM
fis-5347	1	15	(	(	PUNCT
fis-5347	1	16	2025	2025	NUM
fis-5347	1	17	)	)	PUNCT
fis-5347	1	18	263	263	NUM
fis-5347	1	19	-	-	SYM
fis-5347	1	20	279	279	NUM
fis-5347	1	21	;	;	PUNCT
fis-5347	1	22	doi	doi	NOUN
fis-5347	1	23	:	:	PUNCT
fis-5347	1	24	10.3221	10.3221	NUM
fis-5347	1	25	/	/	SYM
fis-5347	1	26	igf	igf	PROPN
fis-5347	1	27	-	-	PUNCT
fis-5347	1	28	esis.72.19	esis.72.19	PROPN
fis-5347	1	29	263	263	NUM
fis-5347	1	30	experimental	experimental	ADJ
fis-5347	1	31	and	and	CCONJ
fis-5347	1	32	theoretical	theoretical	ADJ
fis-5347	1	33	study	study	NOUN
fis-5347	1	34	of	of	ADP
fis-5347	1	35	used	use	VERB
fis-5347	1	36	gfrp	gfrp	PROPN
fis-5347	1	37	i	i	PROPN
fis-5347	1	38	-	-	PUNCT
fis-5347	1	39	profile	profile	NOUN
fis-5347	1	40	composite	composite	ADJ
fis-5347	1	41	columns	column	NOUN
fis-5347	1	42	mohammed	mohammed	PROPN
fis-5347	1	43	abdel	abdel	PROPN
fis-5347	1	44	-	-	PUNCT
fis-5347	1	45	rahman	rahman	PROPN
fis-5347	1	46	m.	m.	PROPN
fis-5347	1	47	khalil	khalil	PROPN
fis-5347	1	48	,	,	PUNCT
fis-5347	1	49	ata	ata	PROPN
fis-5347	1	50	el	el	PROPN
fis-5347	1	51	-	-	PUNCT
fis-5347	1	52	kariem	kariem	PROPN
fis-5347	1	53	shoeib	shoeib	PROPN
fis-5347	1	54	soliman	soliman	PROPN
fis-5347	1	55	,	,	PUNCT
fis-5347	1	56	alaa	alaa	PROPN
fis-5347	1	57	gamal	gamal	PROPN
fis-5347	1	58	sheriff	sheriff	PROPN
fis-5347	1	59	,	,	PUNCT
fis-5347	1	60	mohammed	mohammed	PROPN
fis-5347	1	61	m.	m.	PROPN
fis-5347	1	62	salem	salem	PROPN
fis-5347	1	63	faculty	faculty	NOUN
fis-5347	1	64	of	of	ADP
fis-5347	1	65	engineering	engineering	PROPN
fis-5347	1	66	,	,	PUNCT
fis-5347	1	67	helwan	helwan	PROPN
fis-5347	1	68	university	university	PROPN
fis-5347	1	69	,	,	PUNCT
fis-5347	1	70	egypt	egypt	PROPN
fis-5347	1	71	.	.	PUNCT
fis-5347	2	1	mamkhalil@m-eng.helwan.edu.eg	mamkhalil@m-eng.helwan.edu.eg	PROPN
fis-5347	2	2	,	,	PUNCT
fis-5347	2	3	atta_alsayed@m-eng.helwan.edu.eg	atta_alsayed@m-eng.helwan.edu.eg	PROPN
fis-5347	2	4	,	,	PUNCT
fis-5347	2	5	agbsherif@gmail.com	agbsherif@gmail.com	X
fis-5347	2	6	,	,	PUNCT
fis-5347	2	7	mohamedsalem@m-eng.helwan.edu.eg	mohamedsalem@m-eng.helwan.edu.eg	ADJ
fis-5347	2	8	keywords	keyword	NOUN
fis-5347	2	9	.	.	PUNCT
fis-5347	3	1	gfrp	gfrp	PROPN
fis-5347	3	2	i	i	PROPN
fis-5347	3	3	-	-	PUNCT
fis-5347	3	4	section	section	NOUN
fis-5347	3	5	,	,	PUNCT
fis-5347	3	6	composite	composite	ADJ
fis-5347	3	7	columns	column	NOUN
fis-5347	3	8	,	,	PUNCT
fis-5347	3	9	reinforced	reinforce	VERB
fis-5347	3	10	concrete	concrete	ADJ
fis-5347	3	11	columns	column	NOUN
fis-5347	3	12	,	,	PUNCT
fis-5347	3	13	fire	fire	NOUN
fis-5347	3	14	,	,	PUNCT
fis-5347	3	15	experimental	experimental	ADJ
fis-5347	3	16	results	result	NOUN
fis-5347	3	17	,	,	PUNCT
fis-5347	3	18	theoretical	theoretical	ADJ
fis-5347	3	19	study	study	NOUN
fis-5347	3	20	and	and	CCONJ
fis-5347	3	21	finite	finite	ADJ
fis-5347	3	22	element	element	NOUN
fis-5347	3	23	analysis	analysis	NOUN
fis-5347	3	24	.	.	PUNCT
fis-5347	4	1	citation	citation	NOUN
fis-5347	4	2	:	:	PUNCT
fis-5347	5	1	khalil	khalil	PROPN
fis-5347	5	2	,	,	PUNCT
fis-5347	5	3	m.	m.	NOUN
fis-5347	5	4	,	,	PUNCT
fis-5347	5	5	soliman	soliman	NOUN
fis-5347	5	6	,	,	PUNCT
fis-5347	5	7	a.	a.	PROPN
fis-5347	5	8	,	,	PUNCT
fis-5347	5	9	sheriff	sheriff	NOUN
fis-5347	5	10	,	,	PUNCT
fis-5347	5	11	a.	a.	NOUN
fis-5347	5	12	,	,	PUNCT
fis-5347	5	13	salem	salem	NOUN
fis-5347	5	14	,	,	PUNCT
fis-5347	5	15	m.	m.	NOUN
fis-5347	5	16	,	,	PUNCT
fis-5347	5	17	experimental	experimental	ADJ
fis-5347	5	18	and	and	CCONJ
fis-5347	5	19	theoretical	theoretical	ADJ
fis-5347	5	20	study	study	NOUN
fis-5347	5	21	of	of	ADP
fis-5347	5	22	used	use	VERB
fis-5347	5	23	gfrp	gfrp	PROPN
fis-5347	5	24	i	i	PROPN
fis-5347	5	25	-	-	PUNCT
fis-5347	5	26	profile	profile	NOUN
fis-5347	5	27	composite	composite	ADJ
fis-5347	5	28	columns	column	NOUN
fis-5347	5	29	,	,	PUNCT
fis-5347	5	30	fracture	fracture	NOUN
fis-5347	5	31	and	and	CCONJ
fis-5347	5	32	structural	structural	ADJ
fis-5347	5	33	integrity	integrity	NOUN
fis-5347	5	34	,	,	PUNCT
fis-5347	5	35	72	72	NUM
fis-5347	5	36	(	(	PUNCT
fis-5347	5	37	2025	2025	NUM
fis-5347	5	38	)	)	PUNCT
fis-5347	5	39	263	263	NUM
fis-5347	5	40	-	-	SYM
fis-5347	5	41	279	279	NUM
fis-5347	5	42	.	.	PUNCT
fis-5347	5	43	received	receive	VERB
fis-5347	5	44	:	:	PUNCT
fis-5347	5	45	19.01.2025	19.01.2025	ADV
fis-5347	5	46	accepted	accept	VERB
fis-5347	5	47	:	:	PUNCT
fis-5347	5	48	23.03.2025	23.03.2025	NUM
fis-5347	5	49	published	publish	VERB
fis-5347	5	50	:	:	PUNCT
fis-5347	5	51	26.03.2025	26.03.2025	NUM
fis-5347	5	52	issue	issue	NOUN
fis-5347	5	53	:	:	PUNCT
fis-5347	5	54	04.2025	04.2025	NUM
fis-5347	5	55	copyright	copyright	NOUN
fis-5347	5	56	:	:	PUNCT
fis-5347	5	57	©	©	PROPN
fis-5347	5	58	2025	2025	NUM
fis-5347	5	59	this	this	PRON
fis-5347	5	60	is	be	AUX
fis-5347	5	61	an	an	DET
fis-5347	5	62	open	open	ADJ
fis-5347	5	63	access	access	NOUN
fis-5347	5	64	article	article	NOUN
fis-5347	5	65	under	under	ADP
fis-5347	5	66	the	the	DET
fis-5347	5	67	terms	term	NOUN
fis-5347	5	68	of	of	ADP
fis-5347	5	69	the	the	DET
fis-5347	5	70	cc	cc	NOUN
fis-5347	5	71	-	-	PUNCT
fis-5347	5	72	by	by	ADP
fis-5347	5	73	4.0	4.0	NUM
fis-5347	5	74	,	,	PUNCT
fis-5347	5	75	which	which	PRON
fis-5347	5	76	permits	permit	VERB
fis-5347	5	77	unrestricted	unrestricted	ADJ
fis-5347	5	78	use	use	NOUN
fis-5347	5	79	,	,	PUNCT
fis-5347	5	80	distribution	distribution	NOUN
fis-5347	5	81	,	,	PUNCT
fis-5347	5	82	and	and	CCONJ
fis-5347	5	83	reproduction	reproduction	NOUN
fis-5347	5	84	in	in	ADP
fis-5347	5	85	any	any	DET
fis-5347	5	86	medium	medium	NOUN
fis-5347	5	87	,	,	PUNCT
fis-5347	5	88	provided	provide	VERB
fis-5347	5	89	the	the	DET
fis-5347	5	90	original	original	ADJ
fis-5347	5	91	author	author	NOUN
fis-5347	5	92	and	and	CCONJ
fis-5347	5	93	source	source	NOUN
fis-5347	5	94	are	be	AUX
fis-5347	5	95	credited	credit	VERB
fis-5347	5	96	.	.	PUNCT
fis-5347	6	1	introduction	introduction	NOUN
fis-5347	6	2	he	he	PRON
fis-5347	6	3	study	study	VERB
fis-5347	6	4	of	of	ADP
fis-5347	6	5	glass	glass	NOUN
fis-5347	6	6	fiber	fiber	NOUN
fis-5347	6	7	reinforced	reinforce	VERB
fis-5347	6	8	polymer	polymer	NOUN
fis-5347	6	9	(	(	PUNCT
fis-5347	6	10	gfrp	gfrp	NOUN
fis-5347	6	11	)	)	PUNCT
fis-5347	6	12	composite	composite	ADJ
fis-5347	6	13	columns	column	NOUN
fis-5347	6	14	under	under	ADP
fis-5347	6	15	axial	axial	ADJ
fis-5347	6	16	load	load	NOUN
fis-5347	6	17	is	be	AUX
fis-5347	6	18	increasingly	increasingly	ADV
fis-5347	6	19	important	important	ADJ
fis-5347	6	20	in	in	ADP
fis-5347	6	21	civil	civil	ADJ
fis-5347	6	22	engineering	engineering	NOUN
fis-5347	6	23	due	due	ADP
fis-5347	6	24	to	to	ADP
fis-5347	6	25	the	the	DET
fis-5347	6	26	growing	grow	VERB
fis-5347	6	27	adoption	adoption	NOUN
fis-5347	6	28	of	of	ADP
fis-5347	6	29	composite	composite	ADJ
fis-5347	6	30	materials	material	NOUN
fis-5347	6	31	in	in	ADP
fis-5347	6	32	construction	construction	NOUN
fis-5347	6	33	.	.	PUNCT
fis-5347	7	1	gfrp	gfrp	PROPN
fis-5347	7	2	offers	offer	VERB
fis-5347	7	3	advantages	advantage	NOUN
fis-5347	7	4	such	such	ADJ
fis-5347	7	5	as	as	ADP
fis-5347	7	6	a	a	DET
fis-5347	7	7	high	high	ADJ
fis-5347	7	8	strength	strength	NOUN
fis-5347	7	9	-	-	PUNCT
fis-5347	7	10	to	to	ADP
fis-5347	7	11	-	-	PUNCT
fis-5347	7	12	weight	weight	NOUN
fis-5347	7	13	ratio	ratio	NOUN
fis-5347	7	14	,	,	PUNCT
fis-5347	7	15	corrosion	corrosion	NOUN
fis-5347	7	16	resistance	resistance	NOUN
fis-5347	7	17	,	,	PUNCT
fis-5347	7	18	and	and	CCONJ
fis-5347	7	19	durability	durability	NOUN
fis-5347	7	20	.	.	PUNCT
fis-5347	8	1	however	however	ADV
fis-5347	8	2	,	,	PUNCT
fis-5347	8	3	its	its	PRON
fis-5347	8	4	limitations	limitation	NOUN
fis-5347	8	5	include	include	VERB
fis-5347	8	6	poor	poor	ADJ
fis-5347	8	7	fire	fire	NOUN
fis-5347	8	8	resistance	resistance	NOUN
fis-5347	8	9	,	,	PUNCT
fis-5347	8	10	lower	low	ADJ
fis-5347	8	11	ductility	ductility	NOUN
fis-5347	8	12	,	,	PUNCT
fis-5347	8	13	and	and	CCONJ
fis-5347	8	14	potential	potential	ADJ
fis-5347	8	15	long	long	ADJ
fis-5347	8	16	-	-	PUNCT
fis-5347	8	17	term	term	NOUN
fis-5347	8	18	deflection	deflection	NOUN
fis-5347	8	19	concerns	concern	NOUN
fis-5347	8	20	.	.	PUNCT
fis-5347	9	1	when	when	SCONJ
fis-5347	9	2	combined	combine	VERB
fis-5347	9	3	with	with	ADP
fis-5347	9	4	concrete	concrete	ADJ
fis-5347	9	5	,	,	PUNCT
fis-5347	9	6	gfrp	gfrp	NOUN
fis-5347	9	7	-	-	PUNCT
fis-5347	9	8	reinforced	reinforce	VERB
fis-5347	9	9	columns	column	NOUN
fis-5347	9	10	can	can	AUX
fis-5347	9	11	enhance	enhance	VERB
fis-5347	9	12	load	load	NOUN
fis-5347	9	13	-	-	PUNCT
fis-5347	9	14	bearing	bear	VERB
fis-5347	9	15	capacity	capacity	NOUN
fis-5347	9	16	and	and	CCONJ
fis-5347	9	17	ductility	ductility	NOUN
fis-5347	9	18	compared	compare	VERB
fis-5347	9	19	to	to	ADP
fis-5347	9	20	conventional	conventional	ADJ
fis-5347	9	21	reinforced	reinforce	VERB
fis-5347	9	22	concrete	concrete	NOUN
fis-5347	9	23	(	(	PUNCT
fis-5347	9	24	rc	rc	NOUN
fis-5347	9	25	)	)	PUNCT
fis-5347	9	26	columns	column	NOUN
fis-5347	9	27	.	.	PUNCT
fis-5347	10	1	the	the	DET
fis-5347	10	2	structural	structural	ADJ
fis-5347	10	3	behavior	behavior	NOUN
fis-5347	10	4	of	of	ADP
fis-5347	10	5	gfrp	gfrp	ADJ
fis-5347	10	6	-	-	PUNCT
fis-5347	10	7	concrete	concrete	ADJ
fis-5347	10	8	composite	composite	ADJ
fis-5347	10	9	columns	column	NOUN
fis-5347	10	10	depends	depend	VERB
fis-5347	10	11	on	on	ADP
fis-5347	10	12	factors	factor	NOUN
fis-5347	10	13	such	such	ADJ
fis-5347	10	14	as	as	ADP
fis-5347	10	15	the	the	DET
fis-5347	10	16	type	type	NOUN
fis-5347	10	17	and	and	CCONJ
fis-5347	10	18	ratio	ratio	NOUN
fis-5347	10	19	of	of	ADP
fis-5347	10	20	gfrp	gfrp	PROPN
fis-5347	10	21	,	,	PUNCT
fis-5347	10	22	the	the	DET
fis-5347	10	23	bond	bond	NOUN
fis-5347	10	24	between	between	ADP
fis-5347	10	25	gfrp	gfrp	PROPN
fis-5347	10	26	and	and	CCONJ
fis-5347	10	27	concrete	concrete	NOUN
fis-5347	10	28	,	,	PUNCT
fis-5347	10	29	and	and	CCONJ
fis-5347	10	30	the	the	DET
fis-5347	10	31	level	level	NOUN
fis-5347	10	32	of	of	ADP
fis-5347	10	33	confinement	confinement	NOUN
fis-5347	10	34	provided	provide	VERB
fis-5347	10	35	.	.	PUNCT
fis-5347	11	1	understanding	understand	VERB
fis-5347	11	2	these	these	DET
fis-5347	11	3	interactions	interaction	NOUN
fis-5347	11	4	is	be	AUX
fis-5347	11	5	crucial	crucial	ADJ
fis-5347	11	6	for	for	ADP
fis-5347	11	7	designing	design	VERB
fis-5347	11	8	safe	safe	ADJ
fis-5347	11	9	,	,	PUNCT
fis-5347	11	10	efficient	efficient	ADJ
fis-5347	11	11	structures	structure	NOUN
fis-5347	11	12	.	.	PUNCT
fis-5347	12	1	further	further	ADJ
fis-5347	12	2	research	research	NOUN
fis-5347	12	3	is	be	AUX
fis-5347	12	4	needed	need	VERB
fis-5347	12	5	to	to	PART
fis-5347	12	6	refine	refine	VERB
fis-5347	12	7	design	design	NOUN
fis-5347	12	8	guidelines	guideline	NOUN
fis-5347	12	9	and	and	CCONJ
fis-5347	12	10	optimize	optimize	VERB
fis-5347	12	11	material	material	NOUN
fis-5347	12	12	usage	usage	NOUN
fis-5347	12	13	,	,	PUNCT
fis-5347	12	14	leading	lead	VERB
fis-5347	12	15	to	to	ADP
fis-5347	12	16	cost	cost	NOUN
fis-5347	12	17	-	-	PUNCT
fis-5347	12	18	effective	effective	ADJ
fis-5347	12	19	solutions	solution	NOUN
fis-5347	12	20	for	for	ADP
fis-5347	12	21	structural	structural	ADJ
fis-5347	12	22	applications	application	NOUN
fis-5347	12	23	.	.	PUNCT
fis-5347	13	1	several	several	ADJ
fis-5347	13	2	studies	study	NOUN
fis-5347	13	3	have	have	AUX
fis-5347	13	4	investigated	investigate	VERB
fis-5347	13	5	the	the	DET
fis-5347	13	6	axial	axial	ADJ
fis-5347	13	7	load	load	NOUN
fis-5347	13	8	performance	performance	NOUN
fis-5347	13	9	of	of	ADP
fis-5347	13	10	gfrp	gfrp	NOUN
fis-5347	13	11	-	-	PUNCT
fis-5347	13	12	reinforced	reinforce	VERB
fis-5347	13	13	composite	composite	ADJ
fis-5347	13	14	columns	column	NOUN
fis-5347	13	15	.	.	PUNCT
fis-5347	14	1	muhammad	muhammad	PROPN
fis-5347	14	2	et	et	PROPN
fis-5347	14	3	al	al	PROPN
fis-5347	14	4	.	.	PUNCT
fis-5347	15	1	[	[	X
fis-5347	15	2	1	1	X
fis-5347	15	3	]	]	PUNCT
fis-5347	15	4	examined	examine	VERB
fis-5347	15	5	gfrp	gfrp	PROPN
fis-5347	15	6	i	i	PROPN
fis-5347	15	7	-	-	PUNCT
fis-5347	15	8	section	section	NOUN
fis-5347	15	9	and	and	CCONJ
fis-5347	15	10	c	c	NOUN
fis-5347	15	11	-	-	PUNCT
fis-5347	15	12	section	section	NOUN
fis-5347	15	13	composite	composite	ADJ
fis-5347	15	14	columns	column	NOUN
fis-5347	15	15	under	under	ADP
fis-5347	15	16	axial	axial	ADJ
fis-5347	15	17	and	and	CCONJ
fis-5347	15	18	eccentric	eccentric	ADJ
fis-5347	15	19	loads	load	NOUN
fis-5347	15	20	.	.	PUNCT
fis-5347	16	1	their	their	PRON
fis-5347	16	2	results	result	NOUN
fis-5347	16	3	showed	show	VERB
fis-5347	16	4	that	that	SCONJ
fis-5347	16	5	gfrp	gfrp	PROPN
fis-5347	16	6	i	i	PROPN
fis-5347	16	7	-	-	PUNCT
fis-5347	16	8	section	section	NOUN
fis-5347	16	9	-	-	PUNCT
fis-5347	16	10	reinforced	reinforce	VERB
fis-5347	16	11	columns	column	NOUN
fis-5347	16	12	achieved	achieve	VERB
fis-5347	16	13	higher	high	ADJ
fis-5347	16	14	ultimate	ultimate	ADJ
fis-5347	16	15	loads	load	NOUN
fis-5347	16	16	but	but	CCONJ
fis-5347	16	17	exhibited	exhibit	VERB
fis-5347	16	18	lower	low	ADJ
fis-5347	16	19	ductility	ductility	NOUN
fis-5347	16	20	compared	compare	VERB
fis-5347	16	21	to	to	ADP
fis-5347	16	22	steel	steel	NOUN
fis-5347	16	23	-	-	PUNCT
fis-5347	16	24	reinforced	reinforce	VERB
fis-5347	16	25	columns	column	NOUN
fis-5347	16	26	.	.	PUNCT
fis-5347	17	1	jing	je	VERB
fis-5347	17	2	et	et	PROPN
fis-5347	17	3	al	al	PROPN
fis-5347	17	4	.	.	PUNCT
fis-5347	18	1	[	[	X
fis-5347	18	2	2	2	NUM
fis-5347	18	3	]	]	PUNCT
fis-5347	18	4	studied	study	VERB
fis-5347	18	5	concrete	concrete	NOUN
fis-5347	18	6	-	-	PUNCT
fis-5347	18	7	filled	fill	VERB
fis-5347	18	8	square	square	ADJ
fis-5347	18	9	gfrp	gfrp	NOUN
fis-5347	18	10	tubular	tubular	ADJ
fis-5347	18	11	columns	column	NOUN
fis-5347	18	12	under	under	ADP
fis-5347	18	13	axial	axial	ADJ
fis-5347	18	14	t	t	PROPN
fis-5347	18	15	https://youtu.be/slrvzafsue4	https://youtu.be/slrvzafsue4	PROPN
fis-5347	18	16	m.	m.	NOUN
fis-5347	18	17	a.	a.	PROPN
fis-5347	18	18	m.	m.	PROPN
fis-5347	18	19	khalil	khalil	PROPN
fis-5347	18	20	,	,	PUNCT
fis-5347	18	21	fracture	fracture	PROPN
fis-5347	18	22	and	and	CCONJ
fis-5347	18	23	structural	structural	ADJ
fis-5347	18	24	integrity	integrity	NOUN
fis-5347	18	25	,	,	PUNCT
fis-5347	18	26	72	72	NUM
fis-5347	18	27	(	(	PUNCT
fis-5347	18	28	2025	2025	NUM
fis-5347	18	29	)	)	PUNCT
fis-5347	18	30	263	263	NUM
fis-5347	18	31	-	-	SYM
fis-5347	18	32	279	279	NUM
fis-5347	18	33	;	;	PUNCT
fis-5347	18	34	doi	doi	NOUN
fis-5347	18	35	:	:	PUNCT
fis-5347	18	36	10.3221	10.3221	NUM
fis-5347	18	37	/	/	SYM
fis-5347	18	38	igf	igf	PROPN
fis-5347	18	39	-	-	PUNCT
fis-5347	18	40	esis.72.19	esis.72.19	PROPN
fis-5347	18	41	264	264	NUM
fis-5347	18	42	compression	compression	NOUN
fis-5347	18	43	and	and	CCONJ
fis-5347	18	44	found	find	VERB
fis-5347	18	45	that	that	SCONJ
fis-5347	18	46	reinforcement	reinforcement	NOUN
fis-5347	18	47	cages	cage	NOUN
fis-5347	18	48	significantly	significantly	ADV
fis-5347	18	49	improved	improve	VERB
fis-5347	18	50	load	load	NOUN
fis-5347	18	51	capacity	capacity	NOUN
fis-5347	18	52	and	and	CCONJ
fis-5347	18	53	ductility	ductility	NOUN
fis-5347	18	54	.	.	PUNCT
fis-5347	19	1	muhammad	muhammad	PROPN
fis-5347	19	2	et	et	PROPN
fis-5347	19	3	al	al	PROPN
fis-5347	19	4	.	.	PUNCT
fis-5347	20	1	[	[	X
fis-5347	20	2	3	3	NUM
fis-5347	20	3	]	]	PUNCT
fis-5347	20	4	further	far	ADV
fis-5347	20	5	investigated	investigate	VERB
fis-5347	20	6	gfrp	gfrp	PROPN
fis-5347	20	7	tube	tube	NOUN
fis-5347	20	8	-	-	PUNCT
fis-5347	20	9	reinforced	reinforce	VERB
fis-5347	20	10	concrete	concrete	ADJ
fis-5347	20	11	columns	column	NOUN
fis-5347	20	12	,	,	PUNCT
fis-5347	20	13	concluding	conclude	VERB
fis-5347	20	14	that	that	SCONJ
fis-5347	20	15	gfrp	gfrp	PROPN
fis-5347	20	16	tubes	tube	NOUN
fis-5347	20	17	enhance	enhance	VERB
fis-5347	20	18	both	both	DET
fis-5347	20	19	ductility	ductility	NOUN
fis-5347	20	20	and	and	CCONJ
fis-5347	20	21	strength	strength	NOUN
fis-5347	20	22	.	.	PUNCT
fis-5347	21	1	ishaqian	ishaqian	PROPN
fis-5347	21	2	and	and	CCONJ
fis-5347	21	3	keramti	keramti	NOUN
fis-5347	22	1	[	[	X
fis-5347	22	2	4	4	X
fis-5347	22	3	]	]	PUNCT
fis-5347	22	4	confirmed	confirm	VERB
fis-5347	22	5	that	that	SCONJ
fis-5347	22	6	pultruded	pultruded	ADJ
fis-5347	22	7	gfrp	gfrp	PROPN
fis-5347	22	8	i	i	PRON
fis-5347	22	9	-	-	PUNCT
fis-5347	22	10	shapes	shape	NOUN
fis-5347	22	11	effectively	effectively	ADV
fis-5347	22	12	improve	improve	VERB
fis-5347	22	13	concrete	concrete	ADJ
fis-5347	22	14	column	column	NOUN
fis-5347	22	15	performance	performance	NOUN
fis-5347	22	16	.	.	PUNCT
fis-5347	23	1	however	however	ADV
fis-5347	23	2	,	,	PUNCT
fis-5347	23	3	zureick	zureick	PROPN
fis-5347	23	4	and	and	CCONJ
fis-5347	23	5	scott	scott	PROPN
fis-5347	23	6	[	[	X
fis-5347	23	7	5	5	NUM
fis-5347	23	8	]	]	PUNCT
fis-5347	23	9	identified	identify	VERB
fis-5347	23	10	global	global	ADJ
fis-5347	23	11	buckling	buckling	NOUN
fis-5347	23	12	as	as	ADP
fis-5347	23	13	the	the	DET
fis-5347	23	14	primary	primary	ADJ
fis-5347	23	15	failure	failure	NOUN
fis-5347	23	16	mechanism	mechanism	NOUN
fis-5347	23	17	in	in	ADP
fis-5347	23	18	slender	slender	ADJ
fis-5347	23	19	gfrp	gfrp	PROPN
fis-5347	23	20	-	-	PUNCT
fis-5347	23	21	reinforced	reinforce	VERB
fis-5347	23	22	columns	column	NOUN
fis-5347	23	23	.	.	PUNCT
fis-5347	24	1	hashem	hashem	PROPN
fis-5347	25	1	[	[	X
fis-5347	25	2	6	6	NUM
fis-5347	25	3	]	]	PUNCT
fis-5347	25	4	conducted	conduct	VERB
fis-5347	25	5	analytical	analytical	ADJ
fis-5347	25	6	and	and	CCONJ
fis-5347	25	7	experimental	experimental	ADJ
fis-5347	25	8	research	research	NOUN
fis-5347	25	9	on	on	ADP
fis-5347	25	10	short	short	ADJ
fis-5347	25	11	and	and	CCONJ
fis-5347	25	12	long	long	ADJ
fis-5347	25	13	gfrp	gfrp	NOUN
fis-5347	25	14	composite	composite	ADJ
fis-5347	25	15	columns	column	NOUN
fis-5347	25	16	,	,	PUNCT
fis-5347	25	17	while	while	SCONJ
fis-5347	25	18	lei	lei	PROPN
fis-5347	26	1	[	[	PUNCT
fis-5347	26	2	7	7	NUM
fis-5347	26	3	]	]	PUNCT
fis-5347	26	4	investigated	investigate	VERB
fis-5347	26	5	slender	slender	ADJ
fis-5347	26	6	gfrp	gfrp	PROPN
fis-5347	26	7	square	square	ADJ
fis-5347	26	8	hollow	hollow	ADJ
fis-5347	26	9	columns	column	NOUN
fis-5347	26	10	under	under	ADP
fis-5347	26	11	axial	axial	ADJ
fis-5347	26	12	and	and	CCONJ
fis-5347	26	13	eccentric	eccentric	ADJ
fis-5347	26	14	loads	load	NOUN
fis-5347	26	15	and	and	CCONJ
fis-5347	26	16	revealed	reveal	VERB
fis-5347	26	17	that	that	SCONJ
fis-5347	26	18	the	the	DET
fis-5347	26	19	compression	compression	NOUN
fis-5347	26	20	performance	performance	NOUN
fis-5347	26	21	of	of	ADP
fis-5347	26	22	gfrp	gfrp	PROPN
fis-5347	26	23	columns	column	NOUN
fis-5347	26	24	was	be	AUX
fis-5347	26	25	significantly	significantly	ADV
fis-5347	26	26	affected	affect	VERB
fis-5347	26	27	by	by	ADP
fis-5347	26	28	the	the	DET
fis-5347	26	29	eccentricity	eccentricity	NOUN
fis-5347	26	30	and	and	CCONJ
fis-5347	26	31	the	the	DET
fis-5347	26	32	moment	moment	NOUN
fis-5347	26	33	capacity	capacity	NOUN
fis-5347	26	34	of	of	ADP
fis-5347	26	35	bolted	bolted	ADJ
fis-5347	26	36	sleeve	sleeve	NOUN
fis-5347	26	37	joint	joint	NOUN
fis-5347	26	38	.	.	PUNCT
fis-5347	27	1	srinath	srinath	PROPN
fis-5347	27	2	t	t	PROPN
fis-5347	28	1	[	[	X
fis-5347	28	2	8	8	X
fis-5347	28	3	]	]	PUNCT
fis-5347	28	4	conducted	conduct	VERB
fis-5347	28	5	an	an	DET
fis-5347	28	6	experimental	experimental	ADJ
fis-5347	28	7	and	and	CCONJ
fis-5347	28	8	numerical	numerical	ADJ
fis-5347	28	9	investigation	investigation	NOUN
fis-5347	28	10	on	on	ADP
fis-5347	28	11	the	the	DET
fis-5347	28	12	bonding	bonding	NOUN
fis-5347	28	13	and	and	CCONJ
fis-5347	28	14	buckling	buckle	VERB
fis-5347	28	15	behavior	behavior	NOUN
fis-5347	28	16	of	of	ADP
fis-5347	28	17	gfrp	gfrp	PROPN
fis-5347	28	18	circular	circular	ADJ
fis-5347	28	19	column	column	NOUN
fis-5347	28	20	under	under	ADP
fis-5347	28	21	axial	axial	ADJ
fis-5347	28	22	compression	compression	NOUN
fis-5347	28	23	,	,	PUNCT
fis-5347	28	24	and	and	CCONJ
fis-5347	28	25	results	result	NOUN
fis-5347	28	26	showed	show	VERB
fis-5347	28	27	more	more	ADJ
fis-5347	28	28	performance	performance	NOUN
fis-5347	28	29	than	than	ADP
fis-5347	28	30	similar	similar	ADJ
fis-5347	28	31	conventional	conventional	ADJ
fis-5347	28	32	.	.	PUNCT
fis-5347	29	1	srinath	srinath	PROPN
fis-5347	29	2	et	et	PROPN
fis-5347	29	3	al	al	PROPN
fis-5347	29	4	.	.	PUNCT
fis-5347	30	1	[	[	X
fis-5347	30	2	8	8	NUM
fis-5347	30	3	]	]	PUNCT
fis-5347	30	4	studied	study	VERB
fis-5347	30	5	the	the	DET
fis-5347	30	6	bonding	bonding	NOUN
fis-5347	30	7	and	and	CCONJ
fis-5347	30	8	buckling	buckle	VERB
fis-5347	30	9	behavior	behavior	NOUN
fis-5347	30	10	of	of	ADP
fis-5347	30	11	gfrp	gfrp	PROPN
fis-5347	30	12	circular	circular	ADJ
fis-5347	30	13	columns	column	NOUN
fis-5347	30	14	under	under	ADP
fis-5347	30	15	axial	axial	ADJ
fis-5347	30	16	compression	compression	NOUN
fis-5347	30	17	.	.	PUNCT
fis-5347	31	1	hiba	hiba	PROPN
fis-5347	31	2	et	et	PROPN
fis-5347	31	3	al	al	PROPN
fis-5347	31	4	.	.	PUNCT
fis-5347	32	1	[	[	X
fis-5347	32	2	9	9	NUM
fis-5347	32	3	]	]	PUNCT
fis-5347	32	4	found	find	VERB
fis-5347	32	5	that	that	SCONJ
fis-5347	32	6	composite	composite	ADJ
fis-5347	32	7	columns	column	NOUN
fis-5347	32	8	with	with	ADP
fis-5347	32	9	encased	encased	ADJ
fis-5347	32	10	gfrp	gfrp	NOUN
fis-5347	33	1	i	i	PROPN
fis-5347	33	2	-	-	PUNCT
fis-5347	33	3	sections	section	NOUN
fis-5347	33	4	outperformed	outperform	VERB
fis-5347	33	5	traditional	traditional	ADJ
fis-5347	33	6	columns	column	NOUN
fis-5347	33	7	under	under	ADP
fis-5347	33	8	various	various	ADJ
fis-5347	33	9	loading	loading	NOUN
fis-5347	33	10	conditions	condition	NOUN
fis-5347	33	11	.	.	PUNCT
fis-5347	34	1	aydin	aydin	VERB
fis-5347	34	2	[	[	X
fis-5347	34	3	10	10	NUM
fis-5347	34	4	]	]	PUNCT
fis-5347	34	5	evaluated	evaluated	ADJ
fis-5347	34	6	gfrp	gfrp	PROPN
fis-5347	34	7	profile	profile	NOUN
fis-5347	34	8	strength	strength	NOUN
fis-5347	34	9	at	at	ADP
fis-5347	34	10	different	different	ADJ
fis-5347	34	11	temperatures	temperature	NOUN
fis-5347	34	12	,	,	PUNCT
fis-5347	34	13	reporting	report	VERB
fis-5347	34	14	that	that	SCONJ
fis-5347	34	15	tensile	tensile	NOUN
fis-5347	34	16	and	and	CCONJ
fis-5347	34	17	compressive	compressive	ADJ
fis-5347	34	18	strengths	strength	NOUN
fis-5347	34	19	decreased	decrease	VERB
fis-5347	34	20	by	by	ADP
fis-5347	34	21	28	28	NUM
fis-5347	34	22	%	%	NOUN
fis-5347	34	23	and	and	CCONJ
fis-5347	34	24	75	75	NUM
fis-5347	34	25	%	%	NOUN
fis-5347	34	26	,	,	PUNCT
fis-5347	34	27	respectively	respectively	ADV
fis-5347	34	28	,	,	PUNCT
fis-5347	34	29	at	at	ADP
fis-5347	34	30	100	100	NUM
fis-5347	34	31	°	°	NOUN
fis-5347	34	32	c	c	NOUN
fis-5347	34	33	compared	compare	VERB
fis-5347	34	34	to	to	ADP
fis-5347	34	35	ambient	ambient	ADJ
fis-5347	34	36	conditions	condition	NOUN
fis-5347	34	37	.	.	PUNCT
fis-5347	35	1	at	at	ADP
fis-5347	35	2	200	200	NUM
fis-5347	35	3	°	°	NOUN
fis-5347	35	4	c	c	NOUN
fis-5347	35	5	,	,	PUNCT
fis-5347	35	6	gfrp	gfrp	PROPN
fis-5347	35	7	lost	lose	VERB
fis-5347	35	8	approximately	approximately	ADV
fis-5347	35	9	50	50	NUM
fis-5347	35	10	%	%	NOUN
fis-5347	35	11	of	of	ADP
fis-5347	35	12	its	its	PRON
fis-5347	35	13	tensile	tensile	NOUN
fis-5347	35	14	strength	strength	NOUN
fis-5347	35	15	and	and	CCONJ
fis-5347	35	16	all	all	DET
fis-5347	35	17	its	its	PRON
fis-5347	35	18	compressive	compressive	ADJ
fis-5347	35	19	strength	strength	NOUN
fis-5347	35	20	due	due	ADP
fis-5347	35	21	to	to	ADP
fis-5347	35	22	the	the	DET
fis-5347	35	23	degradation	degradation	NOUN
fis-5347	35	24	and	and	CCONJ
fis-5347	35	25	softening	softening	NOUN
fis-5347	35	26	of	of	ADP
fis-5347	35	27	the	the	DET
fis-5347	35	28	polymer	polymer	NOUN
fis-5347	35	29	matrix	matrix	NOUN
fis-5347	35	30	within	within	ADP
fis-5347	35	31	the	the	DET
fis-5347	35	32	gfrp	gfrp	PROPN
fis-5347	35	33	components	component	NOUN
fis-5347	35	34	at	at	ADP
fis-5347	35	35	high	high	ADJ
fis-5347	35	36	temperatures	temperature	NOUN
fis-5347	35	37	,	,	PUNCT
fis-5347	35	38	resulting	result	VERB
fis-5347	35	39	in	in	ADP
fis-5347	35	40	reduced	reduced	ADJ
fis-5347	35	41	load	load	NOUN
fis-5347	35	42	carrying	carry	VERB
fis-5347	35	43	capacity	capacity	NOUN
fis-5347	35	44	.	.	PUNCT
fis-5347	36	1	in	in	ADP
fis-5347	36	2	addition	addition	NOUN
fis-5347	36	3	,	,	PUNCT
fis-5347	36	4	exposure	exposure	NOUN
fis-5347	36	5	to	to	ADP
fis-5347	36	6	fire	fire	NOUN
fis-5347	36	7	causes	cause	VERB
fis-5347	36	8	thermal	thermal	ADJ
fis-5347	36	9	expansion	expansion	NOUN
fis-5347	36	10	mismatches	mismatch	NOUN
fis-5347	36	11	between	between	ADP
fis-5347	36	12	the	the	DET
fis-5347	36	13	gfrp	gfrp	PROPN
fis-5347	36	14	and	and	CCONJ
fis-5347	36	15	concrete	concrete	ADJ
fis-5347	36	16	layers	layer	NOUN
fis-5347	36	17	,	,	PUNCT
fis-5347	36	18	inducing	induce	VERB
fis-5347	36	19	cracking	cracking	NOUN
fis-5347	36	20	and	and	CCONJ
fis-5347	36	21	delamination	delamination	NOUN
fis-5347	36	22	effects	effect	NOUN
fis-5347	36	23	,	,	PUNCT
fis-5347	36	24	which	which	PRON
fis-5347	36	25	further	far	ADV
fis-5347	36	26	reduce	reduce	VERB
fis-5347	36	27	structural	structural	ADJ
fis-5347	36	28	performance	performance	NOUN
fis-5347	36	29	.	.	PUNCT
fis-5347	37	1	gfrp	gfrp	PROPN
fis-5347	37	2	profiles	profile	NOUN
fis-5347	37	3	exhibit	exhibit	VERB
fis-5347	37	4	high	high	ADJ
fis-5347	37	5	sensitivity	sensitivity	NOUN
fis-5347	37	6	to	to	ADP
fis-5347	37	7	elevated	elevated	ADJ
fis-5347	37	8	temperatures	temperature	NOUN
fis-5347	37	9	but	but	CCONJ
fis-5347	37	10	remain	remain	VERB
fis-5347	37	11	stable	stable	ADJ
fis-5347	37	12	under	under	ADP
fis-5347	37	13	lower	low	ADJ
fis-5347	37	14	temperature	temperature	NOUN
fis-5347	37	15	conditions	condition	NOUN
fis-5347	37	16	.	.	PUNCT
fis-5347	38	1	therefore	therefore	ADV
fis-5347	38	2	,	,	PUNCT
fis-5347	38	3	fire	fire	NOUN
fis-5347	38	4	resistance	resistance	NOUN
fis-5347	38	5	must	must	AUX
fis-5347	38	6	be	be	AUX
fis-5347	38	7	carefully	carefully	ADV
fis-5347	38	8	considered	consider	VERB
fis-5347	38	9	when	when	SCONJ
fis-5347	38	10	using	use	VERB
fis-5347	38	11	gfrp	gfrp	PROPN
fis-5347	38	12	in	in	ADP
fis-5347	38	13	high	high	ADJ
fis-5347	38	14	-	-	PUNCT
fis-5347	38	15	temperature	temperature	NOUN
fis-5347	38	16	environments	environment	NOUN
fis-5347	38	17	.	.	PUNCT
fis-5347	39	1	this	this	DET
fis-5347	39	2	study	study	NOUN
fis-5347	39	3	investigates	investigate	VERB
fis-5347	39	4	the	the	DET
fis-5347	39	5	behavior	behavior	NOUN
fis-5347	39	6	of	of	ADP
fis-5347	39	7	composite	composite	ADJ
fis-5347	39	8	columns	column	NOUN
fis-5347	39	9	reinforced	reinforce	VERB
fis-5347	39	10	with	with	ADP
fis-5347	39	11	gfrp	gfrp	PROPN
fis-5347	39	12	i	i	PROPN
fis-5347	39	13	-	-	PUNCT
fis-5347	39	14	section	section	NOUN
fis-5347	39	15	subjected	subject	VERB
fis-5347	39	16	to	to	ADP
fis-5347	39	17	500	500	NUM
fis-5347	39	18	°	°	NOUN
fis-5347	39	19	c	c	NOUN
fis-5347	39	20	for	for	ADP
fis-5347	39	21	90	90	NUM
fis-5347	39	22	minutes	minute	NOUN
fis-5347	39	23	.	.	PUNCT
fis-5347	40	1	experimental	experimental	ADJ
fis-5347	40	2	,	,	PUNCT
fis-5347	40	3	theoretical	theoretical	ADJ
fis-5347	40	4	,	,	PUNCT
fis-5347	40	5	and	and	CCONJ
fis-5347	40	6	numerical	numerical	ADJ
fis-5347	40	7	analyses	analysis	NOUN
fis-5347	40	8	,	,	PUNCT
fis-5347	40	9	including	include	VERB
fis-5347	40	10	finite	finite	PROPN
fis-5347	40	11	element	element	NOUN
fis-5347	40	12	modeling	modeling	NOUN
fis-5347	40	13	,	,	PUNCT
fis-5347	40	14	are	be	AUX
fis-5347	40	15	conducted	conduct	VERB
fis-5347	40	16	to	to	PART
fis-5347	40	17	assess	assess	VERB
fis-5347	40	18	axial	axial	ADJ
fis-5347	40	19	load	load	NOUN
fis-5347	40	20	performance	performance	NOUN
fis-5347	40	21	.	.	PUNCT
fis-5347	41	1	a	a	DET
fis-5347	41	2	practical	practical	ADJ
fis-5347	41	3	design	design	NOUN
fis-5347	41	4	guideline	guideline	NOUN
fis-5347	41	5	for	for	ADP
fis-5347	41	6	optimizing	optimize	VERB
fis-5347	41	7	gfrp	gfrp	NOUN
fis-5347	41	8	-	-	PUNCT
fis-5347	41	9	reinforced	reinforce	VERB
fis-5347	41	10	composite	composite	ADJ
fis-5347	41	11	columns	column	NOUN
fis-5347	41	12	is	be	AUX
fis-5347	41	13	proposed	propose	VERB
fis-5347	41	14	to	to	PART
fis-5347	41	15	enhance	enhance	VERB
fis-5347	41	16	structural	structural	ADJ
fis-5347	41	17	efficiency	efficiency	NOUN
fis-5347	41	18	and	and	CCONJ
fis-5347	41	19	cost	cost	NOUN
fis-5347	41	20	-	-	PUNCT
fis-5347	41	21	effectiveness	effectiveness	NOUN
fis-5347	41	22	.	.	PUNCT
fis-5347	42	1	all	all	DET
fis-5347	42	2	specimens	specimen	NOUN
fis-5347	42	3	are	be	AUX
fis-5347	42	4	tested	test	VERB
fis-5347	42	5	under	under	ADP
fis-5347	42	6	axial	axial	ADJ
fis-5347	42	7	loading	loading	NOUN
fis-5347	42	8	,	,	PUNCT
fis-5347	42	9	with	with	ADP
fis-5347	42	10	load	load	NOUN
fis-5347	42	11	-	-	PUNCT
fis-5347	42	12	strain	strain	NOUN
fis-5347	42	13	behavior	behavior	NOUN
fis-5347	42	14	and	and	CCONJ
fis-5347	42	15	failure	failure	NOUN
fis-5347	42	16	modes	mode	NOUN
fis-5347	42	17	analyzed	analyze	VERB
fis-5347	42	18	to	to	PART
fis-5347	42	19	provide	provide	VERB
fis-5347	42	20	insights	insight	NOUN
fis-5347	42	21	into	into	ADP
fis-5347	42	22	the	the	DET
fis-5347	42	23	structural	structural	ADJ
fis-5347	42	24	performance	performance	NOUN
fis-5347	42	25	of	of	ADP
fis-5347	42	26	gfrp	gfrp	ADJ
fis-5347	42	27	-	-	PUNCT
fis-5347	42	28	concrete	concrete	ADJ
fis-5347	42	29	composite	composite	ADJ
fis-5347	42	30	columns	column	NOUN
fis-5347	42	31	.	.	PUNCT
fis-5347	43	1	experimental	experimental	ADJ
fis-5347	43	2	program	program	NOUN
fis-5347	43	3	he	he	PRON
fis-5347	43	4	experimental	experimental	ADJ
fis-5347	43	5	study	study	NOUN
fis-5347	43	6	of	of	ADP
fis-5347	43	7	this	this	DET
fis-5347	43	8	research	research	NOUN
fis-5347	43	9	is	be	AUX
fis-5347	43	10	based	base	VERB
fis-5347	43	11	on	on	ADP
fis-5347	43	12	testing	test	VERB
fis-5347	43	13	the	the	DET
fis-5347	43	14	behavior	behavior	NOUN
fis-5347	43	15	of	of	ADP
fis-5347	43	16	gfrp	gfrp	ADJ
fis-5347	43	17	-	-	PUNCT
fis-5347	43	18	concrete	concrete	ADJ
fis-5347	43	19	composite	composite	ADJ
fis-5347	43	20	columns	column	NOUN
fis-5347	43	21	under	under	ADP
fis-5347	43	22	axial	axial	ADJ
fis-5347	43	23	load	load	NOUN
fis-5347	43	24	.	.	PUNCT
fis-5347	44	1	the	the	DET
fis-5347	44	2	column	column	NOUN
fis-5347	44	3	samples	sample	NOUN
fis-5347	44	4	are	be	AUX
fis-5347	44	5	shown	show	VERB
fis-5347	44	6	schematically	schematically	NOUN
fis-5347	44	7	in	in	ADP
fis-5347	44	8	fig	fig	NOUN
fis-5347	44	9	.	.	PUNCT
fis-5347	45	1	1	1	NUM
fis-5347	45	2	,	,	PUNCT
fis-5347	45	3	and	and	CCONJ
fis-5347	45	4	they	they	PRON
fis-5347	45	5	consist	consist	VERB
fis-5347	45	6	of	of	ADP
fis-5347	45	7	the	the	DET
fis-5347	45	8	following	following	NOUN
fis-5347	45	9	:	:	PUNCT
fis-5347	45	10	test	test	NOUN
fis-5347	45	11	parameters	parameter	NOUN
fis-5347	45	12	and	and	CCONJ
fis-5347	45	13	specimen	speciman	NOUN
fis-5347	45	14	details	detail	VERB
fis-5347	45	15	two	two	NUM
fis-5347	45	16	main	main	ADJ
fis-5347	45	17	parameters	parameter	NOUN
fis-5347	45	18	are	be	AUX
fis-5347	45	19	considered	consider	VERB
fis-5347	45	20	:	:	PUNCT
fis-5347	45	21	the	the	DET
fis-5347	45	22	effect	effect	NOUN
fis-5347	45	23	of	of	ADP
fis-5347	45	24	gfrp	gfrp	PROPN
fis-5347	45	25	i	i	PROPN
fis-5347	45	26	-	-	PUNCT
fis-5347	45	27	section	section	NOUN
fis-5347	45	28	on	on	ADP
fis-5347	45	29	the	the	DET
fis-5347	45	30	behavior	behavior	NOUN
fis-5347	45	31	of	of	ADP
fis-5347	45	32	rc	rc	PROPN
fis-5347	45	33	composite	composite	ADJ
fis-5347	45	34	columns	column	NOUN
fis-5347	45	35	and	and	CCONJ
fis-5347	45	36	the	the	DET
fis-5347	45	37	effect	effect	NOUN
fis-5347	45	38	of	of	ADP
fis-5347	45	39	fire	fire	NOUN
fis-5347	45	40	.	.	PUNCT
fis-5347	46	1	the	the	DET
fis-5347	46	2	concrete	concrete	ADJ
fis-5347	46	3	dimensions	dimension	NOUN
fis-5347	46	4	and	and	CCONJ
fis-5347	46	5	reinforcement	reinforcement	NOUN
fis-5347	46	6	details	detail	NOUN
fis-5347	46	7	of	of	ADP
fis-5347	46	8	the	the	DET
fis-5347	46	9	tested	test	VERB
fis-5347	46	10	columns	column	NOUN
fis-5347	46	11	are	be	AUX
fis-5347	46	12	given	give	VERB
fis-5347	46	13	in	in	ADP
fis-5347	46	14	tab	tab	NOUN
fis-5347	46	15	.	.	PUNCT
fis-5347	46	16	1	1	NUM
fis-5347	46	17	and	and	CCONJ
fis-5347	46	18	fig	fig	NOUN
fis-5347	46	19	.	.	PUNCT
fis-5347	47	1	1	1	X
fis-5347	47	2	.	.	X
fis-5347	47	3	a	a	DET
fis-5347	47	4	total	total	NOUN
fis-5347	47	5	of	of	ADP
fis-5347	47	6	four	four	NUM
fis-5347	47	7	specimens	specimen	NOUN
fis-5347	47	8	were	be	AUX
fis-5347	47	9	fabricated	fabricate	VERB
fis-5347	47	10	and	and	CCONJ
fis-5347	47	11	tested	test	VERB
fis-5347	47	12	in	in	ADP
fis-5347	47	13	this	this	DET
fis-5347	47	14	experimental	experimental	ADJ
fis-5347	47	15	study	study	NOUN
fis-5347	47	16	.	.	PUNCT
fis-5347	48	1	all	all	DET
fis-5347	48	2	tested	test	VERB
fis-5347	48	3	columns	column	NOUN
fis-5347	48	4	had	have	VERB
fis-5347	48	5	an	an	DET
fis-5347	48	6	overall	overall	ADJ
fis-5347	48	7	height	height	NOUN
fis-5347	48	8	of	of	ADP
fis-5347	48	9	1540	1540	NUM
fis-5347	48	10	mm	mm	NOUN
fis-5347	48	11	and	and	CCONJ
fis-5347	48	12	a	a	DET
fis-5347	48	13	cross	cross	NOUN
fis-5347	48	14	section	section	NOUN
fis-5347	48	15	of	of	ADP
fis-5347	48	16	160	160	NUM
fis-5347	48	17	mm	mm	NOUN
fis-5347	48	18	x160	x160	PROPN
fis-5347	48	19	mm	mm	INTJ
fis-5347	48	20	.	.	PUNCT
fis-5347	49	1	they	they	PRON
fis-5347	49	2	were	be	AUX
fis-5347	49	3	reinforced	reinforce	VERB
fis-5347	49	4	with	with	ADP
fis-5347	49	5	longitudinal	longitudinal	ADJ
fis-5347	49	6	four	four	NUM
fis-5347	49	7	steel	steel	NOUN
fis-5347	49	8	bars	bar	NOUN
fis-5347	49	9	of	of	ADP
fis-5347	49	10	10	10	NUM
fis-5347	49	11	mm	mm	NOUN
fis-5347	49	12	diameter	diameter	NOUN
fis-5347	49	13	and	and	CCONJ
fis-5347	49	14	steel	steel	NOUN
fis-5347	49	15	transverse	transverse	NOUN
fis-5347	49	16	stirrups	stirrup	NOUN
fis-5347	49	17	of	of	ADP
fis-5347	49	18	8	8	NUM
fis-5347	49	19	mm	mm	NOUN
fis-5347	49	20	diameter	diameter	NOUN
fis-5347	49	21	at	at	ADP
fis-5347	49	22	100	100	NUM
fis-5347	49	23	mm	mm	NOUN
fis-5347	49	24	spacing	spacing	NOUN
fis-5347	49	25	.	.	PUNCT
fis-5347	50	1	the	the	DET
fis-5347	50	2	gfrp	gfrp	PROPN
fis-5347	50	3	i	i	PROPN
fis-5347	50	4	-	-	PUNCT
fis-5347	50	5	section	section	NOUN
fis-5347	50	6	had	have	VERB
fis-5347	50	7	a	a	DET
fis-5347	50	8	total	total	ADJ
fis-5347	50	9	height	height	NOUN
fis-5347	50	10	of	of	ADP
fis-5347	50	11	100	100	NUM
fis-5347	50	12	mm	mm	NOUN
fis-5347	50	13	,	,	PUNCT
fis-5347	50	14	a	a	DET
fis-5347	50	15	flange	flange	NOUN
fis-5347	50	16	width	width	NOUN
fis-5347	50	17	of	of	ADP
fis-5347	50	18	80	80	NUM
fis-5347	50	19	mm	mm	NOUN
fis-5347	50	20	and	and	CCONJ
fis-5347	50	21	a	a	DET
fis-5347	50	22	web	web	NOUN
fis-5347	50	23	and	and	CCONJ
fis-5347	50	24	flange	flange	NOUN
fis-5347	50	25	thickness	thickness	NOUN
fis-5347	50	26	of	of	ADP
fis-5347	50	27	5.5	5.5	NUM
fis-5347	50	28	mm	mm	NOUN
fis-5347	50	29	positioned	position	VERB
fis-5347	50	30	centrally	centrally	ADV
fis-5347	50	31	within	within	ADP
fis-5347	50	32	the	the	DET
fis-5347	50	33	rc	rc	PROPN
fis-5347	50	34	composite	composite	ADJ
fis-5347	50	35	columns	column	NOUN
fis-5347	50	36	.	.	PUNCT
fis-5347	51	1	all	all	PRON
fis-5347	51	2	of	of	ADP
fis-5347	51	3	the	the	DET
fis-5347	51	4	specimens	specimen	NOUN
fis-5347	51	5	had	have	VERB
fis-5347	51	6	the	the	DET
fis-5347	51	7	same	same	ADJ
fis-5347	51	8	concrete	concrete	ADJ
fis-5347	51	9	cover	cover	NOUN
fis-5347	51	10	of	of	ADP
fis-5347	51	11	15	15	NUM
fis-5347	51	12	mm	mm	NOUN
fis-5347	51	13	.	.	PUNCT
fis-5347	52	1	specimens	specimens	PROPN
fis-5347	52	2	code	code	PROPN
fis-5347	52	3	dim	dim	PROPN
fis-5347	52	4	.	.	PUNCT
fis-5347	53	1	(	(	PUNCT
fis-5347	53	2	mm	mm	X
fis-5347	53	3	)	)	PUNCT
fis-5347	53	4	steel	steel	NOUN
fis-5347	53	5	fire	fire	NOUN
fis-5347	53	6	gfrp	gfrp	PROPN
fis-5347	53	7	i	i	PRON
fis-5347	53	8	-sec	-sec	PROPN
fis-5347	53	9	notes	note	VERB
fis-5347	53	10	h	h	PROPN
fis-5347	53	11	b	b	PROPN
fis-5347	53	12	longitudinal	longitudinal	ADJ
fis-5347	53	13	stirrups	stirrup	NOUN
fis-5347	53	14	rcc	rcc	VERB
fis-5347	53	15	1540	1540	NUM
fis-5347	53	16	160	160	NUM
fis-5347	53	17	4r10	4r10	PROPN
fis-5347	53	18	r8@100	r8@100	PROPN
fis-5347	53	19	/	/	SYM
fis-5347	53	20	mm	mm	PROPN
fis-5347	53	21	------reference	------reference	NOUN
fis-5347	53	22	for	for	ADP
fis-5347	53	23	(	(	PUNCT
fis-5347	53	24	rccgi	rccgi	PROPN
fis-5347	53	25	-	-	PUNCT
fis-5347	53	26	c	c	PROPN
fis-5347	53	27	&	&	CCONJ
fis-5347	53	28	rcc	rcc	PROPN
fis-5347	53	29	-	-	PROPN
fis-5347	53	30	f	f	PROPN
fis-5347	53	31	)	)	PUNCT
fis-5347	53	32	rccgi	rccgi	PROPN
fis-5347	53	33	-	-	PUNCT
fis-5347	53	34	c	c	PROPN
fis-5347	53	35	1540	1540	NUM
fis-5347	53	36	160	160	NUM
fis-5347	53	37	4r10	4r10	PROPN
fis-5347	53	38	r8@100	r8@100	PROPN
fis-5347	53	39	/	/	SYM
fis-5347	53	40	mm	mm	PROPN
fis-5347	53	41	---in	---in	NOUN
fis-5347	53	42	center	center	NOUN
fis-5347	53	43	as	as	ADP
fis-5347	53	44	comparison	comparison	NOUN
fis-5347	53	45	for	for	ADP
fis-5347	53	46	(	(	PUNCT
fis-5347	53	47	rcc	rcc	PROPN
fis-5347	53	48	)	)	PUNCT
fis-5347	53	49	the	the	DET
fis-5347	53	50	reference	reference	NOUN
fis-5347	53	51	for	for	ADP
fis-5347	53	52	(	(	PUNCT
fis-5347	53	53	rccgi	rccgi	PROPN
fis-5347	53	54	-	-	PUNCT
fis-5347	53	55	c	c	PROPN
fis-5347	53	56	-	-	PUNCT
fis-5347	53	57	f	f	NOUN
fis-5347	53	58	)	)	PUNCT
fis-5347	53	59	rcc	rcc	PROPN
fis-5347	53	60	-	-	PUNCT
fis-5347	53	61	f	f	PROPN
fis-5347	53	62	1540	1540	NUM
fis-5347	53	63	160	160	NUM
fis-5347	53	64	4r10	4r10	PROPN
fis-5347	53	65	r8@100	r8@100	PROPN
fis-5347	53	66	/	/	SYM
fis-5347	53	67	mm	mm	PROPN
fis-5347	53	68	fire	fire	NOUN
fis-5347	53	69	---as	---as	DET
fis-5347	53	70	comparison	comparison	NOUN
fis-5347	53	71	for	for	ADP
fis-5347	53	72	(	(	PUNCT
fis-5347	53	73	rcc	rcc	PROPN
fis-5347	53	74	)	)	PUNCT
fis-5347	53	75	rccgi	rccgi	PROPN
fis-5347	53	76	-	-	PUNCT
fis-5347	53	77	c	c	PROPN
fis-5347	53	78	-	-	PUNCT
fis-5347	53	79	f	f	NOUN
fis-5347	53	80	1540	1540	NUM
fis-5347	53	81	160	160	NUM
fis-5347	53	82	4r10	4r10	PROPN
fis-5347	53	83	r8@100	r8@100	PROPN
fis-5347	53	84	/	/	SYM
fis-5347	53	85	mm	mm	PROPN
fis-5347	53	86	fire	fire	NOUN
fis-5347	53	87	in	in	ADP
fis-5347	53	88	center	center	NOUN
fis-5347	53	89	as	as	ADP
fis-5347	53	90	comparison	comparison	NOUN
fis-5347	53	91	for	for	ADP
fis-5347	53	92	(	(	PUNCT
fis-5347	53	93	rccgi	rccgi	PROPN
fis-5347	53	94	-	-	PUNCT
fis-5347	53	95	c	c	NOUN
fis-5347	53	96	)	)	PUNCT
fis-5347	53	97	note	note	NOUN
fis-5347	53	98	that	that	SCONJ
fis-5347	53	99	:	:	PUNCT
fis-5347	53	100	rcc	rcc	PROPN
fis-5347	53	101	:	:	PUNCT
fis-5347	53	102	the	the	DET
fis-5347	53	103	tested	test	VERB
fis-5347	53	104	conventional	conventional	ADJ
fis-5347	53	105	reinforced	reinforce	VERB
fis-5347	53	106	concrete	concrete	ADJ
fis-5347	53	107	column	column	NOUN
fis-5347	53	108	,	,	PUNCT
fis-5347	53	109	gi	gi	INTJ
fis-5347	53	110	:	:	PUNCT
fis-5347	53	111	the	the	DET
fis-5347	53	112	grpr	grpr	NOUN
fis-5347	53	113	i	i	NOUN
fis-5347	53	114	-	-	PUNCT
fis-5347	53	115	section	section	NOUN
fis-5347	53	116	c	c	NOUN
fis-5347	53	117	:	:	PUNCT
fis-5347	53	118	center	center	NOUN
fis-5347	53	119	position	position	NOUN
fis-5347	53	120	f	f	X
fis-5347	53	121	:	:	PUNCT
fis-5347	53	122	fire	fire	NOUN
fis-5347	53	123	table	table	NOUN
fis-5347	53	124	1	1	NUM
fis-5347	53	125	:	:	PUNCT
fis-5347	53	126	designations	designation	NOUN
fis-5347	53	127	of	of	ADP
fis-5347	53	128	tested	test	VERB
fis-5347	53	129	columns	column	NOUN
fis-5347	53	130	.	.	PUNCT
fis-5347	54	1	t	t	PROPN
fis-5347	54	2	m.	m.	NOUN
fis-5347	54	3	a.	a.	PROPN
fis-5347	54	4	m.	m.	PROPN
fis-5347	54	5	khalil	khalil	PROPN
fis-5347	54	6	,	,	PUNCT
fis-5347	54	7	fracture	fracture	PROPN
fis-5347	54	8	and	and	CCONJ
fis-5347	54	9	structural	structural	ADJ
fis-5347	54	10	integrity	integrity	NOUN
fis-5347	54	11	,	,	PUNCT
fis-5347	54	12	72	72	NUM
fis-5347	54	13	(	(	PUNCT
fis-5347	54	14	2025	2025	NUM
fis-5347	54	15	)	)	PUNCT
fis-5347	54	16	263	263	NUM
fis-5347	54	17	-	-	SYM
fis-5347	54	18	279	279	NUM
fis-5347	54	19	;	;	PUNCT
fis-5347	54	20	doi	doi	NOUN
fis-5347	54	21	:	:	PUNCT
fis-5347	54	22	10.3221	10.3221	NUM
fis-5347	54	23	/	/	SYM
fis-5347	54	24	igf	igf	PROPN
fis-5347	54	25	-	-	PUNCT
fis-5347	54	26	esis.72.19	esis.72.19	PROPN
fis-5347	54	27	265	265	NUM
fis-5347	54	28	a	a	PRON
fis-5347	54	29	)	)	PUNCT
fis-5347	54	30	rcc	rcc	PROPN
fis-5347	54	31	and	and	CCONJ
fis-5347	54	32	rcc	rcc	PROPN
fis-5347	54	33	-	-	PROPN
fis-5347	54	34	f	f	PROPN
fis-5347	54	35	b	b	PROPN
fis-5347	54	36	)	)	PUNCT
fis-5347	54	37	rccgi	rccgi	PROPN
fis-5347	54	38	-	-	PUNCT
fis-5347	54	39	c	c	PROPN
fis-5347	54	40	and	and	CCONJ
fis-5347	54	41	rccgi	rccgi	PROPN
fis-5347	54	42	-	-	PUNCT
fis-5347	54	43	c	c	PROPN
fis-5347	54	44	-	-	PUNCT
fis-5347	54	45	f	f	NOUN
fis-5347	54	46	figure	figure	NOUN
fis-5347	54	47	1	1	NUM
fis-5347	54	48	:	:	PUNCT
fis-5347	54	49	specimens	specimen	VERB
fis-5347	54	50	details	detail	NOUN
fis-5347	54	51	of	of	ADP
fis-5347	54	52	tested	test	VERB
fis-5347	54	53	column	column	NOUN
fis-5347	54	54	(	(	PUNCT
fis-5347	54	55	mm	mm	NOUN
fis-5347	54	56	)	)	PUNCT
fis-5347	54	57	.	.	PUNCT
fis-5347	55	1	material	material	NOUN
fis-5347	55	2	properties	property	NOUN
fis-5347	55	3	the	the	DET
fis-5347	55	4	concrete	concrete	NOUN
fis-5347	55	5	used	use	VERB
fis-5347	55	6	was	be	AUX
fis-5347	55	7	cement	cement	NOUN
fis-5347	55	8	(	(	PUNCT
fis-5347	55	9	sina	sina	PROPN
fis-5347	55	10	cement	cement	NOUN
fis-5347	55	11	company	company	NOUN
fis-5347	55	12	)	)	PUNCT
fis-5347	55	13	(	(	PUNCT
fis-5347	55	14	450	450	NUM
fis-5347	55	15	kg	kg	NOUN
fis-5347	55	16	/	/	SYM
fis-5347	55	17	m3	m3	PROPN
fis-5347	55	18	)	)	PUNCT
fis-5347	55	19	,	,	PUNCT
fis-5347	55	20	natural	natural	ADJ
fis-5347	55	21	siliceous	siliceous	ADJ
fis-5347	55	22	sand	sand	NOUN
fis-5347	55	23	,	,	PUNCT
fis-5347	55	24	crushed	crush	VERB
fis-5347	55	25	dolomite	dolomite	ADJ
fis-5347	55	26	coarse	coarse	NOUN
fis-5347	55	27	aggregate	aggregate	NOUN
fis-5347	55	28	of	of	ADP
fis-5347	55	29	maximum	maximum	ADJ
fis-5347	55	30	size	size	NOUN
fis-5347	55	31	12.5	12.5	NUM
fis-5347	55	32	mm	mm	NOUN
fis-5347	55	33	and	and	CCONJ
fis-5347	55	34	super	super	ADJ
fis-5347	55	35	plasticizer	plasticizer	NOUN
fis-5347	55	36	’s	’s	PART
fis-5347	55	37	(	(	PUNCT
fis-5347	55	38	addicrete	addicrete	PROPN
fis-5347	55	39	bvs	bvs	PROPN
fis-5347	55	40	type	type	NOUN
fis-5347	55	41	g	g	NOUN
fis-5347	55	42	)	)	PUNCT
fis-5347	55	43	2	2	NUM
fis-5347	55	44	%	%	NOUN
fis-5347	55	45	from	from	ADP
fis-5347	55	46	the	the	DET
fis-5347	55	47	weight	weight	NOUN
fis-5347	55	48	of	of	ADP
fis-5347	55	49	the	the	DET
fis-5347	55	50	cement	cement	NOUN
fis-5347	55	51	.	.	PUNCT
fis-5347	56	1	the	the	DET
fis-5347	56	2	target	target	NOUN
fis-5347	56	3	mean	mean	NOUN
fis-5347	56	4	strength	strength	NOUN
fis-5347	56	5	was	be	AUX
fis-5347	56	6	45	45	NUM
fis-5347	56	7	mpa	mpa	NOUN
fis-5347	56	8	.	.	PUNCT
fis-5347	57	1	the	the	DET
fis-5347	57	2	mix	mix	NOUN
fis-5347	57	3	had	have	VERB
fis-5347	57	4	a	a	DET
fis-5347	57	5	water	water	NOUN
fis-5347	57	6	-	-	PUNCT
fis-5347	57	7	cement	cement	NOUN
fis-5347	57	8	(	(	PUNCT
fis-5347	57	9	w	w	NOUN
fis-5347	57	10	/	/	SYM
fis-5347	57	11	c	c	NOUN
fis-5347	57	12	)	)	PUNCT
fis-5347	57	13	ratio	ratio	NOUN
fis-5347	57	14	of	of	ADP
fis-5347	57	15	0.37	0.37	NUM
fis-5347	57	16	,	,	PUNCT
fis-5347	57	17	cement	cement	NOUN
fis-5347	57	18	content	content	NOUN
fis-5347	57	19	of	of	ADP
fis-5347	57	20	500	500	NUM
fis-5347	57	21	kg	kg	NOUN
fis-5347	57	22	/	/	SYM
fis-5347	57	23	m3	m3	PROPN
fis-5347	57	24	,	,	PUNCT
fis-5347	57	25	fine	fine	ADJ
fis-5347	57	26	aggregate	aggregate	ADJ
fis-5347	57	27	content	content	NOUN
fis-5347	57	28	of	of	ADP
fis-5347	57	29	628	628	NUM
fis-5347	57	30	kg	kg	NOUN
fis-5347	57	31	/	/	SYM
fis-5347	57	32	m3	m3	PROPN
fis-5347	57	33	,	,	PUNCT
fis-5347	57	34	coarse	coarse	ADJ
fis-5347	57	35	aggregate	aggregate	NOUN
fis-5347	57	36	content	content	NOUN
fis-5347	57	37	of	of	ADP
fis-5347	57	38	1144	1144	NUM
fis-5347	57	39	kg	kg	PROPN
fis-5347	57	40	/	/	SYM
fis-5347	57	41	m3	m3	PROPN
fis-5347	57	42	,	,	PUNCT
fis-5347	57	43	and	and	CCONJ
fis-5347	57	44	superplasticizer	superplasticizer	NOUN
fis-5347	57	45	content	content	NOUN
fis-5347	57	46	of	of	ADP
fis-5347	57	47	10	10	NUM
fis-5347	57	48	kg	kg	NOUN
fis-5347	57	49	/	/	SYM
fis-5347	57	50	m3	m3	PROPN
fis-5347	57	51	.	.	PUNCT
fis-5347	58	1	nine	nine	NUM
fis-5347	58	2	standard	standard	ADJ
fis-5347	58	3	cubes	cube	NOUN
fis-5347	58	4	with	with	ADP
fis-5347	58	5	dimensions	dimension	NOUN
fis-5347	58	6	150	150	NUM
fis-5347	58	7	mm	mm	NOUN
fis-5347	58	8	x	x	SYM
fis-5347	58	9	150	150	NUM
fis-5347	58	10	mm	mm	NOUN
fis-5347	58	11	x	x	SYM
fis-5347	58	12	150	150	NUM
fis-5347	58	13	mm	mm	NOUN
fis-5347	58	14	were	be	AUX
fis-5347	58	15	cast	cast	VERB
fis-5347	58	16	to	to	PART
fis-5347	58	17	perform	perform	VERB
fis-5347	58	18	concrete	concrete	ADJ
fis-5347	58	19	quality	quality	NOUN
fis-5347	58	20	control	control	NOUN
fis-5347	58	21	.	.	PUNCT
fis-5347	59	1	the	the	DET
fis-5347	59	2	cubes	cube	NOUN
fis-5347	59	3	were	be	AUX
fis-5347	59	4	immersed	immerse	VERB
fis-5347	59	5	in	in	ADP
fis-5347	59	6	water	water	NOUN
fis-5347	59	7	until	until	ADP
fis-5347	59	8	the	the	DET
fis-5347	59	9	day	day	NOUN
fis-5347	59	10	of	of	ADP
fis-5347	59	11	testing	testing	NOUN
fis-5347	59	12	.	.	PUNCT
fis-5347	60	1	the	the	DET
fis-5347	60	2	35	35	NUM
fis-5347	60	3	-	-	PUNCT
fis-5347	60	4	day	day	NOUN
fis-5347	60	5	strength	strength	NOUN
fis-5347	60	6	achieved	achieve	VERB
fis-5347	60	7	was	be	AUX
fis-5347	60	8	the	the	DET
fis-5347	60	9	average	average	ADJ
fis-5347	60	10	compressive	compressive	ADJ
fis-5347	60	11	strength	strength	NOUN
fis-5347	60	12	of	of	ADP
fis-5347	60	13	46	46	NUM
fis-5347	60	14	mpa	mpa	NOUN
fis-5347	60	15	at	at	ADP
fis-5347	60	16	the	the	DET
fis-5347	60	17	test	test	NOUN
fis-5347	60	18	day	day	NOUN
fis-5347	60	19	.	.	PUNCT
fis-5347	61	1	the	the	DET
fis-5347	61	2	yield	yield	NOUN
fis-5347	61	3	strength	strength	NOUN
fis-5347	61	4	and	and	CCONJ
fis-5347	61	5	ultimate	ultimate	ADJ
fis-5347	61	6	strength	strength	NOUN
fis-5347	61	7	of	of	ADP
fis-5347	61	8	smooth	smooth	ADJ
fis-5347	61	9	steel	steel	NOUN
fis-5347	61	10	bars	bar	NOUN
fis-5347	61	11	were	be	AUX
fis-5347	61	12	316	316	NUM
fis-5347	61	13	mpa	mpa	NOUN
fis-5347	61	14	and	and	CCONJ
fis-5347	61	15	431	431	NUM
fis-5347	61	16	mpa	mpa	NOUN
fis-5347	61	17	for	for	ADP
fis-5347	61	18	8	8	NUM
fis-5347	61	19	mm	mm	PROPN
fis-5347	61	20	stirrups	stirrup	NOUN
fis-5347	61	21	bars	bar	NOUN
fis-5347	61	22	,	,	PUNCT
fis-5347	61	23	and	and	CCONJ
fis-5347	61	24	470	470	NUM
fis-5347	61	25	mpa	mpa	NOUN
fis-5347	61	26	and	and	CCONJ
fis-5347	61	27	636	636	NUM
fis-5347	61	28	mpa	mpa	NOUN
fis-5347	61	29	for	for	ADP
fis-5347	61	30	10	10	NUM
fis-5347	61	31	mm	mm	NOUN
fis-5347	61	32	respectively	respectively	ADV
fis-5347	61	33	.	.	PUNCT
fis-5347	62	1	the	the	DET
fis-5347	62	2	results	result	NOUN
fis-5347	62	3	of	of	ADP
fis-5347	62	4	steel	steel	NOUN
fis-5347	62	5	bars	bar	NOUN
fis-5347	62	6	are	be	AUX
fis-5347	62	7	summarized	summarize	VERB
fis-5347	62	8	in	in	ADP
fis-5347	62	9	tab	tab	NOUN
fis-5347	62	10	.	.	PUNCT
fis-5347	63	1	2	2	NUM
fis-5347	63	2	.	.	X
fis-5347	64	1	no	no	INTJ
fis-5347	64	2	.	.	NOUN
fis-5347	65	1	of	of	ADP
fis-5347	65	2	samples	sample	NOUN
fis-5347	65	3	length	length	NOUN
fis-5347	65	4	(	(	PUNCT
fis-5347	65	5	mm	mm	NOUN
fis-5347	65	6	)	)	PUNCT
fis-5347	65	7	diameter	diameter	NOUN
fis-5347	65	8	.	.	PUNCT
fis-5347	66	1	(	(	PUNCT
fis-5347	66	2	mm	mm	NOUN
fis-5347	66	3	)	)	PUNCT
fis-5347	66	4	tensile	tensile	NOUN
fis-5347	66	5	strength	strength	NOUN
fis-5347	66	6	(	(	PUNCT
fis-5347	66	7	mpa	mpa	NOUN
fis-5347	66	8	)	)	PUNCT
fis-5347	66	9	elongation	elongation	NOUN
fis-5347	66	10	(	(	PUNCT
fis-5347	66	11	%	%	NOUN
fis-5347	66	12	)	)	PUNCT
fis-5347	66	13	specification	specification	NOUN
fis-5347	66	14	elongation	elongation	NOUN
fis-5347	66	15	nominal	nominal	ADJ
fis-5347	66	16	actual	actual	ADJ
fis-5347	66	17	yf	yf	NOUN
fis-5347	66	18	uf	uf	NOUN
fis-5347	66	19	5	5	NUM
fis-5347	66	20	500	500	NUM
fis-5347	66	21	8	8	NUM
fis-5347	66	22	8.15	8.15	NUM
fis-5347	66	23	304	304	NUM
fis-5347	66	24	415	415	NUM
fis-5347	66	25	61	61	NUM
fis-5347	66	26	≥20	≥20	NOUN
fis-5347	66	27	%	%	NOUN
fis-5347	66	28	5	5	NUM
fis-5347	66	29	500	500	NUM
fis-5347	66	30	10	10	NUM
fis-5347	66	31	10.12	10.12	NUM
fis-5347	66	32	470	470	NUM
fis-5347	66	33	636	636	NUM
fis-5347	66	34	32	32	NUM
fis-5347	66	35	≥16	≥16	NOUN
fis-5347	66	36	%	%	NOUN
fis-5347	66	37	table	table	NOUN
fis-5347	66	38	2	2	NUM
fis-5347	66	39	:	:	PUNCT
fis-5347	66	40	results	result	NOUN
fis-5347	66	41	of	of	ADP
fis-5347	66	42	steel	steel	NOUN
fis-5347	66	43	bars	bar	NOUN
fis-5347	66	44	properties	property	NOUN
fis-5347	66	45	.	.	PUNCT
fis-5347	67	1	the	the	DET
fis-5347	67	2	mechanical	mechanical	ADJ
fis-5347	67	3	properties	property	NOUN
fis-5347	67	4	of	of	ADP
fis-5347	67	5	the	the	DET
fis-5347	67	6	used	use	VERB
fis-5347	67	7	gfrp	gfrp	PROPN
fis-5347	67	8	i	i	PROPN
fis-5347	67	9	-	-	PUNCT
fis-5347	67	10	section	section	NOUN
fis-5347	67	11	are	be	AUX
fis-5347	67	12	shown	show	VERB
fis-5347	67	13	in	in	ADP
fis-5347	67	14	tab	tab	NOUN
fis-5347	67	15	.	.	PUNCT
fis-5347	67	16	3	3	NUM
fis-5347	67	17	according	accord	VERB
fis-5347	67	18	to	to	ADP
fis-5347	67	19	manufacturer	manufacturer	NOUN
fis-5347	67	20	's	's	PART
fis-5347	67	21	date	date	NOUN
fis-5347	68	1	[	[	X
fis-5347	68	2	11	11	NUM
fis-5347	68	3	]	]	PUNCT
fis-5347	68	4	obtained	obtain	VERB
fis-5347	68	5	from	from	ADP
fis-5347	68	6	standard	standard	ADJ
fis-5347	68	7	tests	test	NOUN
fis-5347	68	8	,	,	PUNCT
fis-5347	68	9	the	the	DET
fis-5347	68	10	tensile	tensile	NOUN
fis-5347	68	11	strength	strength	NOUN
fis-5347	68	12	of	of	ADP
fis-5347	68	13	gfrp	gfrp	PROPN
fis-5347	68	14	i	i	PROPN
fis-5347	68	15	-	-	PUNCT
fis-5347	68	16	section	section	NOUN
fis-5347	68	17	was	be	AUX
fis-5347	68	18	336	336	NUM
fis-5347	68	19	mpa	mpa	NOUN
fis-5347	68	20	,	,	PUNCT
fis-5347	68	21	and	and	CCONJ
fis-5347	68	22	tensile	tensile	NOUN
fis-5347	68	23	modulus	modulus	NOUN
fis-5347	68	24	of	of	ADP
fis-5347	68	25	elasticity	elasticity	NOUN
fis-5347	68	26	35300	35300	NUM
fis-5347	68	27	mpa	mpa	NOUN
fis-5347	68	28	.	.	PUNCT
fis-5347	69	1	no	no	INTJ
fis-5347	69	2	.	.	PUNCT
fis-5347	70	1	item	item	NOUN
fis-5347	70	2	data	datum	NOUN
fis-5347	70	3	1	1	NUM
fis-5347	70	4	specific	specific	ADJ
fis-5347	70	5	gravity	gravity	NOUN
fis-5347	70	6	1.85	1.85	NUM
fis-5347	70	7	g	g	NOUN
fis-5347	70	8	/	/	SYM
fis-5347	70	9	cm3	cm3	NOUN
fis-5347	70	10	2	2	NUM
fis-5347	70	11	tensile	tensile	NOUN
fis-5347	70	12	strength	strength	NOUN
fis-5347	70	13	336	336	NUM
fis-5347	70	14	mpa	mpa	NOUN
fis-5347	70	15	3	3	NUM
fis-5347	70	16	tensile	tensile	NOUN
fis-5347	70	17	modulus	modulus	ADJ
fis-5347	70	18	35300	35300	NUM
fis-5347	70	19	mpa	mpa	NOUN
fis-5347	70	20	4	4	NUM
fis-5347	70	21	flexural	flexural	ADJ
fis-5347	70	22	strength	strength	NOUN
fis-5347	70	23	334	334	NUM
fis-5347	70	24	mpa	mpa	PROPN
fis-5347	70	25	5	5	NUM
fis-5347	70	26	flexural	flexural	ADJ
fis-5347	70	27	modulus	modulus	NOUN
fis-5347	70	28	73000	73000	NUM
fis-5347	70	29	mpa	mpa	PROPN
fis-5347	70	30	6	6	NUM
fis-5347	70	31	compressive	compressive	ADJ
fis-5347	70	32	strength	strength	NOUN
fis-5347	70	33	327	327	NUM
fis-5347	70	34	mpa	mpa	NOUN
fis-5347	70	35	7	7	NUM
fis-5347	70	36	impact	impact	NOUN
fis-5347	70	37	strength	strength	NOUN
fis-5347	70	38	2385	2385	NUM
fis-5347	70	39	j	j	PROPN
fis-5347	70	40	/	/	SYM
fis-5347	70	41	m	m	VERB
fis-5347	70	42	8	8	NUM
fis-5347	70	43	hardness	hardness	NOUN
fis-5347	70	44	52	52	NUM
fis-5347	70	45	hrc	hrc	NOUN
fis-5347	70	46	9	9	NUM
fis-5347	70	47	water	water	NOUN
fis-5347	70	48	-	-	PUNCT
fis-5347	70	49	absorption	absorption	NOUN
fis-5347	70	50	rate	rate	NOUN
fis-5347	70	51	1.39	1.39	NUM
fis-5347	70	52	%	%	NOUN
fis-5347	70	53	table	table	NOUN
fis-5347	70	54	3	3	NUM
fis-5347	70	55	:	:	PUNCT
fis-5347	70	56	gfrp	gfrp	PROPN
fis-5347	70	57	i	i	PROPN
fis-5347	70	58	-	-	PUNCT
fis-5347	70	59	section	section	NOUN
fis-5347	70	60	properties	property	NOUN
fis-5347	70	61	.	.	PUNCT
fis-5347	71	1	test	test	NOUN
fis-5347	71	2	setup	setup	NOUN
fis-5347	71	3	and	and	CCONJ
fis-5347	71	4	instrumentation	instrumentation	NOUN
fis-5347	71	5	the	the	DET
fis-5347	71	6	test	test	NOUN
fis-5347	71	7	setup	setup	NOUN
fis-5347	71	8	of	of	ADP
fis-5347	71	9	axial	axial	ADJ
fis-5347	71	10	compressive	compressive	ADJ
fis-5347	71	11	loading	loading	NOUN
fis-5347	71	12	for	for	ADP
fis-5347	71	13	the	the	DET
fis-5347	71	14	tested	test	VERB
fis-5347	71	15	columns	column	NOUN
fis-5347	71	16	is	be	AUX
fis-5347	71	17	presented	present	VERB
fis-5347	71	18	in	in	ADP
fis-5347	71	19	fig	fig	NOUN
fis-5347	71	20	.	.	PUNCT
fis-5347	72	1	2	2	X
fis-5347	72	2	.	.	X
fis-5347	72	3	the	the	DET
fis-5347	72	4	test	test	NOUN
fis-5347	72	5	columns	column	NOUN
fis-5347	72	6	were	be	AUX
fis-5347	72	7	simply	simply	ADV
fis-5347	72	8	supported	support	VERB
fis-5347	72	9	by	by	ADP
fis-5347	72	10	steel	steel	NOUN
fis-5347	72	11	plates	plate	NOUN
fis-5347	72	12	at	at	ADP
fis-5347	72	13	two	two	NUM
fis-5347	72	14	ends	end	NOUN
fis-5347	72	15	.	.	PUNCT
fis-5347	73	1	the	the	DET
fis-5347	73	2	column	column	NOUN
fis-5347	73	3	specimens	specimen	NOUN
fis-5347	73	4	were	be	AUX
fis-5347	73	5	tested	test	VERB
fis-5347	73	6	using	use	VERB
fis-5347	73	7	the	the	DET
fis-5347	73	8	test	test	NOUN
fis-5347	73	9	frame	frame	NOUN
fis-5347	73	10	as	as	SCONJ
fis-5347	73	11	shown	show	VERB
fis-5347	73	12	in	in	ADP
fis-5347	73	13	fig	fig	NOUN
fis-5347	73	14	.	.	PUNCT
fis-5347	74	1	2	2	NUM
fis-5347	74	2	was	be	AUX
fis-5347	74	3	fixed	fix	VERB
fis-5347	74	4	to	to	ADP
fis-5347	74	5	the	the	DET
fis-5347	74	6	strong	strong	ADJ
fis-5347	74	7	solid	solid	ADJ
fis-5347	74	8	floor	floor	NOUN
fis-5347	74	9	of	of	ADP
fis-5347	74	10	the	the	DET
fis-5347	74	11	rc	rc	PROPN
fis-5347	74	12	laboratory	laboratory	NOUN
fis-5347	74	13	at	at	ADP
fis-5347	74	14	the	the	DET
fis-5347	74	15	faculty	faculty	NOUN
fis-5347	74	16	of	of	ADP
fis-5347	74	17	engineering	engineering	NOUN
fis-5347	74	18	of	of	ADP
fis-5347	74	19	helwan	helwan	PROPN
fis-5347	74	20	university	university	PROPN
fis-5347	74	21	.	.	PUNCT
fis-5347	75	1	the	the	DET
fis-5347	75	2	supporting	support	VERB
fis-5347	75	3	setup	setup	NOUN
fis-5347	75	4	consisted	consist	VERB
fis-5347	75	5	of	of	ADP
fis-5347	75	6	a	a	DET
fis-5347	75	7	horizontal	horizontal	ADJ
fis-5347	75	8	frame	frame	NOUN
fis-5347	75	9	made	make	VERB
fis-5347	75	10	of	of	ADP
fis-5347	75	11	four	four	NUM
fis-5347	75	12	steel	steel	NOUN
fis-5347	75	13	i	i	NOUN
fis-5347	75	14	-	-	PUNCT
fis-5347	75	15	beams	beam	NOUN
fis-5347	75	16	,	,	PUNCT
fis-5347	75	17	supported	support	VERB
fis-5347	75	18	by	by	ADP
fis-5347	75	19	four	four	NUM
fis-5347	75	20	vertical	vertical	ADJ
fis-5347	75	21	steel	steel	NOUN
fis-5347	75	22	i	i	NOUN
fis-5347	75	23	-	-	PUNCT
fis-5347	75	24	beam	beam	NOUN
fis-5347	75	25	legs	leg	NOUN
fis-5347	75	26	installed	instal	VERB
fis-5347	75	27	on	on	ADP
fis-5347	75	28	the	the	DET
fis-5347	75	29	strong	strong	ADJ
fis-5347	75	30	solid	solid	ADJ
fis-5347	75	31	floor	floor	NOUN
fis-5347	75	32	.	.	PUNCT
fis-5347	76	1	the	the	DET
fis-5347	76	2	tested	test	VERB
fis-5347	76	3	columns	column	NOUN
fis-5347	76	4	were	be	AUX
fis-5347	76	5	rested	rest	VERB
fis-5347	76	6	on	on	ADP
fis-5347	76	7	the	the	DET
fis-5347	76	8	frame	frame	NOUN
fis-5347	76	9	.	.	PUNCT
fis-5347	77	1	loading	loading	NOUN
fis-5347	77	2	was	be	AUX
fis-5347	77	3	achieved	achieve	VERB
fis-5347	77	4	by	by	ADP
fis-5347	77	5	using	use	VERB
fis-5347	77	6	a	a	DET
fis-5347	77	7	1250	1250	NUM
fis-5347	77	8	kn	kn	PROPN
fis-5347	77	9	capacity	capacity	NOUN
fis-5347	77	10	cell	cell	NOUN
fis-5347	77	11	,	,	PUNCT
fis-5347	77	12	which	which	PRON
fis-5347	77	13	transferred	transfer	VERB
fis-5347	77	14	the	the	DET
fis-5347	77	15	axial	axial	ADJ
fis-5347	77	16	load	load	NOUN
fis-5347	77	17	to	to	ADP
fis-5347	77	18	a	a	DET
fis-5347	77	19	steel	steel	NOUN
fis-5347	77	20	plate	plate	NOUN
fis-5347	77	21	with	with	ADP
fis-5347	77	22	high	high	ADJ
fis-5347	77	23	rigidity	rigidity	NOUN
fis-5347	77	24	at	at	ADP
fis-5347	77	25	the	the	DET
fis-5347	77	26	top	top	NOUN
fis-5347	77	27	of	of	ADP
fis-5347	77	28	the	the	DET
fis-5347	77	29	columns	column	NOUN
fis-5347	77	30	,	,	PUNCT
fis-5347	77	31	set	set	VERB
fis-5347	77	32	up	up	ADP
fis-5347	77	33	as	as	SCONJ
fis-5347	77	34	shown	show	VERB
fis-5347	77	35	in	in	ADP
fis-5347	77	36	fig	fig	NOUN
fis-5347	77	37	.	.	PUNCT
fis-5347	78	1	2	2	X
fis-5347	78	2	.	.	X
fis-5347	78	3	the	the	DET
fis-5347	78	4	load	load	NOUN
fis-5347	78	5	was	be	AUX
fis-5347	78	6	measured	measure	VERB
fis-5347	78	7	by	by	ADP
fis-5347	78	8	a	a	DET
fis-5347	78	9	1250	1250	NUM
fis-5347	78	10	kn	kn	PROPN
fis-5347	78	11	capacity	capacity	NOUN
fis-5347	78	12	load	load	NOUN
fis-5347	78	13	cell	cell	NOUN
fis-5347	78	14	,	,	PUNCT
fis-5347	78	15	which	which	PRON
fis-5347	78	16	was	be	AUX
fis-5347	78	17	connected	connect	VERB
fis-5347	78	18	to	to	ADP
fis-5347	78	19	a	a	DET
fis-5347	78	20	digital	digital	ADJ
fis-5347	78	21	display	display	NOUN
fis-5347	78	22	unit	unit	NOUN
fis-5347	78	23	.	.	PUNCT
fis-5347	79	1	the	the	DET
fis-5347	79	2	horizontal	horizontal	ADJ
fis-5347	79	3	sway	sway	NOUN
fis-5347	79	4	and	and	CCONJ
fis-5347	79	5	vertical	vertical	ADJ
fis-5347	79	6	displacement	displacement	NOUN
fis-5347	79	7	at	at	ADP
fis-5347	79	8	the	the	DET
fis-5347	79	9	points	point	NOUN
fis-5347	79	10	shown	show	VERB
fis-5347	79	11	in	in	ADP
fis-5347	79	12	fig	fig	NOUN
fis-5347	79	13	.	.	PUNCT
fis-5347	80	1	3a	3a	NUM
fis-5347	80	2	were	be	AUX
fis-5347	80	3	measured	measure	VERB
fis-5347	80	4	using	use	VERB
fis-5347	80	5	two	two	NUM
fis-5347	80	6	linear	linear	ADJ
fis-5347	80	7	variable	variable	ADJ
fis-5347	80	8	differential	differential	NOUN
fis-5347	80	9	transducers	transducer	NOUN
fis-5347	80	10	(	(	PUNCT
fis-5347	80	11	lvdts	lvdts	NOUN
fis-5347	80	12	)	)	PUNCT
fis-5347	80	13	and	and	CCONJ
fis-5347	80	14	two	two	NUM
fis-5347	80	15	dial	dial	NOUN
fis-5347	80	16	gauges	gauge	NOUN
fis-5347	80	17	(	(	PUNCT
fis-5347	80	18	dgs	dgs	NOUN
fis-5347	80	19	)	)	PUNCT
fis-5347	80	20	with	with	ADP
fis-5347	80	21	an	an	DET
fis-5347	80	22	accuracy	accuracy	NOUN
fis-5347	80	23	of	of	ADP
fis-5347	80	24	0.01	0.01	NUM
fis-5347	80	25	mm	mm	NOUN
fis-5347	80	26	.	.	PUNCT
fis-5347	81	1	the	the	DET
fis-5347	81	2	(	(	PUNCT
fis-5347	81	3	lvdts	lvdts	NOUN
fis-5347	81	4	)	)	PUNCT
fis-5347	81	5	and	and	CCONJ
fis-5347	81	6	(	(	PUNCT
fis-5347	81	7	dgs	dgs	NOUN
fis-5347	81	8	)	)	PUNCT
fis-5347	81	9	were	be	AUX
fis-5347	81	10	placed	place	VERB
fis-5347	81	11	on	on	ADP
fis-5347	81	12	the	the	DET
fis-5347	81	13	side	side	NOUN
fis-5347	81	14	and	and	CCONJ
fis-5347	81	15	top	top	ADJ
fis-5347	81	16	surface	surface	NOUN
fis-5347	81	17	of	of	ADP
fis-5347	81	18	the	the	DET
fis-5347	81	19	columns	column	NOUN
fis-5347	81	20	as	as	SCONJ
fis-5347	81	21	shown	show	VERB
fis-5347	81	22	in	in	ADP
fis-5347	81	23	fig	fig	NOUN
fis-5347	81	24	.	.	PUNCT
fis-5347	82	1	3b	3b	NUM
fis-5347	82	2	.	.	PUNCT
fis-5347	83	1	four	four	NUM
fis-5347	83	2	electrical	electrical	ADJ
fis-5347	83	3	strain	strain	NOUN
fis-5347	83	4	gauges	gauge	NOUN
fis-5347	83	5	were	be	AUX
fis-5347	83	6	used	use	VERB
fis-5347	83	7	to	to	PART
fis-5347	83	8	measure	measure	VERB
fis-5347	83	9	the	the	DET
fis-5347	83	10	strain	strain	NOUN
fis-5347	83	11	in	in	ADP
fis-5347	83	12	the	the	DET
fis-5347	83	13	steel	steel	NOUN
fis-5347	83	14	bars	bar	NOUN
fis-5347	83	15	and	and	CCONJ
fis-5347	83	16	gfrp	gfrp	PROPN
fis-5347	83	17	i	i	PROPN
fis-5347	83	18	-	-	PUNCT
fis-5347	83	19	section	section	NOUN
fis-5347	83	20	at	at	ADP
fis-5347	83	21	the	the	DET
fis-5347	83	22	maximum	maximum	ADJ
fis-5347	83	23	tensile	tensile	NOUN
fis-5347	83	24	point	point	NOUN
fis-5347	83	25	of	of	ADP
fis-5347	83	26	m.	m.	NOUN
fis-5347	83	27	a.	a.	PROPN
fis-5347	83	28	m.	m.	PROPN
fis-5347	83	29	khalil	khalil	PROPN
fis-5347	83	30	,	,	PUNCT
fis-5347	83	31	fracture	fracture	PROPN
fis-5347	83	32	and	and	CCONJ
fis-5347	83	33	structural	structural	ADJ
fis-5347	83	34	integrity	integrity	NOUN
fis-5347	83	35	,	,	PUNCT
fis-5347	83	36	72	72	NUM
fis-5347	83	37	(	(	PUNCT
fis-5347	83	38	2025	2025	NUM
fis-5347	83	39	)	)	PUNCT
fis-5347	83	40	263	263	NUM
fis-5347	83	41	-	-	SYM
fis-5347	83	42	279	279	NUM
fis-5347	83	43	;	;	PUNCT
fis-5347	83	44	doi	doi	NOUN
fis-5347	83	45	:	:	PUNCT
fis-5347	83	46	10.3221	10.3221	NUM
fis-5347	83	47	/	/	SYM
fis-5347	83	48	igf	igf	PROPN
fis-5347	83	49	-	-	PUNCT
fis-5347	83	50	esis.72.19	esis.72.19	PROPN
fis-5347	83	51	266	266	NUM
fis-5347	83	52	the	the	DET
fis-5347	83	53	steel	steel	NOUN
fis-5347	83	54	bars	bar	NOUN
fis-5347	83	55	and	and	CCONJ
fis-5347	83	56	gfrp	gfrp	PROPN
fis-5347	83	57	i	i	PROPN
fis-5347	83	58	-	-	PUNCT
fis-5347	83	59	section	section	NOUN
fis-5347	83	60	as	as	SCONJ
fis-5347	83	61	shown	show	VERB
fis-5347	83	62	in	in	ADP
fis-5347	83	63	fig	fig	NOUN
fis-5347	83	64	.	.	PUNCT
fis-5347	84	1	4	4	X
fis-5347	84	2	.	.	X
fis-5347	84	3	this	this	DET
fis-5347	84	4	measurement	measurement	NOUN
fis-5347	84	5	location	location	NOUN
fis-5347	84	6	was	be	AUX
fis-5347	84	7	maintained	maintain	VERB
fis-5347	84	8	for	for	ADP
fis-5347	84	9	all	all	DET
fis-5347	84	10	tested	test	VERB
fis-5347	84	11	columns	column	NOUN
fis-5347	84	12	.	.	PUNCT
fis-5347	85	1	a)position	a)position	NOUN
fis-5347	85	2	b	b	X
fis-5347	85	3	)	)	PUNCT
fis-5347	85	4	arrangement	arrangement	NOUN
fis-5347	85	5	figure	figure	NOUN
fis-5347	85	6	2	2	NUM
fis-5347	85	7	:	:	PUNCT
fis-5347	85	8	axial	axial	ADJ
fis-5347	85	9	load	load	NOUN
fis-5347	85	10	that	that	PRON
fis-5347	85	11	transfer	transfer	VERB
fis-5347	85	12	from	from	ADP
fis-5347	85	13	load	load	NOUN
fis-5347	85	14	cell	cell	NOUN
fis-5347	85	15	to	to	ADP
fis-5347	85	16	columns	column	NOUN
fis-5347	85	17	.	.	PUNCT
fis-5347	86	1	figure	figure	VERB
fis-5347	86	2	3	3	NUM
fis-5347	86	3	:	:	PUNCT
fis-5347	86	4	dial	dial	NOUN
fis-5347	86	5	gauges	gauge	NOUN
fis-5347	86	6	and	and	CCONJ
fis-5347	86	7	lvdts	lvdts	NOUN
fis-5347	86	8	.	.	PUNCT
fis-5347	87	1	a	a	PRON
fis-5347	87	2	)	)	PUNCT
fis-5347	87	3	conventional	conventional	ADJ
fis-5347	87	4	column	column	NOUN
fis-5347	87	5	b	b	X
fis-5347	87	6	)	)	PUNCT
fis-5347	87	7	composite	composite	ADJ
fis-5347	87	8	columns	column	NOUN
fis-5347	87	9	figure	figure	VERB
fis-5347	87	10	4	4	NUM
fis-5347	87	11	:	:	PUNCT
fis-5347	87	12	test	test	NOUN
fis-5347	87	13	setup	setup	PROPN
fis-5347	87	14	lvdt	lvdt	PROPN
fis-5347	87	15	,	,	PUNCT
fis-5347	87	16	dg	dg	NOUN
fis-5347	87	17	and	and	CCONJ
fis-5347	87	18	strain	strain	VERB
fis-5347	87	19	gauges	gauge	NOUN
fis-5347	87	20	of	of	ADP
fis-5347	87	21	columns	column	NOUN
fis-5347	87	22	(	(	PUNCT
fis-5347	87	23	mm	mm	NOUN
fis-5347	87	24	)	)	PUNCT
fis-5347	87	25	.	.	PUNCT
fis-5347	88	1	procedure	procedure	NOUN
fis-5347	88	2	for	for	ADP
fis-5347	88	3	firing	fire	VERB
fis-5347	88	4	the	the	DET
fis-5347	88	5	rc	rc	PROPN
fis-5347	88	6	column	column	NOUN
fis-5347	88	7	specimens	specimen	NOUN
fis-5347	88	8	were	be	AUX
fis-5347	88	9	placed	place	VERB
fis-5347	88	10	in	in	ADP
fis-5347	88	11	a	a	DET
fis-5347	88	12	circular	circular	ADJ
fis-5347	88	13	steel	steel	NOUN
fis-5347	88	14	frame	frame	NOUN
fis-5347	88	15	with	with	ADP
fis-5347	88	16	side	side	NOUN
fis-5347	88	17	holes	hole	NOUN
fis-5347	88	18	through	through	ADP
fis-5347	88	19	which	which	PRON
fis-5347	88	20	the	the	DET
fis-5347	88	21	fire	fire	NOUN
fis-5347	88	22	was	be	AUX
fis-5347	88	23	ignited	ignite	VERB
fis-5347	88	24	.	.	PUNCT
fis-5347	89	1	the	the	DET
fis-5347	89	2	specimens	specimen	NOUN
fis-5347	89	3	were	be	AUX
fis-5347	89	4	exposed	expose	VERB
fis-5347	89	5	to	to	ADP
fis-5347	89	6	a	a	DET
fis-5347	89	7	fire	fire	NOUN
fis-5347	89	8	at	at	ADP
fis-5347	89	9	500	500	NUM
fis-5347	89	10	°	°	ADP
fis-5347	89	11	c	c	NOUN
fis-5347	89	12	for	for	ADP
fis-5347	89	13	90	90	NUM
fis-5347	89	14	-	-	PUNCT
fis-5347	89	15	minutes	minute	NOUN
fis-5347	89	16	as	as	SCONJ
fis-5347	89	17	shown	show	VERB
fis-5347	89	18	in	in	ADP
fis-5347	89	19	fig	fig	NOUN
fis-5347	89	20	.	.	PUNCT
fis-5347	90	1	5	5	NUM
fis-5347	90	2	.	.	X
fis-5347	90	3	after	after	ADP
fis-5347	90	4	exposure	exposure	NOUN
fis-5347	90	5	,	,	PUNCT
fis-5347	90	6	the	the	DET
fis-5347	90	7	rc	rc	PROPN
fis-5347	90	8	columns	column	NOUN
fis-5347	90	9	were	be	AUX
fis-5347	90	10	allowed	allow	VERB
fis-5347	90	11	to	to	PART
fis-5347	90	12	cool	cool	VERB
fis-5347	90	13	at	at	ADP
fis-5347	90	14	room	room	NOUN
fis-5347	90	15	temperature	temperature	NOUN
fis-5347	90	16	for	for	ADP
fis-5347	90	17	more	more	ADJ
fis-5347	90	18	than	than	ADP
fis-5347	90	19	4	4	NUM
fis-5347	90	20	hours	hour	NOUN
fis-5347	90	21	before	before	ADP
fis-5347	90	22	being	be	AUX
fis-5347	90	23	loaded	load	VERB
fis-5347	90	24	to	to	ADP
fis-5347	90	25	failure	failure	NOUN
fis-5347	90	26	.	.	PUNCT
fis-5347	91	1	a	a	DET
fis-5347	91	2	wired	wire	VERB
fis-5347	91	3	digital	digital	ADJ
fis-5347	91	4	reader	reader	NOUN
fis-5347	91	5	with	with	ADP
fis-5347	91	6	thermal	thermal	ADJ
fis-5347	91	7	sensor	sensor	NOUN
fis-5347	91	8	was	be	AUX
fis-5347	91	9	used	use	VERB
fis-5347	91	10	to	to	PART
fis-5347	91	11	stabilize	stabilize	VERB
fis-5347	91	12	the	the	DET
fis-5347	91	13	temperature	temperature	NOUN
fis-5347	91	14	at	at	ADP
fis-5347	91	15	500	500	NUM
fis-5347	91	16	°	°	ADP
fis-5347	91	17	c	c	NOUN
fis-5347	91	18	for	for	ADP
fis-5347	91	19	90	90	NUM
fis-5347	91	20	-	-	PUNCT
fis-5347	91	21	minutes	minute	NOUN
fis-5347	91	22	duration	duration	NOUN
fis-5347	91	23	.	.	PUNCT
fis-5347	92	1	m.	m.	NOUN
fis-5347	92	2	a.	a.	PROPN
fis-5347	92	3	m.	m.	PROPN
fis-5347	92	4	khalil	khalil	PROPN
fis-5347	92	5	,	,	PUNCT
fis-5347	92	6	fracture	fracture	PROPN
fis-5347	92	7	and	and	CCONJ
fis-5347	92	8	structural	structural	ADJ
fis-5347	92	9	integrity	integrity	NOUN
fis-5347	92	10	,	,	PUNCT
fis-5347	92	11	72	72	NUM
fis-5347	92	12	(	(	PUNCT
fis-5347	92	13	2025	2025	NUM
fis-5347	92	14	)	)	PUNCT
fis-5347	92	15	263	263	NUM
fis-5347	92	16	-	-	SYM
fis-5347	92	17	279	279	NUM
fis-5347	92	18	;	;	PUNCT
fis-5347	92	19	doi	doi	NOUN
fis-5347	92	20	:	:	PUNCT
fis-5347	92	21	10.3221	10.3221	NUM
fis-5347	92	22	/	/	SYM
fis-5347	92	23	igf	igf	PROPN
fis-5347	92	24	-	-	PUNCT
fis-5347	92	25	esis.72.19	esis.72.19	PROPN
fis-5347	92	26	267	267	NUM
fis-5347	92	27	a	a	X
fis-5347	92	28	)	)	PUNCT
fis-5347	92	29	during	during	ADP
fis-5347	92	30	the	the	DET
fis-5347	92	31	fire	fire	NOUN
fis-5347	92	32	b	b	NOUN
fis-5347	92	33	)	)	PUNCT
fis-5347	92	34	after	after	ADP
fis-5347	92	35	the	the	DET
fis-5347	92	36	fire	fire	NOUN
fis-5347	92	37	figure	figure	NOUN
fis-5347	92	38	5	5	NUM
fis-5347	92	39	:	:	PUNCT
fis-5347	92	40	specimens	specimen	NOUN
fis-5347	92	41	during	during	ADP
fis-5347	92	42	the	the	DET
fis-5347	92	43	fire	fire	NOUN
fis-5347	92	44	.	.	PUNCT
fis-5347	93	1	results	result	NOUN
fis-5347	93	2	and	and	CCONJ
fis-5347	93	3	discussion	discussion	NOUN
fis-5347	93	4	failure	failure	NOUN
fis-5347	93	5	modes	mode	NOUN
fis-5347	93	6	of	of	ADP
fis-5347	93	7	columns	column	NOUN
fis-5347	93	8	he	he	PRON
fis-5347	93	9	failure	failure	NOUN
fis-5347	93	10	modes	mode	NOUN
fis-5347	93	11	of	of	ADP
fis-5347	93	12	the	the	DET
fis-5347	93	13	columns	column	NOUN
fis-5347	93	14	of	of	ADP
fis-5347	93	15	all	all	DET
fis-5347	93	16	tested	test	VERB
fis-5347	93	17	specimens	specimen	NOUN
fis-5347	93	18	are	be	AUX
fis-5347	93	19	clearly	clearly	ADV
fis-5347	93	20	shown	show	VERB
fis-5347	93	21	in	in	ADP
fis-5347	93	22	fig	fig	NOUN
fis-5347	93	23	.	.	PUNCT
fis-5347	94	1	6	6	NUM
fis-5347	94	2	.	.	X
fis-5347	94	3	all	all	DET
fis-5347	94	4	the	the	DET
fis-5347	94	5	tested	test	VERB
fis-5347	94	6	specimens	specimen	NOUN
fis-5347	94	7	exhibited	exhibit	VERB
fis-5347	94	8	concrete	concrete	ADJ
fis-5347	94	9	compression	compression	NOUN
fis-5347	94	10	failure	failure	NOUN
fis-5347	94	11	under	under	ADP
fis-5347	94	12	axial	axial	ADJ
fis-5347	94	13	load	load	NOUN
fis-5347	94	14	and	and	CCONJ
fis-5347	94	15	splitting	splitting	NOUN
fis-5347	94	16	of	of	ADP
fis-5347	94	17	the	the	DET
fis-5347	94	18	reinforcing	reinforce	VERB
fis-5347	94	19	steel	steel	NOUN
fis-5347	94	20	bars	bar	NOUN
fis-5347	94	21	,	,	PUNCT
fis-5347	94	22	which	which	PRON
fis-5347	94	23	occurred	occur	VERB
fis-5347	94	24	after	after	ADP
fis-5347	94	25	the	the	DET
fis-5347	94	26	concrete	concrete	NOUN
fis-5347	94	27	,	,	PUNCT
fis-5347	94	28	reached	reach	VERB
fis-5347	94	29	its	its	PRON
fis-5347	94	30	ultimate	ultimate	ADJ
fis-5347	94	31	stress	stress	NOUN
fis-5347	94	32	value	value	NOUN
fis-5347	94	33	.	.	PUNCT
fis-5347	95	1	in	in	ADP
fis-5347	95	2	addition	addition	NOUN
fis-5347	95	3	,	,	PUNCT
fis-5347	95	4	collapse	collapse	NOUN
fis-5347	95	5	occurred	occur	VERB
fis-5347	95	6	in	in	ADP
fis-5347	95	7	gfrp	gfrp	PROPN
fis-5347	95	8	i	i	PROPN
fis-5347	95	9	-	-	PUNCT
fis-5347	95	10	section	section	NOUN
fis-5347	95	11	flanges	flange	NOUN
fis-5347	95	12	of	of	ADP
fis-5347	95	13	the	the	DET
fis-5347	95	14	tested	test	VERB
fis-5347	95	15	rc	rc	PROPN
fis-5347	95	16	composite	composite	ADJ
fis-5347	95	17	column	column	NOUN
fis-5347	95	18	,	,	PUNCT
fis-5347	95	19	as	as	SCONJ
fis-5347	95	20	shown	show	VERB
fis-5347	95	21	in	in	ADP
fis-5347	95	22	fig	fig	NOUN
fis-5347	95	23	.	.	PUNCT
fis-5347	96	1	6b	6b	NOUN
fis-5347	96	2	.	.	PUNCT
fis-5347	97	1	the	the	DET
fis-5347	97	2	concrete	concrete	NOUN
fis-5347	97	3	failed	fail	VERB
fis-5347	97	4	at	at	ADP
fis-5347	97	5	the	the	DET
fis-5347	97	6	mid	mid	ADJ
fis-5347	97	7	height	height	NOUN
fis-5347	97	8	of	of	ADP
fis-5347	97	9	the	the	DET
fis-5347	97	10	column	column	NOUN
fis-5347	97	11	due	due	ADP
fis-5347	97	12	to	to	ADP
fis-5347	97	13	deterioration	deterioration	NOUN
fis-5347	97	14	in	in	ADP
fis-5347	97	15	the	the	DET
fis-5347	97	16	polymers	polymer	NOUN
fis-5347	97	17	when	when	SCONJ
fis-5347	97	18	exposed	expose	VERB
fis-5347	97	19	to	to	ADP
fis-5347	97	20	fire	fire	NOUN
fis-5347	97	21	.	.	PUNCT
fis-5347	98	1	this	this	PRON
fis-5347	98	2	was	be	AUX
fis-5347	98	3	caused	cause	VERB
fis-5347	98	4	by	by	ADP
fis-5347	98	5	the	the	DET
fis-5347	98	6	flammability	flammability	NOUN
fis-5347	98	7	of	of	ADP
fis-5347	98	8	the	the	DET
fis-5347	98	9	organic	organic	ADJ
fis-5347	98	10	resin	resin	NOUN
fis-5347	98	11	matrix	matrix	NOUN
fis-5347	98	12	used	use	VERB
fis-5347	98	13	in	in	ADP
fis-5347	98	14	the	the	DET
fis-5347	98	15	gfrp	gfrp	PROPN
fis-5347	98	16	i	i	PROPN
fis-5347	98	17	-	-	PUNCT
fis-5347	98	18	section	section	NOUN
fis-5347	98	19	components	component	NOUN
fis-5347	98	20	,	,	PUNCT
fis-5347	98	21	leading	lead	VERB
fis-5347	98	22	to	to	ADP
fis-5347	98	23	significant	significant	ADJ
fis-5347	98	24	weakening	weakening	NOUN
fis-5347	98	25	,	,	PUNCT
fis-5347	98	26	as	as	SCONJ
fis-5347	98	27	observed	observe	VERB
fis-5347	98	28	in	in	ADP
fis-5347	98	29	the	the	DET
fis-5347	98	30	fire	fire	NOUN
fis-5347	98	31	-	-	PUNCT
fis-5347	98	32	exposed	expose	VERB
fis-5347	98	33	rc	rc	NOUN
fis-5347	98	34	composite	composite	ADJ
fis-5347	98	35	column	column	NOUN
fis-5347	98	36	in	in	ADP
fis-5347	98	37	fig	fig	NOUN
fis-5347	98	38	.	.	PUNCT
fis-5347	99	1	6d	6d	NUM
fis-5347	99	2	.	.	PUNCT
fis-5347	100	1	a	a	DET
fis-5347	100	2	)	)	PUNCT
fis-5347	100	3	rcc	rcc	PROPN
fis-5347	100	4	t	t	PROPN
fis-5347	100	5	m.	m.	PROPN
fis-5347	100	6	a.	a.	PROPN
fis-5347	100	7	m.	m.	PROPN
fis-5347	100	8	khalil	khalil	PROPN
fis-5347	100	9	,	,	PUNCT
fis-5347	100	10	fracture	fracture	PROPN
fis-5347	100	11	and	and	CCONJ
fis-5347	100	12	structural	structural	ADJ
fis-5347	100	13	integrity	integrity	NOUN
fis-5347	100	14	,	,	PUNCT
fis-5347	100	15	72	72	NUM
fis-5347	100	16	(	(	PUNCT
fis-5347	100	17	2025	2025	NUM
fis-5347	100	18	)	)	PUNCT
fis-5347	100	19	263	263	NUM
fis-5347	100	20	-	-	SYM
fis-5347	100	21	279	279	NUM
fis-5347	100	22	;	;	PUNCT
fis-5347	100	23	doi	doi	NOUN
fis-5347	100	24	:	:	PUNCT
fis-5347	100	25	10.3221	10.3221	NUM
fis-5347	100	26	/	/	SYM
fis-5347	100	27	igf	igf	PROPN
fis-5347	100	28	-	-	PUNCT
fis-5347	100	29	esis.72.19	esis.72.19	PROPN
fis-5347	100	30	268	268	NUM
fis-5347	100	31	b	b	NOUN
fis-5347	100	32	)	)	PUNCT
fis-5347	100	33	rccgi	rccgi	PROPN
fis-5347	100	34	-	-	PUNCT
fis-5347	100	35	c	c	NOUN
fis-5347	100	36	c	c	NOUN
fis-5347	100	37	)	)	PUNCT
fis-5347	100	38	rcc	rcc	PROPN
fis-5347	100	39	-	-	PUNCT
fis-5347	100	40	f	f	PROPN
fis-5347	100	41	d	d	PROPN
fis-5347	100	42	)	)	PUNCT
fis-5347	100	43	rccgi	rccgi	PROPN
fis-5347	100	44	-	-	PUNCT
fis-5347	100	45	c	c	PROPN
fis-5347	100	46	-	-	PUNCT
fis-5347	100	47	f	f	NOUN
fis-5347	100	48	figure	figure	NOUN
fis-5347	100	49	6	6	NUM
fis-5347	100	50	:	:	PUNCT
fis-5347	100	51	failure	failure	NOUN
fis-5347	100	52	modes	mode	NOUN
fis-5347	100	53	of	of	ADP
fis-5347	100	54	tested	test	VERB
fis-5347	100	55	columns	column	NOUN
fis-5347	100	56	.	.	PUNCT
fis-5347	101	1	m.	m.	NOUN
fis-5347	101	2	a.	a.	PROPN
fis-5347	101	3	m.	m.	PROPN
fis-5347	101	4	khalil	khalil	PROPN
fis-5347	101	5	,	,	PUNCT
fis-5347	101	6	fracture	fracture	PROPN
fis-5347	101	7	and	and	CCONJ
fis-5347	101	8	structural	structural	ADJ
fis-5347	101	9	integrity	integrity	NOUN
fis-5347	101	10	,	,	PUNCT
fis-5347	101	11	72	72	NUM
fis-5347	101	12	(	(	PUNCT
fis-5347	101	13	2025	2025	NUM
fis-5347	101	14	)	)	PUNCT
fis-5347	101	15	263	263	NUM
fis-5347	101	16	-	-	SYM
fis-5347	101	17	279	279	NUM
fis-5347	101	18	;	;	PUNCT
fis-5347	101	19	doi	doi	NOUN
fis-5347	101	20	:	:	PUNCT
fis-5347	101	21	10.3221	10.3221	NUM
fis-5347	101	22	/	/	SYM
fis-5347	101	23	igf	igf	PROPN
fis-5347	101	24	-	-	PUNCT
fis-5347	101	25	esis.72.19	esis.72.19	PROPN
fis-5347	101	26	269	269	NUM
fis-5347	101	27	cracking	cracking	NOUN
fis-5347	101	28	of	of	ADP
fis-5347	101	29	the	the	DET
fis-5347	101	30	columns	column	NOUN
fis-5347	101	31	started	start	VERB
fis-5347	101	32	the	the	DET
fis-5347	101	33	applied	apply	VERB
fis-5347	101	34	loads	load	NOUN
fis-5347	101	35	reached	reach	VERB
fis-5347	101	36	more	more	ADJ
fis-5347	101	37	than	than	ADP
fis-5347	101	38	83	83	NUM
fis-5347	101	39	%	%	NOUN
fis-5347	101	40	of	of	ADP
fis-5347	101	41	the	the	DET
fis-5347	101	42	maximum	maximum	ADJ
fis-5347	101	43	load	load	NOUN
fis-5347	101	44	for	for	ADP
fis-5347	101	45	the	the	DET
fis-5347	101	46	reinforced	reinforce	VERB
fis-5347	101	47	concrete	concrete	ADJ
fis-5347	101	48	columns	column	NOUN
fis-5347	101	49	without	without	ADP
fis-5347	101	50	fire	fire	NOUN
fis-5347	101	51	and	and	CCONJ
fis-5347	101	52	94	94	NUM
fis-5347	101	53	%	%	NOUN
fis-5347	101	54	of	of	ADP
fis-5347	101	55	the	the	DET
fis-5347	101	56	maximum	maximum	ADJ
fis-5347	101	57	load	load	NOUN
fis-5347	101	58	for	for	ADP
fis-5347	101	59	the	the	DET
fis-5347	101	60	columns	column	NOUN
fis-5347	101	61	exposed	expose	VERB
fis-5347	101	62	to	to	ADP
fis-5347	101	63	fire	fire	NOUN
fis-5347	101	64	,	,	PUNCT
fis-5347	101	65	respectively	respectively	ADV
fis-5347	101	66	.	.	PUNCT
fis-5347	102	1	cracking	cracking	NOUN
fis-5347	102	2	and	and	CCONJ
fis-5347	102	3	maximum	maximum	ADJ
fis-5347	102	4	load	load	NOUN
fis-5347	102	5	the	the	DET
fis-5347	102	6	cracking	cracking	NOUN
fis-5347	102	7	and	and	CCONJ
fis-5347	102	8	maximum	maximum	ADJ
fis-5347	102	9	loads	load	NOUN
fis-5347	102	10	are	be	AUX
fis-5347	102	11	summarized	summarize	VERB
fis-5347	102	12	in	in	ADP
fis-5347	102	13	tab	tab	NOUN
fis-5347	102	14	.	.	PUNCT
fis-5347	103	1	2	2	X
fis-5347	103	2	.	.	X
fis-5347	103	3	the	the	DET
fis-5347	103	4	results	result	NOUN
fis-5347	103	5	show	show	VERB
fis-5347	103	6	that	that	SCONJ
fis-5347	103	7	the	the	DET
fis-5347	103	8	composite	composite	ADJ
fis-5347	103	9	rc	rc	PROPN
fis-5347	103	10	columns	column	NOUN
fis-5347	103	11	achieved	achieve	VERB
fis-5347	103	12	117	117	NUM
fis-5347	103	13	%	%	NOUN
fis-5347	103	14	of	of	ADP
fis-5347	103	15	the	the	DET
fis-5347	103	16	axial	axial	ADJ
fis-5347	103	17	load	load	NOUN
fis-5347	103	18	bearing	bear	VERB
fis-5347	103	19	capacity	capacity	NOUN
fis-5347	103	20	of	of	ADP
fis-5347	103	21	the	the	DET
fis-5347	103	22	conventional	conventional	ADJ
fis-5347	103	23	rc	rc	PROPN
fis-5347	103	24	columns	column	NOUN
fis-5347	103	25	.	.	PUNCT
fis-5347	104	1	while	while	SCONJ
fis-5347	104	2	,	,	PUNCT
fis-5347	104	3	the	the	DET
fis-5347	104	4	composite	composite	ADJ
fis-5347	104	5	circular	circular	ADJ
fis-5347	104	6	encased	encase	VERB
fis-5347	104	7	gfrp	gfrp	NOUN
fis-5347	104	8	i	i	PROPN
fis-5347	104	9	-	-	PUNCT
fis-5347	104	10	section	section	NOUN
fis-5347	104	11	columns	column	NOUN
fis-5347	104	12	achieved	achieve	VERB
fis-5347	104	13	9.7	9.7	NUM
fis-5347	104	14	%	%	NOUN
fis-5347	104	15	higher	high	ADJ
fis-5347	104	16	maximum	maximum	ADJ
fis-5347	104	17	load	load	NOUN
fis-5347	104	18	than	than	ADP
fis-5347	104	19	the	the	DET
fis-5347	104	20	conventional	conventional	ADJ
fis-5347	104	21	rc	rc	PROPN
fis-5347	104	22	columns	column	NOUN
fis-5347	104	23	under	under	ADP
fis-5347	104	24	a	a	DET
fis-5347	104	25	compression	compression	NOUN
fis-5347	104	26	load	load	NOUN
fis-5347	104	27	of	of	ADP
fis-5347	104	28	25	25	NUM
fis-5347	104	29	mm	mm	NOUN
fis-5347	104	30	eccentricity	eccentricity	NOUN
fis-5347	104	31	[	[	X
fis-5347	104	32	9	9	NUM
fis-5347	104	33	]	]	PUNCT
fis-5347	104	34	.	.	PUNCT
fis-5347	105	1	the	the	DET
fis-5347	105	2	conventional	conventional	ADJ
fis-5347	105	3	rc	rc	PROPN
fis-5347	105	4	columns	column	NOUN
fis-5347	105	5	exposed	expose	VERB
fis-5347	105	6	to	to	ADP
fis-5347	105	7	fire	fire	NOUN
fis-5347	105	8	achieved	achieve	VERB
fis-5347	105	9	86	86	NUM
fis-5347	105	10	%	%	NOUN
fis-5347	105	11	of	of	ADP
fis-5347	105	12	the	the	DET
fis-5347	105	13	capacity	capacity	NOUN
fis-5347	105	14	compared	compare	VERB
fis-5347	105	15	to	to	ADP
fis-5347	105	16	the	the	DET
fis-5347	105	17	rc	rc	PROPN
fis-5347	105	18	columns	column	NOUN
fis-5347	105	19	without	without	ADP
fis-5347	105	20	fire	fire	NOUN
fis-5347	105	21	.	.	PUNCT
fis-5347	106	1	meanwhile	meanwhile	ADV
fis-5347	106	2	,	,	PUNCT
fis-5347	106	3	the	the	DET
fis-5347	106	4	rc	rc	PROPN
fis-5347	106	5	composite	composite	ADJ
fis-5347	106	6	columns	column	NOUN
fis-5347	106	7	exposed	expose	VERB
fis-5347	106	8	to	to	ADP
fis-5347	106	9	fire	fire	NOUN
fis-5347	106	10	achieved	achieve	VERB
fis-5347	106	11	61	61	NUM
fis-5347	106	12	%	%	NOUN
fis-5347	106	13	of	of	ADP
fis-5347	106	14	the	the	DET
fis-5347	106	15	capacity	capacity	NOUN
fis-5347	106	16	compared	compare	VERB
fis-5347	106	17	to	to	ADP
fis-5347	106	18	rc	rc	NOUN
fis-5347	106	19	composite	composite	ADJ
fis-5347	106	20	columns	column	NOUN
fis-5347	106	21	without	without	ADP
fis-5347	106	22	fire	fire	NOUN
fis-5347	106	23	due	due	ADP
fis-5347	106	24	to	to	ADP
fis-5347	106	25	the	the	DET
fis-5347	106	26	flammability	flammability	NOUN
fis-5347	106	27	of	of	ADP
fis-5347	106	28	the	the	DET
fis-5347	106	29	organic	organic	ADJ
fis-5347	106	30	resin	resin	NOUN
fis-5347	106	31	matrix	matrix	NOUN
fis-5347	106	32	used	use	VERB
fis-5347	106	33	in	in	ADP
fis-5347	106	34	the	the	DET
fis-5347	106	35	gfrp	gfrp	PROPN
fis-5347	106	36	compounds	compound	VERB
fis-5347	106	37	.	.	PUNCT
fis-5347	107	1	the	the	DET
fis-5347	107	2	results	result	NOUN
fis-5347	107	3	shown	show	VERB
fis-5347	107	4	in	in	ADP
fis-5347	107	5	fig	fig	NOUN
fis-5347	107	6	.	.	PUNCT
fis-5347	107	7	7	7	NUM
fis-5347	107	8	indicate	indicate	VERB
fis-5347	107	9	that	that	SCONJ
fis-5347	107	10	the	the	DET
fis-5347	107	11	maximum	maximum	ADJ
fis-5347	107	12	bearing	bearing	NOUN
fis-5347	107	13	capacity	capacity	NOUN
fis-5347	107	14	was	be	AUX
fis-5347	107	15	achieved	achieve	VERB
fis-5347	107	16	in	in	ADP
fis-5347	107	17	rc	rc	PROPN
fis-5347	107	18	composite	composite	ADJ
fis-5347	107	19	column	column	NOUN
fis-5347	107	20	.	.	PUNCT
fis-5347	108	1	the	the	DET
fis-5347	108	2	maximum	maximum	ADJ
fis-5347	108	3	reduction	reduction	NOUN
fis-5347	108	4	in	in	ADP
fis-5347	108	5	column	column	NOUN
fis-5347	108	6	bearing	bear	VERB
fis-5347	108	7	capacity	capacity	NOUN
fis-5347	108	8	was	be	AUX
fis-5347	108	9	observed	observe	VERB
fis-5347	108	10	in	in	ADP
fis-5347	108	11	the	the	DET
fis-5347	108	12	gfrp	gfrp	PROPN
fis-5347	108	13	i	i	PROPN
fis-5347	108	14	-	-	PUNCT
fis-5347	108	15	profile	profile	PROPN
fis-5347	108	16	rc	rc	PROPN
fis-5347	108	17	composite	composite	ADJ
fis-5347	108	18	column	column	NOUN
fis-5347	108	19	exposed	expose	VERB
fis-5347	108	20	to	to	ADP
fis-5347	108	21	fire	fire	NOUN
fis-5347	108	22	.	.	PUNCT
fis-5347	109	1	specimens	specimens	PROPN
fis-5347	109	2	code	code	VERB
fis-5347	109	3	cracking	cracking	NOUN
fis-5347	109	4	load	load	NOUN
fis-5347	109	5	(	(	PUNCT
fis-5347	109	6	kn	kn	NOUN
fis-5347	109	7	)	)	PUNCT
fis-5347	109	8	maximum	maximum	ADJ
fis-5347	109	9	load	load	NOUN
fis-5347	109	10	(	(	PUNCT
fis-5347	109	11	kn	kn	NOUN
fis-5347	109	12	)	)	PUNCT
fis-5347	109	13	pcr	pcr	PROPN
fis-5347	109	14	/	/	SYM
fis-5347	109	15	pu	pu	PROPN
fis-5347	109	16	pu	pu	PROPN
fis-5347	109	17	/	/	SYM
fis-5347	109	18	puctrl	puctrl	PROPN
fis-5347	109	19	notes	note	VERB
fis-5347	109	20	rcc	rcc	PROPN
fis-5347	109	21	996.24	996.24	NUM
fis-5347	109	22	1052.90	1052.90	NUM
fis-5347	109	23	94.62	94.62	NUM
fis-5347	109	24	1.00	1.00	NUM
fis-5347	109	25	reference	reference	NOUN
fis-5347	109	26	for	for	ADP
fis-5347	109	27	(	(	PUNCT
fis-5347	109	28	rccgi	rccgi	PROPN
fis-5347	109	29	-	-	PUNCT
fis-5347	109	30	c	c	PROPN
fis-5347	109	31	&	&	CCONJ
fis-5347	109	32	rcc	rcc	PROPN
fis-5347	109	33	-	-	PROPN
fis-5347	109	34	f	f	PROPN
fis-5347	109	35	)	)	PUNCT
fis-5347	109	36	rccgi	rccgi	PROPN
fis-5347	109	37	-	-	PUNCT
fis-5347	109	38	c	c	PROPN
fis-5347	109	39	1165.46	1165.46	NUM
fis-5347	109	40	1234.30	1234.30	NUM
fis-5347	109	41	94.42	94.42	NUM
fis-5347	109	42	1.17	1.17	NUM
fis-5347	109	43	as	as	ADP
fis-5347	109	44	comparison	comparison	NOUN
fis-5347	109	45	for	for	ADP
fis-5347	109	46	(	(	PUNCT
fis-5347	109	47	rcc	rcc	PROPN
fis-5347	109	48	)	)	PUNCT
fis-5347	109	49	the	the	DET
fis-5347	109	50	reference	reference	NOUN
fis-5347	109	51	for	for	ADP
fis-5347	109	52	(	(	PUNCT
fis-5347	109	53	rccgi	rccgi	PROPN
fis-5347	109	54	-	-	PUNCT
fis-5347	109	55	c	c	PROPN
fis-5347	109	56	-	-	PUNCT
fis-5347	109	57	f	f	NOUN
fis-5347	109	58	)	)	PUNCT
fis-5347	109	59	rcc	rcc	PROPN
fis-5347	109	60	-	-	PUNCT
fis-5347	109	61	f	f	PROPN
fis-5347	109	62	766.30	766.30	NUM
fis-5347	109	63	900.71	900.71	NUM
fis-5347	109	64	85.08	85.08	NUM
fis-5347	109	65	0.86	0.86	NUM
fis-5347	109	66	as	as	ADP
fis-5347	109	67	comparison	comparison	NOUN
fis-5347	109	68	for	for	ADP
fis-5347	109	69	(	(	PUNCT
fis-5347	109	70	rcc	rcc	PROPN
fis-5347	109	71	)	)	PUNCT
fis-5347	109	72	rccgi	rccgi	PROPN
fis-5347	109	73	-	-	PUNCT
fis-5347	109	74	c	c	PROPN
fis-5347	109	75	-	-	PUNCT
fis-5347	109	76	f	f	NOUN
fis-5347	109	77	621.73	621.73	NUM
fis-5347	109	78	746.99	746.99	NUM
fis-5347	109	79	83.23	83.23	NUM
fis-5347	109	80	0.61	0.61	NUM
fis-5347	109	81	as	as	ADP
fis-5347	109	82	comparison	comparison	NOUN
fis-5347	109	83	for	for	ADP
fis-5347	109	84	(	(	PUNCT
fis-5347	109	85	rccgi	rccgi	PROPN
fis-5347	109	86	-	-	PUNCT
fis-5347	109	87	c	c	NOUN
fis-5347	109	88	)	)	PUNCT
fis-5347	109	89	table	table	NOUN
fis-5347	109	90	4	4	NUM
fis-5347	109	91	:	:	PUNCT
fis-5347	109	92	the	the	DET
fis-5347	109	93	experimental	experimental	ADJ
fis-5347	109	94	results	result	NOUN
fis-5347	109	95	.	.	PUNCT
fis-5347	110	1	figure	figure	VERB
fis-5347	110	2	7	7	NUM
fis-5347	110	3	:	:	PUNCT
fis-5347	110	4	the	the	DET
fis-5347	110	5	maximum	maximum	ADJ
fis-5347	110	6	load	load	NOUN
fis-5347	110	7	and	and	CCONJ
fis-5347	110	8	comparison	comparison	NOUN
fis-5347	110	9	between	between	ADP
fis-5347	110	10	of	of	ADP
fis-5347	110	11	tested	test	VERB
fis-5347	110	12	columns	column	NOUN
fis-5347	110	13	.	.	PUNCT
fis-5347	111	1	comparing	compare	VERB
fis-5347	111	2	the	the	DET
fis-5347	111	3	maximum	maximum	ADJ
fis-5347	111	4	loads	load	NOUN
fis-5347	111	5	of	of	ADP
fis-5347	111	6	the	the	DET
fis-5347	111	7	tested	test	VERB
fis-5347	111	8	columns	column	NOUN
fis-5347	111	9	,	,	PUNCT
fis-5347	111	10	it	it	PRON
fis-5347	111	11	can	can	AUX
fis-5347	111	12	be	be	AUX
fis-5347	111	13	noted	note	VERB
fis-5347	111	14	that	that	SCONJ
fis-5347	111	15	the	the	DET
fis-5347	111	16	maximum	maximum	ADJ
fis-5347	111	17	load	load	NOUN
fis-5347	111	18	of	of	ADP
fis-5347	111	19	the	the	DET
fis-5347	111	20	rc	rc	PROPN
fis-5347	111	21	composite	composite	ADJ
fis-5347	111	22	columns	column	NOUN
fis-5347	111	23	without	without	ADP
fis-5347	111	24	fire	fire	NOUN
fis-5347	111	25	was	be	AUX
fis-5347	111	26	higher	high	ADJ
fis-5347	111	27	than	than	ADP
fis-5347	111	28	that	that	PRON
fis-5347	111	29	of	of	ADP
fis-5347	111	30	the	the	DET
fis-5347	111	31	conventional	conventional	ADJ
fis-5347	111	32	rc	rc	PROPN
fis-5347	111	33	columns	column	NOUN
fis-5347	111	34	.	.	PUNCT
fis-5347	112	1	in	in	ADP
fis-5347	112	2	the	the	DET
fis-5347	112	3	rc	rc	PROPN
fis-5347	112	4	composite	composite	ADJ
fis-5347	112	5	columns	column	NOUN
fis-5347	112	6	,	,	PUNCT
fis-5347	112	7	the	the	DET
fis-5347	112	8	maximum	maximum	ADJ
fis-5347	112	9	load	load	NOUN
fis-5347	112	10	increased	increase	VERB
fis-5347	112	11	to	to	ADP
fis-5347	112	12	117	117	NUM
fis-5347	112	13	%	%	NOUN
fis-5347	112	14	compared	compare	VERB
fis-5347	112	15	to	to	ADP
fis-5347	112	16	conventional	conventional	ADJ
fis-5347	112	17	rc	rc	PROPN
fis-5347	112	18	columns	column	NOUN
fis-5347	112	19	.	.	PUNCT
fis-5347	113	1	load	load	NOUN
fis-5347	113	2	–	–	PUNCT
fis-5347	113	3	displacement	displacement	NOUN
fis-5347	113	4	curves	curve	VERB
fis-5347	113	5	the	the	DET
fis-5347	113	6	load	load	NOUN
fis-5347	113	7	–	–	PUNCT
fis-5347	113	8	vertical	vertical	ADJ
fis-5347	113	9	displacement	displacement	ADJ
fis-5347	113	10	relationships	relationship	NOUN
fis-5347	113	11	for	for	ADP
fis-5347	113	12	the	the	DET
fis-5347	113	13	tested	test	VERB
fis-5347	113	14	conventional	conventional	ADJ
fis-5347	113	15	columns	column	NOUN
fis-5347	113	16	and	and	CCONJ
fis-5347	113	17	rc	rc	PROPN
fis-5347	113	18	composite	composite	ADJ
fis-5347	113	19	columns	column	NOUN
fis-5347	113	20	are	be	AUX
fis-5347	113	21	shown	show	VERB
fis-5347	113	22	in	in	ADP
fis-5347	113	23	fig	fig	NOUN
fis-5347	113	24	.	.	PUNCT
fis-5347	114	1	8	8	X
fis-5347	114	2	.	.	PUNCT
fis-5347	115	1	the	the	DET
fis-5347	115	2	displacement	displacement	ADJ
fis-5347	115	3	values	value	NOUN
fis-5347	115	4	were	be	AUX
fis-5347	115	5	measured	measure	VERB
fis-5347	115	6	at	at	ADP
fis-5347	115	7	the	the	DET
fis-5347	115	8	top	top	ADJ
fis-5347	115	9	height	height	NOUN
fis-5347	115	10	point	point	NOUN
fis-5347	115	11	of	of	ADP
fis-5347	115	12	the	the	DET
fis-5347	115	13	rc	rc	PROPN
fis-5347	115	14	columns	column	NOUN
fis-5347	115	15	.	.	PUNCT
fis-5347	116	1	the	the	DET
fis-5347	116	2	axial	axial	ADJ
fis-5347	116	3	stiffness	stiffness	NOUN
fis-5347	116	4	of	of	ADP
fis-5347	116	5	the	the	DET
fis-5347	116	6	tested	test	VERB
fis-5347	116	7	columns	column	NOUN
fis-5347	116	8	represents	represent	VERB
fis-5347	116	9	their	their	PRON
fis-5347	116	10	resistance	resistance	NOUN
fis-5347	116	11	of	of	ADP
fis-5347	116	12	the	the	DET
fis-5347	116	13	columns	column	NOUN
fis-5347	116	14	to	to	PART
fis-5347	116	15	deflection	deflection	VERB
fis-5347	116	16	or	or	CCONJ
fis-5347	116	17	deformation	deformation	NOUN
fis-5347	116	18	under	under	ADP
fis-5347	116	19	axial	axial	ADJ
fis-5347	116	20	load	load	NOUN
fis-5347	116	21	.	.	PUNCT
fis-5347	117	1	stiffness	stiffness	NOUN
fis-5347	117	2	is	be	AUX
fis-5347	117	3	defined	define	VERB
fis-5347	117	4	as	as	ADP
fis-5347	117	5	the	the	DET
fis-5347	117	6	ratio	ratio	NOUN
fis-5347	117	7	of	of	ADP
fis-5347	117	8	ultimate	ultimate	ADJ
fis-5347	117	9	load	load	NOUN
fis-5347	117	10	to	to	ADP
fis-5347	117	11	ultimate	ultimate	ADJ
fis-5347	117	12	deflection	deflection	NOUN
fis-5347	117	13	[	[	X
fis-5347	117	14	12	12	NUM
fis-5347	117	15	]	]	PUNCT
fis-5347	117	16	.	.	PUNCT
fis-5347	118	1	the	the	DET
fis-5347	118	2	axial	axial	ADJ
fis-5347	118	3	stiffness	stiffness	NOUN
fis-5347	118	4	of	of	ADP
fis-5347	118	5	conventional	conventional	ADJ
fis-5347	118	6	rc	rc	PROPN
fis-5347	118	7	columns	column	NOUN
fis-5347	118	8	without	without	ADP
fis-5347	118	9	fire	fire	NOUN
fis-5347	118	10	was	be	AUX
fis-5347	118	11	higher	high	ADJ
fis-5347	118	12	than	than	ADP
fis-5347	118	13	that	that	PRON
fis-5347	118	14	of	of	ADP
fis-5347	118	15	rc	rc	PROPN
fis-5347	118	16	composite	composite	ADJ
fis-5347	118	17	columns	column	NOUN
fis-5347	118	18	,	,	PUNCT
fis-5347	118	19	with	with	ADP
fis-5347	118	20	values	value	NOUN
fis-5347	118	21	of	of	ADP
fis-5347	118	22	131.61	131.61	NUM
fis-5347	118	23	kn	kn	PROPN
fis-5347	118	24	/	/	SYM
fis-5347	118	25	mm	mm	PROPN
fis-5347	118	26	and	and	CCONJ
fis-5347	118	27	85.94	85.94	NUM
fis-5347	118	28	kn	kn	PROPN
fis-5347	118	29	/	/	SYM
fis-5347	118	30	mm	mm	PROPN
fis-5347	118	31	,	,	PUNCT
fis-5347	118	32	respectively	respectively	ADV
fis-5347	118	33	.	.	PUNCT
fis-5347	119	1	the	the	DET
fis-5347	119	2	axial	axial	ADJ
fis-5347	119	3	stiffness	stiffness	NOUN
fis-5347	119	4	of	of	ADP
fis-5347	119	5	the	the	DET
fis-5347	119	6	tested	test	VERB
fis-5347	119	7	columns	column	NOUN
fis-5347	119	8	without	without	ADP
fis-5347	119	9	fire	fire	NOUN
fis-5347	119	10	was	be	AUX
fis-5347	119	11	also	also	ADV
fis-5347	119	12	higher	high	ADJ
fis-5347	119	13	than	than	ADP
fis-5347	119	14	that	that	PRON
fis-5347	119	15	of	of	ADP
fis-5347	119	16	rc	rc	PROPN
fis-5347	119	17	columns	column	NOUN
fis-5347	119	18	exposed	expose	VERB
fis-5347	119	19	to	to	ADP
fis-5347	119	20	fire	fire	NOUN
fis-5347	119	21	.	.	PUNCT
fis-5347	120	1	the	the	DET
fis-5347	120	2	axial	axial	ADJ
fis-5347	120	3	stiffness	stiffness	NOUN
fis-5347	120	4	of	of	ADP
fis-5347	120	5	conventional	conventional	ADJ
fis-5347	120	6	rc	rc	PROPN
fis-5347	120	7	columns	column	NOUN
fis-5347	120	8	was	be	AUX
fis-5347	120	9	131.61	131.61	NUM
fis-5347	120	10	kn	kn	PROPN
fis-5347	120	11	/	/	SYM
fis-5347	120	12	mm	mm	PROPN
fis-5347	120	13	without	without	ADP
fis-5347	120	14	fire	fire	NOUN
fis-5347	120	15	and	and	CCONJ
fis-5347	120	16	80.27	80.27	NUM
fis-5347	120	17	kn	kn	PROPN
fis-5347	120	18	/	/	SYM
fis-5347	120	19	mm	mm	PROPN
fis-5347	120	20	with	with	ADP
fis-5347	120	21	fire	fire	NOUN
fis-5347	120	22	.	.	PUNCT
fis-5347	121	1	for	for	ADP
fis-5347	121	2	the	the	DET
fis-5347	121	3	rc	rc	PROPN
fis-5347	121	4	composite	composite	ADJ
fis-5347	121	5	columns	column	NOUN
fis-5347	121	6	,	,	PUNCT
fis-5347	121	7	the	the	DET
fis-5347	121	8	axial	axial	ADJ
fis-5347	121	9	stiffness	stiffness	NOUN
fis-5347	121	10	was	be	AUX
fis-5347	121	11	85.94	85.94	NUM
fis-5347	121	12	kn	kn	PROPN
fis-5347	121	13	/	/	SYM
fis-5347	121	14	mm	mm	PROPN
fis-5347	121	15	without	without	ADP
fis-5347	121	16	fire	fire	NOUN
fis-5347	121	17	and	and	CCONJ
fis-5347	121	18	59.52	59.52	NUM
fis-5347	121	19	kn	kn	PROPN
fis-5347	121	20	/	/	SYM
fis-5347	121	21	mm	mm	PROPN
fis-5347	121	22	with	with	ADP
fis-5347	121	23	fire	fire	NOUN
fis-5347	121	24	.	.	PUNCT
fis-5347	122	1	the	the	DET
fis-5347	122	2	reduction	reduction	NOUN
fis-5347	122	3	in	in	ADP
fis-5347	122	4	stiffness	stiffness	NOUN
fis-5347	122	5	for	for	ADP
fis-5347	122	6	the	the	DET
fis-5347	122	7	fire	fire	NOUN
fis-5347	122	8	-	-	PUNCT
fis-5347	122	9	exposed	expose	VERB
fis-5347	122	10	specimens	specimen	NOUN
fis-5347	122	11	was	be	AUX
fis-5347	122	12	due	due	ADJ
fis-5347	122	13	to	to	ADP
fis-5347	122	14	increased	increase	VERB
fis-5347	122	15	deformation	deformation	NOUN
fis-5347	122	16	.	.	PUNCT
fis-5347	123	1	1053	1053	NUM
fis-5347	123	2	1053	1053	NUM
fis-5347	123	3	901	901	NUM
fis-5347	123	4	1235	1235	NUM
fis-5347	123	5	1235	1235	NUM
fis-5347	123	6	747	747	NUM
fis-5347	123	7	0	0	NUM
fis-5347	123	8	200	200	NUM
fis-5347	123	9	400	400	NUM
fis-5347	123	10	600	600	NUM
fis-5347	123	11	800	800	NUM
fis-5347	123	12	1000	1000	NUM
fis-5347	123	13	1200	1200	NUM
fis-5347	123	14	1400	1400	NUM
fis-5347	123	15	1600	1600	NUM
fis-5347	123	16	l	l	NOUN
fis-5347	123	17	oa	oa	X
fis-5347	123	18	d	d	X
fis-5347	123	19	(	(	PUNCT
fis-5347	123	20	k	k	PROPN
fis-5347	123	21	n	n	CCONJ
fis-5347	123	22	)	)	PUNCT
fis-5347	123	23	effect	effect	NOUN
fis-5347	123	24	gfrp	gfrp	PROPN
fis-5347	123	25	(	(	PUNCT
fis-5347	123	26	117	117	NUM
fis-5347	123	27	%	%	NOUN
fis-5347	123	28	)	)	PUNCT
fis-5347	123	29	effect	effect	NOUN
fis-5347	123	30	fire	fire	NOUN
fis-5347	123	31	rc	rc	PROPN
fis-5347	123	32	(	(	PUNCT
fis-5347	123	33	86	86	NUM
fis-5347	123	34	%	%	NOUN
fis-5347	123	35	)	)	PUNCT
fis-5347	123	36	effect	effect	NOUN
fis-5347	123	37	fire	fire	NOUN
fis-5347	123	38	gfrp	gfrp	PROPN
fis-5347	123	39	(	(	PUNCT
fis-5347	123	40	61	61	NUM
fis-5347	123	41	%	%	NOUN
fis-5347	123	42	)	)	PUNCT
fis-5347	123	43	conventional	conventional	ADJ
fis-5347	123	44	columns	column	NOUN
fis-5347	123	45	composite	composite	ADJ
fis-5347	123	46	columns	column	NOUN
fis-5347	123	47	m.	m.	NOUN
fis-5347	123	48	a.	a.	PROPN
fis-5347	123	49	m.	m.	PROPN
fis-5347	123	50	khalil	khalil	PROPN
fis-5347	123	51	,	,	PUNCT
fis-5347	123	52	fracture	fracture	PROPN
fis-5347	123	53	and	and	CCONJ
fis-5347	123	54	structural	structural	ADJ
fis-5347	123	55	integrity	integrity	NOUN
fis-5347	123	56	,	,	PUNCT
fis-5347	123	57	72	72	NUM
fis-5347	123	58	(	(	PUNCT
fis-5347	123	59	2025	2025	NUM
fis-5347	123	60	)	)	PUNCT
fis-5347	123	61	263	263	NUM
fis-5347	123	62	-	-	SYM
fis-5347	123	63	279	279	NUM
fis-5347	123	64	;	;	PUNCT
fis-5347	123	65	doi	doi	NOUN
fis-5347	123	66	:	:	PUNCT
fis-5347	123	67	10.3221	10.3221	NUM
fis-5347	123	68	/	/	SYM
fis-5347	123	69	igf	igf	PROPN
fis-5347	123	70	-	-	PUNCT
fis-5347	123	71	esis.72.19	esis.72.19	PROPN
fis-5347	123	72	270	270	NUM
fis-5347	123	73	figure	figure	NOUN
fis-5347	123	74	8	8	NUM
fis-5347	123	75	:	:	PUNCT
fis-5347	123	76	load	load	NOUN
fis-5347	123	77	vertical	vertical	ADJ
fis-5347	123	78	displacement	displacement	ADJ
fis-5347	123	79	curves	curve	NOUN
fis-5347	123	80	of	of	ADP
fis-5347	123	81	tested	test	VERB
fis-5347	123	82	columns	column	NOUN
fis-5347	123	83	.	.	PUNCT
fis-5347	124	1	the	the	DET
fis-5347	124	2	comparison	comparison	NOUN
fis-5347	124	3	between	between	ADP
fis-5347	124	4	the	the	DET
fis-5347	124	5	conventional	conventional	ADJ
fis-5347	124	6	rc	rc	PROPN
fis-5347	124	7	columns	column	NOUN
fis-5347	124	8	and	and	CCONJ
fis-5347	124	9	the	the	DET
fis-5347	124	10	rc	rc	PROPN
fis-5347	124	11	composite	composite	ADJ
fis-5347	124	12	columns	column	NOUN
fis-5347	124	13	without	without	ADP
fis-5347	124	14	fire	fire	NOUN
fis-5347	124	15	shows	show	VERB
fis-5347	124	16	that	that	SCONJ
fis-5347	124	17	the	the	DET
fis-5347	124	18	rc	rc	PROPN
fis-5347	124	19	composite	composite	ADJ
fis-5347	124	20	columns	column	NOUN
fis-5347	124	21	are	be	AUX
fis-5347	124	22	more	more	ADV
fis-5347	124	23	ductile	ductile	NOUN
fis-5347	124	24	than	than	ADP
fis-5347	124	25	the	the	DET
fis-5347	124	26	conventional	conventional	ADJ
fis-5347	124	27	rc	rc	PROPN
fis-5347	124	28	columns	column	NOUN
fis-5347	124	29	.	.	PUNCT
fis-5347	125	1	stress	stress	NOUN
fis-5347	125	2	strain	strain	NOUN
fis-5347	125	3	curves	curve	NOUN
fis-5347	125	4	the	the	DET
fis-5347	125	5	measured	measured	ADJ
fis-5347	125	6	stress	stress	NOUN
fis-5347	125	7	-	-	PUNCT
fis-5347	125	8	strain	strain	NOUN
fis-5347	125	9	curves	curve	NOUN
fis-5347	125	10	of	of	ADP
fis-5347	125	11	the	the	DET
fis-5347	125	12	tested	test	VERB
fis-5347	125	13	rc	rc	PROPN
fis-5347	125	14	composite	composite	ADJ
fis-5347	125	15	column	column	NOUN
fis-5347	125	16	without	without	ADP
fis-5347	125	17	fire	fire	NOUN
fis-5347	125	18	are	be	AUX
fis-5347	125	19	shown	show	VERB
fis-5347	125	20	in	in	ADP
fis-5347	125	21	fig	fig	NOUN
fis-5347	125	22	.	.	PUNCT
fis-5347	126	1	9	9	X
fis-5347	126	2	.	.	X
fis-5347	127	1	the	the	DET
fis-5347	127	2	axial	axial	ADJ
fis-5347	127	3	strain	strain	NOUN
fis-5347	127	4	in	in	ADP
fis-5347	127	5	steel	steel	NOUN
fis-5347	127	6	bars	bar	NOUN
fis-5347	127	7	and	and	CCONJ
fis-5347	127	8	gfrp	gfrp	PROPN
fis-5347	127	9	i	i	PROPN
fis-5347	127	10	-	-	PUNCT
fis-5347	127	11	section	section	NOUN
fis-5347	127	12	exhibited	exhibit	VERB
fis-5347	127	13	similar	similar	ADJ
fis-5347	127	14	behavior	behavior	NOUN
fis-5347	127	15	at	at	ADP
fis-5347	127	16	the	the	DET
fis-5347	127	17	same	same	ADJ
fis-5347	127	18	load	load	NOUN
fis-5347	127	19	level	level	NOUN
fis-5347	127	20	,	,	PUNCT
fis-5347	127	21	recording	record	VERB
fis-5347	127	22	low	low	ADJ
fis-5347	127	23	strains	strain	NOUN
fis-5347	127	24	values	value	NOUN
fis-5347	127	25	of	of	ADP
fis-5347	127	26	the	the	DET
fis-5347	127	27	tested	test	VERB
fis-5347	127	28	column	column	NOUN
fis-5347	127	29	without	without	ADP
fis-5347	127	30	fire	fire	NOUN
fis-5347	127	31	.	.	PUNCT
fis-5347	128	1	in	in	ADP
fis-5347	128	2	contrast	contrast	NOUN
fis-5347	128	3	,	,	PUNCT
fis-5347	128	4	the	the	DET
fis-5347	128	5	transverse	transverse	NOUN
fis-5347	128	6	strain	strain	NOUN
fis-5347	128	7	in	in	ADP
fis-5347	128	8	the	the	DET
fis-5347	128	9	gfrp	gfrp	PROPN
fis-5347	128	10	i	i	PROPN
fis-5347	128	11	-	-	PUNCT
fis-5347	128	12	section	section	NOUN
fis-5347	128	13	was	be	AUX
fis-5347	128	14	significantly	significantly	ADV
fis-5347	128	15	lower	low	ADJ
fis-5347	128	16	compared	compare	VERB
fis-5347	128	17	to	to	ADP
fis-5347	128	18	the	the	DET
fis-5347	128	19	axial	axial	ADJ
fis-5347	128	20	strain	strain	NOUN
fis-5347	128	21	.	.	PUNCT
fis-5347	129	1	in	in	ADP
fis-5347	129	2	general	general	ADJ
fis-5347	129	3	,	,	PUNCT
fis-5347	129	4	the	the	DET
fis-5347	129	5	maximum	maximum	ADJ
fis-5347	129	6	strain	strain	NOUN
fis-5347	129	7	in	in	ADP
fis-5347	129	8	the	the	DET
fis-5347	129	9	steel	steel	NOUN
fis-5347	129	10	bars	bar	NOUN
fis-5347	129	11	and	and	CCONJ
fis-5347	129	12	gfrp	gfrp	PROPN
fis-5347	129	13	i	i	PROPN
fis-5347	129	14	-	-	PUNCT
fis-5347	129	15	section	section	NOUN
fis-5347	129	16	did	do	AUX
fis-5347	129	17	not	not	PART
fis-5347	129	18	reach	reach	VERB
fis-5347	129	19	half	half	NOUN
fis-5347	129	20	of	of	ADP
fis-5347	129	21	the	the	DET
fis-5347	129	22	yielding	yield	VERB
fis-5347	129	23	strain	strain	NOUN
fis-5347	129	24	of	of	ADP
fis-5347	129	25	the	the	DET
fis-5347	129	26	steel	steel	NOUN
fis-5347	129	27	bars	bar	NOUN
fis-5347	129	28	.	.	PUNCT
fis-5347	130	1	fig	fig	NOUN
fis-5347	130	2	.	.	PUNCT
fis-5347	131	1	9	9	NUM
fis-5347	131	2	for	for	SCONJ
fis-5347	131	3	the	the	DET
fis-5347	131	4	rc	rc	PROPN
fis-5347	131	5	composite	composite	ADJ
fis-5347	131	6	column	column	NOUN
fis-5347	131	7	shows	show	VERB
fis-5347	131	8	strain	strain	VERB
fis-5347	131	9	compatibility	compatibility	NOUN
fis-5347	131	10	in	in	ADP
fis-5347	131	11	deflection	deflection	NOUN
fis-5347	131	12	,	,	PUNCT
fis-5347	131	13	indicating	indicate	VERB
fis-5347	131	14	that	that	SCONJ
fis-5347	131	15	both	both	CCONJ
fis-5347	131	16	the	the	DET
fis-5347	131	17	internal	internal	ADJ
fis-5347	131	18	steel	steel	NOUN
fis-5347	131	19	and	and	CCONJ
fis-5347	131	20	gfrp	gfrp	PROPN
fis-5347	131	21	materials	material	NOUN
fis-5347	131	22	within	within	ADP
fis-5347	131	23	the	the	DET
fis-5347	131	24	columns	column	NOUN
fis-5347	131	25	experienced	experience	VERB
fis-5347	131	26	similar	similar	ADJ
fis-5347	131	27	strains	strain	NOUN
fis-5347	131	28	and	and	CCONJ
fis-5347	131	29	deformations	deformation	NOUN
fis-5347	131	30	when	when	SCONJ
fis-5347	131	31	subjected	subject	VERB
fis-5347	131	32	to	to	ADP
fis-5347	131	33	axial	axial	ADJ
fis-5347	131	34	load	load	NOUN
fis-5347	131	35	.	.	PUNCT
fis-5347	132	1	a	a	PRON
fis-5347	132	2	)	)	PUNCT
fis-5347	132	3	conventional	conventional	ADJ
fis-5347	132	4	column	column	NOUN
fis-5347	132	5	b	b	X
fis-5347	132	6	)	)	PUNCT
fis-5347	132	7	composite	composite	ADJ
fis-5347	132	8	columns	column	NOUN
fis-5347	132	9	figure	figure	VERB
fis-5347	132	10	9	9	NUM
fis-5347	132	11	:	:	PUNCT
fis-5347	132	12	the	the	DET
fis-5347	132	13	stress	stress	NOUN
fis-5347	132	14	-	-	PUNCT
fis-5347	132	15	strain	strain	NOUN
fis-5347	132	16	curves	curve	NOUN
fis-5347	132	17	of	of	ADP
fis-5347	132	18	conventional	conventional	ADJ
fis-5347	132	19	and	and	CCONJ
fis-5347	132	20	composite	composite	ADJ
fis-5347	132	21	columns	column	NOUN
fis-5347	132	22	without	without	ADP
fis-5347	132	23	firing	fire	VERB
fis-5347	132	24	.	.	PUNCT
fis-5347	133	1	0	0	NUM
fis-5347	134	1	200	200	NUM
fis-5347	134	2	400	400	NUM
fis-5347	134	3	600	600	NUM
fis-5347	134	4	800	800	NUM
fis-5347	134	5	1000	1000	NUM
fis-5347	134	6	1200	1200	NUM
fis-5347	134	7	1400	1400	NUM
fis-5347	134	8	0	0	NUM
fis-5347	134	9	5	5	NUM
fis-5347	134	10	10	10	NUM
fis-5347	134	11	15	15	NUM
fis-5347	134	12	20	20	NUM
fis-5347	134	13	l	l	NOUN
fis-5347	134	14	oa	oa	INTJ
fis-5347	134	15	d	d	X
fis-5347	134	16	(	(	PUNCT
fis-5347	134	17	k	k	PROPN
fis-5347	134	18	n	n	CCONJ
fis-5347	134	19	)	)	PUNCT
fis-5347	134	20	deflection	deflection	NOUN
fis-5347	134	21	(	(	PUNCT
fis-5347	134	22	mm	mm	NOUN
fis-5347	134	23	)	)	PUNCT
fis-5347	134	24	rcc	rcc	PROPN
fis-5347	134	25	rccgi	rccgi	PROPN
fis-5347	134	26	-	-	PUNCT
fis-5347	134	27	c	c	PROPN
fis-5347	134	28	rcc	rcc	PROPN
fis-5347	134	29	-	-	PUNCT
fis-5347	134	30	f	f	PROPN
fis-5347	134	31	rccgi	rccgi	PROPN
fis-5347	134	32	-	-	PUNCT
fis-5347	134	33	c	c	PROPN
fis-5347	134	34	-	-	PUNCT
fis-5347	134	35	f	f	NOUN
fis-5347	134	36	0	0	NUM
fis-5347	134	37	10	10	NUM
fis-5347	134	38	20	20	NUM
fis-5347	134	39	30	30	NUM
fis-5347	134	40	40	40	NUM
fis-5347	134	41	50	50	NUM
fis-5347	134	42	60	60	NUM
fis-5347	134	43	0	0	NUM
fis-5347	134	44	400	400	NUM
fis-5347	134	45	800	800	NUM
fis-5347	134	46	1200	1200	NUM
fis-5347	134	47	1600	1600	NUM
fis-5347	134	48	st	st	PROPN
fis-5347	134	49	re	re	PROPN
fis-5347	134	50	ss	ss	PROPN
fis-5347	134	51	(	(	PUNCT
fis-5347	134	52	m	m	VERB
fis-5347	134	53	p	p	NOUN
fis-5347	134	54	a	a	NOUN
fis-5347	134	55	)	)	PUNCT
fis-5347	134	56	strain	strain	NOUN
fis-5347	134	57	x	x	SYM
fis-5347	134	58	10	10	NUM
fis-5347	134	59	^	^	SYM
fis-5347	134	60	-6(mm	-6(mm	NOUN
fis-5347	134	61	)	)	PUNCT
fis-5347	134	62	axial	axial	ADJ
fis-5347	134	63	steel	steel	NOUN
fis-5347	134	64	strain	strain	NOUN
fis-5347	134	65	0	0	NUM
fis-5347	134	66	10	10	NUM
fis-5347	134	67	20	20	NUM
fis-5347	134	68	30	30	NUM
fis-5347	134	69	40	40	NUM
fis-5347	134	70	50	50	NUM
fis-5347	134	71	60	60	NUM
fis-5347	134	72	-400	-400	NUM
fis-5347	134	73	0	0	NUM
fis-5347	134	74	400	400	NUM
fis-5347	134	75	800	800	NUM
fis-5347	134	76	1200	1200	NUM
fis-5347	134	77	1600	1600	NUM
fis-5347	134	78	st	st	PROPN
fis-5347	134	79	re	re	PROPN
fis-5347	134	80	ss	ss	PROPN
fis-5347	134	81	(	(	PUNCT
fis-5347	134	82	m	m	VERB
fis-5347	134	83	p	p	NOUN
fis-5347	134	84	a	a	NOUN
fis-5347	134	85	)	)	PUNCT
fis-5347	134	86	strain	strain	NOUN
fis-5347	134	87	x	x	SYM
fis-5347	134	88	10	10	NUM
fis-5347	134	89	^	^	SYM
fis-5347	134	90	-6(mm	-6(mm	NOUN
fis-5347	134	91	)	)	PUNCT
fis-5347	134	92	axial	axial	ADJ
fis-5347	134	93	steel	steel	NOUN
fis-5347	134	94	strain	strain	NOUN
fis-5347	134	95	axial	axial	ADJ
fis-5347	134	96	frp	frp	PROPN
fis-5347	134	97	strain	strain	NOUN
fis-5347	134	98	in	in	ADP
fis-5347	134	99	flnge	flnge	PROPN
fis-5347	134	100	tra	tra	PROPN
fis-5347	134	101	.	.	PUNCT
fis-5347	135	1	frp	frp	PROPN
fis-5347	135	2	strain	strain	VERB
fis-5347	135	3	in	in	ADP
fis-5347	135	4	flnge	flnge	NOUN
fis-5347	135	5	axial	axial	ADJ
fis-5347	135	6	frp	frp	PROPN
fis-5347	135	7	strain	strain	NOUN
fis-5347	135	8	in	in	ADP
fis-5347	135	9	web	web	NOUN
fis-5347	135	10	m.	m.	NOUN
fis-5347	135	11	a.	a.	PROPN
fis-5347	135	12	m.	m.	PROPN
fis-5347	135	13	khalil	khalil	PROPN
fis-5347	135	14	,	,	PUNCT
fis-5347	135	15	fracture	fracture	PROPN
fis-5347	135	16	and	and	CCONJ
fis-5347	135	17	structural	structural	ADJ
fis-5347	135	18	integrity	integrity	NOUN
fis-5347	135	19	,	,	PUNCT
fis-5347	135	20	72	72	NUM
fis-5347	135	21	(	(	PUNCT
fis-5347	135	22	2025	2025	NUM
fis-5347	135	23	)	)	PUNCT
fis-5347	135	24	263	263	NUM
fis-5347	135	25	-	-	SYM
fis-5347	135	26	279	279	NUM
fis-5347	135	27	;	;	PUNCT
fis-5347	135	28	doi	doi	NOUN
fis-5347	135	29	:	:	PUNCT
fis-5347	135	30	10.3221	10.3221	NUM
fis-5347	135	31	/	/	SYM
fis-5347	135	32	igf	igf	PROPN
fis-5347	135	33	-	-	PUNCT
fis-5347	135	34	esis.72.19	esis.72.19	PROPN
fis-5347	135	35	271	271	NUM
fis-5347	135	36	theoretical	theoretical	ADJ
fis-5347	135	37	analysis	analysis	NOUN
fis-5347	135	38	he	he	PRON
fis-5347	135	39	ability	ability	NOUN
fis-5347	135	40	of	of	ADP
fis-5347	135	41	common	common	ADJ
fis-5347	135	42	structural	structural	ADJ
fis-5347	135	43	analysis	analysis	NOUN
fis-5347	135	44	tools	tool	NOUN
fis-5347	135	45	to	to	PART
fis-5347	135	46	predict	predict	VERB
fis-5347	135	47	the	the	DET
fis-5347	135	48	performance	performance	NOUN
fis-5347	135	49	of	of	ADP
fis-5347	135	50	the	the	DET
fis-5347	135	51	tested	test	VERB
fis-5347	135	52	rc	rc	PROPN
fis-5347	135	53	composite	composite	ADJ
fis-5347	135	54	columns	column	NOUN
fis-5347	135	55	was	be	AUX
fis-5347	135	56	investigated	investigate	VERB
fis-5347	135	57	to	to	PART
fis-5347	135	58	provide	provide	VERB
fis-5347	135	59	practicing	practice	VERB
fis-5347	135	60	engineers	engineer	NOUN
fis-5347	135	61	with	with	ADP
fis-5347	135	62	information	information	NOUN
fis-5347	135	63	on	on	ADP
fis-5347	135	64	their	their	PRON
fis-5347	135	65	reliability	reliability	NOUN
fis-5347	135	66	according	accord	VERB
fis-5347	135	67	to	to	ADP
fis-5347	135	68	the	the	DET
fis-5347	135	69	different	different	ADJ
fis-5347	135	70	codes	code	NOUN
fis-5347	135	71	.	.	PUNCT
fis-5347	136	1	the	the	DET
fis-5347	136	2	ultimate	ultimate	ADJ
fis-5347	136	3	strength	strength	NOUN
fis-5347	136	4	of	of	ADP
fis-5347	136	5	the	the	DET
fis-5347	136	6	conventional	conventional	ADJ
fis-5347	136	7	rc	rc	PROPN
fis-5347	136	8	columns	column	NOUN
fis-5347	136	9	was	be	AUX
fis-5347	136	10	calculated	calculate	VERB
fis-5347	136	11	at	at	ADP
fis-5347	136	12	the	the	DET
fis-5347	136	13	point	point	NOUN
fis-5347	136	14	of	of	ADP
fis-5347	136	15	failure	failure	NOUN
fis-5347	136	16	,	,	PUNCT
fis-5347	136	17	the	the	DET
fis-5347	136	18	theoretical	theoretical	ADJ
fis-5347	136	19	ultimate	ultimate	ADJ
fis-5347	136	20	strength	strength	NOUN
fis-5347	136	21	or	or	CCONJ
fis-5347	136	22	nominal	nominal	ADJ
fis-5347	136	23	strength	strength	NOUN
fis-5347	136	24	of	of	ADP
fis-5347	136	25	a	a	DET
fis-5347	136	26	short	short	ADJ
fis-5347	136	27	axially	axially	ADV
fis-5347	136	28	loaded	load	VERB
fis-5347	136	29	column	column	NOUN
fis-5347	136	30	can	can	AUX
fis-5347	136	31	be	be	AUX
fis-5347	136	32	determined	determine	VERB
fis-5347	136	33	accurately	accurately	ADV
fis-5347	136	34	by	by	ADP
fis-5347	136	35	the	the	DET
fis-5347	136	36	using	use	VERB
fis-5347	136	37	egyptian	egyptian	ADJ
fis-5347	136	38	code	code	NOUN
fis-5347	136	39	of	of	ADP
fis-5347	136	40	practice	practice	NOUN
fis-5347	136	41	(	(	PUNCT
fis-5347	136	42	ecp-203	ecp-203	NOUN
fis-5347	136	43	)	)	PUNCT
fis-5347	137	1	[	[	X
fis-5347	137	2	13	13	NUM
fis-5347	137	3	]	]	PUNCT
fis-5347	137	4	and	and	CCONJ
fis-5347	137	5	british	british	ADJ
fis-5347	137	6	standard	standard	ADJ
fis-5347	137	7	bs	bs	PROPN
fis-5347	137	8	8110	8110	NUM
fis-5347	137	9	-	-	SYM
fis-5347	137	10	97	97	NUM
fis-5347	138	1	[	[	X
fis-5347	138	2	14	14	NUM
fis-5347	138	3	]	]	PUNCT
fis-5347	138	4	.	.	PUNCT
fis-5347	139	1	the	the	DET
fis-5347	139	2	theoretical	theoretical	ADJ
fis-5347	139	3	maximum	maximum	ADJ
fis-5347	139	4	load	load	NOUN
fis-5347	139	5	can	can	AUX
fis-5347	139	6	be	be	AUX
fis-5347	139	7	calculated	calculate	VERB
fis-5347	139	8	by	by	ADP
fis-5347	139	9	considering	consider	VERB
fis-5347	139	10	the	the	DET
fis-5347	139	11	contributions	contribution	NOUN
fis-5347	139	12	of	of	ADP
fis-5347	139	13	both	both	CCONJ
fis-5347	139	14	the	the	DET
fis-5347	139	15	concrete	concrete	ADJ
fis-5347	139	16	and	and	CCONJ
fis-5347	139	17	reinforcement	reinforcement	NOUN
fis-5347	139	18	in	in	ADP
fis-5347	139	19	bearing	bear	VERB
fis-5347	139	20	the	the	DET
fis-5347	139	21	axial	axial	ADJ
fis-5347	139	22	load	load	NOUN
fis-5347	139	23	,	,	PUNCT
fis-5347	139	24	as	as	SCONJ
fis-5347	139	25	follows	follow	VERB
fis-5347	139	26	;	;	PUNCT
fis-5347	139	27			PROPN
fis-5347	139	28			PROPN
fis-5347	140	1			PROPN
fis-5347	140	2	n	n	PROPN
fis-5347	140	3	cu	cu	PROPN
fis-5347	140	4	g	g	PROPN
fis-5347	140	5	st	st	PROPN
fis-5347	140	6	y	y	PROPN
fis-5347	140	7	stp	stp	PROPN
fis-5347	140	8	f	f	PROPN
fis-5347	140	9	a	a	DET
fis-5347	140	10	a	a	DET
fis-5347	140	11	f	f	X
fis-5347	140	12	a0.67	a0.67	PROPN
fis-5347	140	13	  	  	SPACE
fis-5347	140	14	(	(	PUNCT
fis-5347	140	15	1	1	NUM
fis-5347	140	16	)	)	PUNCT
fis-5347	140	17	according	accord	VERB
fis-5347	140	18	to	to	ADP
fis-5347	140	19	aci	aci	PROPN
fis-5347	140	20	318	318	NUM
fis-5347	140	21	-	-	SYM
fis-5347	140	22	11	11	NUM
fis-5347	140	23	[	[	X
fis-5347	140	24	15	15	NUM
fis-5347	140	25	]	]	PUNCT
fis-5347	140	26	,	,	PUNCT
fis-5347	140	27	the	the	DET
fis-5347	140	28	theoretical	theoretical	ADJ
fis-5347	140	29	maximum	maximum	ADJ
fis-5347	140	30	load	load	NOUN
fis-5347	140	31	can	can	AUX
fis-5347	140	32	be	be	AUX
fis-5347	140	33	calculated	calculate	VERB
fis-5347	140	34	by	by	ADP
fis-5347	140	35	considering	consider	VERB
fis-5347	140	36	the	the	DET
fis-5347	140	37	contribution	contribution	NOUN
fis-5347	140	38	of	of	ADP
fis-5347	140	39	both	both	CCONJ
fis-5347	140	40	the	the	DET
fis-5347	140	41	concrete	concrete	NOUN
fis-5347	140	42	and	and	CCONJ
fis-5347	140	43	the	the	DET
fis-5347	140	44	reinforcement	reinforcement	NOUN
fis-5347	140	45	in	in	ADP
fis-5347	140	46	carrying	carry	VERB
fis-5347	140	47	the	the	DET
fis-5347	140	48	axial	axial	ADJ
fis-5347	140	49	load	load	NOUN
fis-5347	140	50	;	;	PUNCT
fis-5347	140	51			PROPN
fis-5347	140	52			PROPN
fis-5347	141	1			PROPN
fis-5347	141	2	n	n	PROPN
fis-5347	141	3	c	c	PROPN
fis-5347	141	4	g	g	PROPN
fis-5347	141	5	st	st	PROPN
fis-5347	141	6	y	y	PROPN
fis-5347	141	7	stp	stp	PROPN
fis-5347	141	8	f	f	PROPN
fis-5347	141	9	a	a	DET
fis-5347	141	10	a	a	DET
fis-5347	141	11	f	f	NOUN
fis-5347	141	12	a	a	DET
fis-5347	141	13	'	'	NOUN
fis-5347	141	14	  	  	SPACE
fis-5347	141	15	0.85	0.85	NUM
fis-5347	141	16	    	    	SPACE
fis-5347	141	17	.	.	PUNCT
fis-5347	142	1	(	(	PUNCT
fis-5347	142	2	2	2	X
fis-5347	142	3	)	)	PUNCT
fis-5347	142	4	the	the	DET
fis-5347	142	5	maximum	maximum	ADJ
fis-5347	142	6	nominal	nominal	ADJ
fis-5347	142	7	axial	axial	ADJ
fis-5347	142	8	load	load	NOUN
fis-5347	142	9	on	on	ADP
fis-5347	142	10	a	a	DET
fis-5347	142	11	column	column	NOUN
fis-5347	142	12	is	be	AUX
fis-5347	142	13	calculated	calculate	VERB
fis-5347	142	14	using	use	VERB
fis-5347	142	15	the	the	DET
fis-5347	142	16	following	follow	VERB
fis-5347	142	17	equation	equation	NOUN
fis-5347	142	18	according	accord	VERB
fis-5347	142	19	to	to	ADP
fis-5347	142	20	eurocode	eurocode	NOUN
fis-5347	142	21	[	[	X
fis-5347	142	22	16	16	NUM
fis-5347	142	23	]	]	X
fis-5347	142	24	;	;	PUNCT
fis-5347	142	25			PROPN
fis-5347	142	26			PUNCT
fis-5347	142	27			PROPN
fis-5347	142	28	n	n	PROPN
fis-5347	142	29	c	c	PROPN
fis-5347	142	30	g	g	PROPN
fis-5347	142	31	st	st	PROPN
fis-5347	142	32	y	y	PROPN
fis-5347	142	33	stp	stp	PROPN
fis-5347	142	34	f	f	PROPN
fis-5347	142	35	a	a	PRON
fis-5347	142	36	a	a	DET
fis-5347	142	37	f	f	NOUN
fis-5347	142	38	a	a	PRON
fis-5347	142	39	'	'	PUNCT
fis-5347	142	40	      	      	SPACE
fis-5347	142	41	.	.	PUNCT
fis-5347	143	1	(	(	PUNCT
fis-5347	143	2	3	3	X
fis-5347	143	3	)	)	PUNCT
fis-5347	143	4	where	where	SCONJ
fis-5347	143	5	;	;	PUNCT
fis-5347	143	6			NUM
fis-5347	143	7			PROPN
fis-5347	143	8	f	f	PROPN
fis-5347	143	9	c1	c1	NOUN
fis-5347	143	10	      	      	SPACE
fis-5347	143	11	for	for	ADP
fis-5347	143	12	  	  	SPACE
fis-5347	143	13	’	'	PUNCT
fis-5347	143	14	     	     	SPACE
fis-5347	143	15	50	50	NUM
fis-5347	143	16	 	 	SPACE
fis-5347	143	17	mpa	mpa	PROPN
fis-5347	143	18	   	   	SPACE
fis-5347	143	19	(	(	PUNCT
fis-5347	143	20	4	4	NUM
fis-5347	143	21	)	)	PUNCT
fis-5347	143	22			NOUN
fis-5347	143	23			NOUN
fis-5347	144	1			PROPN
fis-5347	144	2			PROPN
fis-5347	144	3			PROPN
fis-5347	144	4			PROPN
fis-5347	144	5	cf	cf	VERB
fis-5347	144	6	f	f	PROPN
fis-5347	145	1	c'1.0	c'1.0	PROPN
fis-5347	145	2	  	  	SPACE
fis-5347	145	3	50	50	NUM
fis-5347	145	4	/	/	SYM
fis-5347	145	5	200	200	NUM
fis-5347	145	6	                	                	SPACE
fis-5347	145	7	for	for	ADP
fis-5347	145	8	50	50	NUM
fis-5347	145	9	’	'	PUNCT
fis-5347	145	10	     	     	SPACE
fis-5347	145	11	90	90	NUM
fis-5347	145	12	 	 	SPACE
fis-5347	145	13	mpa	mpa	PROPN
fis-5347	145	14	   	   	SPACE
fis-5347	145	15	(	(	PUNCT
fis-5347	145	16	5	5	X
fis-5347	145	17	)	)	PUNCT
fis-5347	145	18	s	s	NOUN
fis-5347	145	19	c	c	NOUN
fis-5347	145	20	sf	sf	INTJ
fis-5347	145	21	e	e	NOUN
fis-5347	145	22	                          	                          	SPACE
fis-5347	145	23	(	(	PUNCT
fis-5347	145	24	6	6	NUM
fis-5347	145	25	)	)	PUNCT
fis-5347	145	26			PROPN
fis-5347	145	27			NUM
fis-5347	145	28	c	c	PUNCT
fis-5347	145	29	f	f	PROPN
fis-5347	145	30	c2	c2	PROPN
fis-5347	145	31	%	%	PROPN
fis-5347	145	32	                                           	                                           	SPACE
fis-5347	145	33	for	for	ADP
fis-5347	145	34	  	  	SPACE
fis-5347	145	35	’	'	PUNCT
fis-5347	145	36	     	     	SPACE
fis-5347	145	37	50	50	NUM
fis-5347	145	38	 	 	SPACE
fis-5347	145	39	mpa	mpa	PROPN
fis-5347	145	40	   	   	SPACE
fis-5347	145	41	(	(	PUNCT
fis-5347	145	42	7	7	NUM
fis-5347	145	43	)	)	PUNCT
fis-5347	145	44			NOUN
fis-5347	145	45			SYM
fis-5347	145	46			NOUN
fis-5347	145	47			NOUN
fis-5347	145	48			PROPN
fis-5347	145	49			ADV
fis-5347	145	50			NOUN
fis-5347	145	51	c	c	ADV
fis-5347	145	52	cf	cf	INTJ
fis-5347	146	1	f	f	NOUN
fis-5347	146	2	c	c	NOUN
fis-5347	146	3	0.53'%	0.53'%	NOUN
fis-5347	146	4	2.0	2.0	NUM
fis-5347	146	5	0.085	0.085	NUM
fis-5347	146	6	  	  	SPACE
fis-5347	146	7	50	50	NUM
fis-5347	146	8	    	    	SPACE
fis-5347	146	9	for	for	ADP
fis-5347	146	10	  	  	SPACE
fis-5347	146	11	’	'	PUNCT
fis-5347	146	12	     	     	SPACE
fis-5347	146	13	50	50	NUM
fis-5347	146	14	 	 	SPACE
fis-5347	146	15	mpa	mpa	PROPN
fis-5347	146	16	   	   	SPACE
fis-5347	146	17	(	(	PUNCT
fis-5347	146	18	8)	8)	NUM
fis-5347	146	19	the	the	DET
fis-5347	146	20	maximum	maximum	ADJ
fis-5347	146	21	nominal	nominal	ADJ
fis-5347	146	22	axial	axial	ADJ
fis-5347	146	23	load	load	NOUN
fis-5347	146	24	on	on	ADP
fis-5347	146	25	the	the	DET
fis-5347	146	26	column	column	NOUN
fis-5347	146	27	is	be	AUX
fis-5347	146	28	calculated	calculate	VERB
fis-5347	146	29	using	use	VERB
fis-5347	146	30	the	the	DET
fis-5347	146	31	following	follow	VERB
fis-5347	146	32	equation	equation	NOUN
fis-5347	146	33	according	accord	VERB
fis-5347	146	34	to	to	ADP
fis-5347	146	35	csa	csa	PROPN
fis-5347	146	36	a23.30[17	a23.30[17	PROPN
fis-5347	146	37	]	]	X
fis-5347	146	38	;	;	PUNCT
fis-5347	146	39			NOUN
fis-5347	146	40			PUNCT
fis-5347	146	41			PROPN
fis-5347	146	42			PROPN
fis-5347	146	43	n	n	PROPN
fis-5347	146	44	c	c	PROPN
fis-5347	146	45	c	c	PROPN
fis-5347	146	46	g	g	PROPN
fis-5347	146	47	st	st	PROPN
fis-5347	146	48	s	s	PROPN
fis-5347	146	49	y	y	PROPN
fis-5347	146	50	stp	stp	PROPN
fis-5347	146	51	a	a	PROPN
fis-5347	146	52	f	f	PROPN
fis-5347	146	53	a	a	DET
fis-5347	146	54	a	a	DET
fis-5347	146	55	f	f	NOUN
fis-5347	146	56	a	a	PRON
fis-5347	146	57	'	'	PUNCT
fis-5347	146	58	1	1	NUM
fis-5347	146	59	      	      	SPACE
fis-5347	146	60	(	(	PUNCT
fis-5347	146	61	9	9	NUM
fis-5347	146	62	)	)	PUNCT
fis-5347	146	63			PROPN
fis-5347	146	64			PROPN
fis-5347	146	65	ca	can	AUX
fis-5347	146	66	f	f	PROPN
fis-5347	146	67	'	'	PART
fis-5347	146	68	1	1	NUM
fis-5347	146	69	0.85	0.85	NUM
fis-5347	146	70	0.0015	0.0015	NUM
fis-5347	146	71	                       	                       	SPACE
fis-5347	146	72	but	but	CCONJ
fis-5347	146	73	 	 	SPACE
fis-5347	146	74	not	not	PART
fis-5347	146	75	 	 	SPACE
fis-5347	146	76	less	less	ADJ
fis-5347	146	77	 	 	SPACE
fis-5347	146	78	than	than	ADP
fis-5347	146	79	 	 	SPACE
fis-5347	146	80	0.67	0.67	NUM
fis-5347	146	81	      	      	SPACE
fis-5347	146	82	(	(	PUNCT
fis-5347	146	83	10	10	NUM
fis-5347	146	84	)	)	PUNCT
fis-5347	146	85	by	by	ADP
fis-5347	146	86	comparing	compare	VERB
fis-5347	146	87	the	the	DET
fis-5347	146	88	experimental	experimental	ADJ
fis-5347	146	89	results	result	NOUN
fis-5347	146	90	with	with	ADP
fis-5347	146	91	the	the	DET
fis-5347	146	92	values	value	NOUN
fis-5347	146	93	calculated	calculate	VERB
fis-5347	146	94	using	use	VERB
fis-5347	146	95	the	the	DET
fis-5347	146	96	theoretical	theoretical	ADJ
fis-5347	146	97	equation	equation	NOUN
fis-5347	146	98	of	of	ADP
fis-5347	146	99	the	the	DET
fis-5347	146	100	different	different	ADJ
fis-5347	146	101	codes	code	NOUN
fis-5347	146	102	,	,	PUNCT
fis-5347	146	103	it	it	PRON
fis-5347	146	104	w	w	AUX
fis-5347	146	105	found	find	VERB
fis-5347	146	106	that	that	SCONJ
fis-5347	146	107	the	the	DET
fis-5347	146	108	experimental	experimental	ADJ
fis-5347	146	109	and	and	CCONJ
fis-5347	146	110	theoretical	theoretical	ADJ
fis-5347	146	111	results	result	NOUN
fis-5347	146	112	calculated	calculate	VERB
fis-5347	146	113	by	by	ADP
fis-5347	146	114	the	the	DET
fis-5347	146	115	egyptian	egyptian	PROPN
fis-5347	146	116	code	code	PROPN
fis-5347	146	117	of	of	ADP
fis-5347	146	118	practice	practice	NOUN
fis-5347	146	119	(	(	PUNCT
fis-5347	146	120	ecp-203	ecp-203	NOUN
fis-5347	146	121	)	)	PUNCT
fis-5347	147	1	[	[	X
fis-5347	147	2	13	13	NUM
fis-5347	147	3	]	]	PUNCT
fis-5347	147	4	,	,	PUNCT
fis-5347	147	5	british	british	ADJ
fis-5347	147	6	standard	standard	ADJ
fis-5347	147	7	bs	bs	PROPN
fis-5347	147	8	8110	8110	NUM
fis-5347	147	9	-	-	SYM
fis-5347	147	10	97	97	NUM
fis-5347	148	1	[	[	X
fis-5347	148	2	14	14	NUM
fis-5347	148	3	]	]	PUNCT
fis-5347	148	4	,	,	PUNCT
fis-5347	148	5	and	and	CCONJ
fis-5347	148	6	aci	aci	PROPN
fis-5347	148	7	318	318	NUM
fis-5347	148	8	-	-	SYM
fis-5347	148	9	11	11	NUM
fis-5347	148	10	[	[	X
fis-5347	148	11	15	15	NUM
fis-5347	148	12	]	]	X
fis-5347	148	13	converge	converge	VERB
fis-5347	148	14	very	very	ADV
fis-5347	148	15	closely	closely	ADV
fis-5347	148	16	for	for	ADP
fis-5347	148	17	the	the	DET
fis-5347	148	18	axial	axial	ADJ
fis-5347	148	19	load	load	NOUN
fis-5347	148	20	.	.	PUNCT
fis-5347	149	1	this	this	PRON
fis-5347	149	2	indicates	indicate	VERB
fis-5347	149	3	the	the	DET
fis-5347	149	4	auracy	auracy	NOUN
fis-5347	149	5	and	and	CCONJ
fis-5347	149	6	reliability	reliability	NOUN
fis-5347	149	7	of	of	ADP
fis-5347	149	8	the	the	DET
fis-5347	149	9	findings	finding	NOUN
fis-5347	149	10	as	as	SCONJ
fis-5347	149	11	the	the	DET
fis-5347	149	12	theoretical	theoretical	ADJ
fis-5347	149	13	results	result	NOUN
fis-5347	149	14	align	align	VERB
fis-5347	149	15	well	well	ADV
fis-5347	149	16	with	with	ADP
fis-5347	149	17	the	the	DET
fis-5347	149	18	experimental	experimental	ADJ
fis-5347	149	19	observations	observation	NOUN
fis-5347	149	20	,	,	PUNCT
fis-5347	149	21	showing	show	VERB
fis-5347	149	22	no	no	DET
fis-5347	149	23	significant	significant	ADJ
fis-5347	149	24	differences	difference	NOUN
fis-5347	149	25	in	in	ADP
fis-5347	149	26	axial	axial	ADJ
fis-5347	149	27	loads	load	NOUN
fis-5347	149	28	as	as	SCONJ
fis-5347	149	29	presented	present	VERB
fis-5347	149	30	in	in	ADP
fis-5347	149	31	tab	tab	NOUN
fis-5347	149	32	.	.	PUNCT
fis-5347	150	1	3	3	X
fis-5347	150	2	.	.	X
fis-5347	150	3	therefore	therefore	ADV
fis-5347	150	4	,	,	PUNCT
fis-5347	150	5	the	the	DET
fis-5347	150	6	following	follow	VERB
fis-5347	150	7	proposed	propose	VERB
fis-5347	150	8	equation	equation	NOUN
fis-5347	150	9	is	be	AUX
fis-5347	150	10	recommended	recommend	VERB
fis-5347	150	11	to	to	PART
fis-5347	150	12	calculate	calculate	VERB
fis-5347	150	13	the	the	DET
fis-5347	150	14	axial	axial	ADJ
fis-5347	150	15	load	load	NOUN
fis-5347	150	16	of	of	ADP
fis-5347	150	17	rc	rc	PROPN
fis-5347	150	18	composite	composite	ADJ
fis-5347	150	19	columns	column	NOUN
fis-5347	150	20	based	base	VERB
fis-5347	150	21	on	on	ADP
fis-5347	150	22	the	the	DET
fis-5347	150	23	egyptian	egyptian	ADJ
fis-5347	150	24	code	code	PROPN
fis-5347	150	25	of	of	ADP
fis-5347	150	26	practice	practice	NOUN
fis-5347	150	27	,	,	PUNCT
fis-5347	150	28	and	and	CCONJ
fis-5347	150	29	other	other	ADJ
fis-5347	150	30	standard	standard	ADJ
fis-5347	150	31	codes	code	NOUN
fis-5347	150	32	as	as	ADP
fis-5347	150	33	following	follow	VERB
fis-5347	150	34	;	;	PUNCT
fis-5347	150	35	e-203	e-203	PROPN
fis-5347	150	36	&	&	CCONJ
fis-5347	150	37	bs	bs	PROPN
fis-5347	150	38			PROPN
fis-5347	150	39			PROPN
fis-5347	151	1			PROPN
fis-5347	151	2			PROPN
fis-5347	151	3			PROPN
fis-5347	151	4	n	n	PROPN
fis-5347	151	5	cu	cu	PROPN
fis-5347	151	6	g	g	PROPN
fis-5347	151	7	st	st	PROPN
fis-5347	151	8	f	f	PROPN
fis-5347	151	9	y	y	PROPN
fis-5347	151	10	st	st	PROPN
fis-5347	151	11	f	f	PROPN
fis-5347	151	12	fp	fp	PROPN
fis-5347	151	13	f	f	PROPN
fis-5347	151	14	a	a	PRON
fis-5347	151	15	a	a	PRON
fis-5347	151	16	a	a	DET
fis-5347	151	17	f	f	NOUN
fis-5347	151	18	a	a	DET
fis-5347	151	19	f	f	PROPN
fis-5347	151	20	a0.67	a0.67	PROPN
fis-5347	151	21	  	  	SPACE
fis-5347	151	22	0.65	0.65	NUM
fis-5347	151	23	.	.	PUNCT
fis-5347	152	1	(	(	PUNCT
fis-5347	152	2	11	11	NUM
fis-5347	152	3	)	)	PUNCT
fis-5347	152	4	t	t	NOUN
fis-5347	152	5	m.	m.	NOUN
fis-5347	152	6	a.	a.	PROPN
fis-5347	152	7	m.	m.	PROPN
fis-5347	152	8	khalil	khalil	PROPN
fis-5347	152	9	,	,	PUNCT
fis-5347	152	10	fracture	fracture	PROPN
fis-5347	152	11	and	and	CCONJ
fis-5347	152	12	structural	structural	ADJ
fis-5347	152	13	integrity	integrity	NOUN
fis-5347	152	14	,	,	PUNCT
fis-5347	152	15	72	72	NUM
fis-5347	152	16	(	(	PUNCT
fis-5347	152	17	2025	2025	NUM
fis-5347	152	18	)	)	PUNCT
fis-5347	152	19	263	263	NUM
fis-5347	152	20	-	-	SYM
fis-5347	152	21	279	279	NUM
fis-5347	152	22	;	;	PUNCT
fis-5347	152	23	doi	doi	NOUN
fis-5347	152	24	:	:	PUNCT
fis-5347	152	25	10.3221	10.3221	NUM
fis-5347	152	26	/	/	SYM
fis-5347	152	27	igf	igf	PROPN
fis-5347	152	28	-	-	PUNCT
fis-5347	152	29	esis.72.19	esis.72.19	PROPN
fis-5347	152	30	272	272	NUM
fis-5347	152	31	a	a	DET
fis-5347	152	32			NOUN
fis-5347	152	33			NOUN
fis-5347	152	34			PROPN
fis-5347	152	35			PROPN
fis-5347	152	36			PROPN
fis-5347	152	37	n	n	PROPN
fis-5347	152	38	c	c	PROPN
fis-5347	152	39	g	g	PROPN
fis-5347	152	40	st	st	PROPN
fis-5347	152	41	f	f	PROPN
fis-5347	152	42	y	y	PROPN
fis-5347	152	43	st	st	PROPN
fis-5347	153	1	f	f	PROPN
fis-5347	153	2	fp	fp	PROPN
fis-5347	153	3	f	f	PROPN
fis-5347	153	4	a	a	DET
fis-5347	153	5	a	a	DET
fis-5347	153	6	a	a	DET
fis-5347	153	7	f	f	NOUN
fis-5347	153	8	a	a	DET
fis-5347	153	9	f	f	NOUN
fis-5347	153	10	a'0.85	a'0.85	PROPN
fis-5347	153	11	    	    	SPACE
fis-5347	153	12	0.65	0.65	NUM
fis-5347	153	13	(	(	PUNCT
fis-5347	153	14	12	12	NUM
fis-5347	153	15	)	)	PUNCT
fis-5347	153	16	eurocode	eurocode	NOUN
fis-5347	153	17			PROPN
fis-5347	153	18			PUNCT
fis-5347	153	19			PROPN
fis-5347	153	20			PROPN
fis-5347	153	21			PROPN
fis-5347	153	22	n	n	PROPN
fis-5347	154	1	c	c	PROPN
fis-5347	154	2	g	g	PROPN
fis-5347	154	3	st	st	PROPN
fis-5347	154	4	f	f	PROPN
fis-5347	154	5	y	y	PROPN
fis-5347	154	6	st	st	PROPN
fis-5347	154	7	f	f	PROPN
fis-5347	154	8	fp	fp	PROPN
fis-5347	154	9	f	f	PROPN
fis-5347	154	10	a	a	DET
fis-5347	154	11	a	a	DET
fis-5347	154	12	a	a	DET
fis-5347	154	13	f	f	NOUN
fis-5347	154	14	a	a	DET
fis-5347	154	15	f	f	PROPN
fis-5347	154	16	a	a	PRON
fis-5347	154	17	'	'	NOUN
fis-5347	154	18	      	      	SPACE
fis-5347	154	19	0.65	0.65	NUM
fis-5347	154	20	(	(	PUNCT
fis-5347	154	21	13	13	NUM
fis-5347	154	22	)	)	PUNCT
fis-5347	154	23	c	c	NOUN
fis-5347	154	24			NOUN
fis-5347	154	25			PUNCT
fis-5347	154	26			PROPN
fis-5347	154	27			PROPN
fis-5347	154	28			PROPN
fis-5347	154	29			ADV
fis-5347	154	30	n	n	PROPN
fis-5347	155	1	c	c	PROPN
fis-5347	155	2	c	c	PROPN
fis-5347	155	3	g	g	PROPN
fis-5347	155	4	st	st	PROPN
fis-5347	156	1	f	f	PROPN
fis-5347	156	2	s	s	PROPN
fis-5347	156	3	y	y	PROPN
fis-5347	156	4	st	st	PROPN
fis-5347	156	5	f	f	PROPN
fis-5347	156	6	fp	fp	PROPN
fis-5347	156	7	a	a	DET
fis-5347	156	8	f	f	PROPN
fis-5347	156	9	a	a	DET
fis-5347	156	10	a	a	DET
fis-5347	156	11	a	a	DET
fis-5347	156	12	f	f	NOUN
fis-5347	156	13	a	a	DET
fis-5347	156	14	f	f	PROPN
fis-5347	156	15	a	a	PRON
fis-5347	156	16	'	'	PUNCT
fis-5347	156	17	1	1	NUM
fis-5347	156	18	      	      	SPACE
fis-5347	156	19	0.65	0.65	NUM
fis-5347	156	20	(	(	PUNCT
fis-5347	156	21	14	14	NUM
fis-5347	156	22	)	)	PUNCT
fis-5347	156	23	the	the	DET
fis-5347	156	24	reinforced	reinforce	VERB
fis-5347	156	25	concrete	concrete	ADJ
fis-5347	156	26	columns	column	NOUN
fis-5347	156	27	exposed	expose	VERB
fis-5347	156	28	to	to	ADP
fis-5347	156	29	fire	fire	NOUN
fis-5347	156	30	at	at	ADP
fis-5347	156	31	500	500	NUM
fis-5347	156	32	degrees	degree	NOUN
fis-5347	156	33	,	,	PUNCT
fis-5347	156	34	according	accord	VERB
fis-5347	156	35	to	to	PART
fis-5347	156	36	eurocode	eurocode	VERB
fis-5347	156	37	1991	1991	NUM
fis-5347	156	38	-	-	SYM
fis-5347	156	39	1	1	NUM
fis-5347	156	40	-	-	SYM
fis-5347	156	41	2	2	NUM
fis-5347	156	42	,	,	PUNCT
fis-5347	156	43	section	section	NOUN
fis-5347	156	44	3	3	NUM
fis-5347	156	45	[	[	X
fis-5347	156	46	16	16	NUM
fis-5347	156	47	]	]	PUNCT
fis-5347	156	48	,	,	PUNCT
fis-5347	156	49	ruire	ruire	VERB
fis-5347	156	50	the	the	DET
fis-5347	156	51	application	application	NOUN
fis-5347	156	52	of	of	ADP
fis-5347	156	53	reduction	reduction	NOUN
fis-5347	156	54	factors	factor	NOUN
fis-5347	156	55	kc	kc	PROPN
fis-5347	156	56	,	,	PUNCT
fis-5347	156	57	θ	θ	PROPN
fis-5347	156	58	,	,	PUNCT
fis-5347	156	59	and	and	CCONJ
fis-5347	156	60	ky	ky	PROPN
fis-5347	156	61	,	,	PUNCT
fis-5347	156	62	θ	θ	PROPN
fis-5347	156	63	,	,	PUNCT
fis-5347	156	64	to	to	ADP
fis-5347	156	65	to	to	ADP
fis-5347	156	66	the	the	DET
fis-5347	156	67	compressive	compressive	ADJ
fis-5347	156	68	strength	strength	NOUN
fis-5347	156	69	of	of	ADP
fis-5347	156	70	concrete	concrete	NOUN
fis-5347	156	71	and	and	CCONJ
fis-5347	156	72	the	the	DET
fis-5347	156	73	yield	yield	NOUN
fis-5347	156	74	strength	strength	NOUN
fis-5347	156	75	of	of	ADP
fis-5347	156	76	steel	steel	NOUN
fis-5347	156	77	,	,	PUNCT
fis-5347	156	78	respectively	respectively	ADV
fis-5347	156	79	.	.	PUNCT
fis-5347	157	1	for	for	ADP
fis-5347	157	2	conventional	conventional	ADJ
fis-5347	157	3	reinforced	reinforce	VERB
fis-5347	157	4	concrete	concrete	ADJ
fis-5347	157	5	columns	column	NOUN
fis-5347	157	6	,	,	PUNCT
fis-5347	157	7	these	these	DET
fis-5347	157	8	reduction	reduction	NOUN
fis-5347	157	9	factors	factor	NOUN
fis-5347	157	10	are	be	AUX
fis-5347	157	11	0.74	0.74	NUM
fis-5347	157	12	for	for	ADP
fis-5347	157	13	concrete	concrete	NOUN
fis-5347	157	14	and	and	CCONJ
fis-5347	157	15	0.78	0.78	NUM
fis-5347	157	16	for	for	ADP
fis-5347	157	17	steel	steel	NOUN
fis-5347	157	18	.	.	PUNCT
fis-5347	158	1	these	these	DET
fis-5347	158	2	reduction	reduction	NOUN
fis-5347	158	3	factors	factor	NOUN
fis-5347	158	4	can	can	AUX
fis-5347	158	5	also	also	ADV
fis-5347	158	6	be	be	AUX
fis-5347	158	7	applied	apply	VERB
fis-5347	158	8	to	to	ADP
fis-5347	158	9	composite	composite	ADJ
fis-5347	158	10	columns	column	NOUN
fis-5347	158	11	.	.	PUNCT
fis-5347	159	1	however	however	ADV
fis-5347	159	2	,	,	PUNCT
fis-5347	159	3	the	the	DET
fis-5347	159	4	resistance	resistance	NOUN
fis-5347	159	5	of	of	ADP
fis-5347	159	6	gfrp	gfrp	PROPN
fis-5347	159	7	should	should	AUX
fis-5347	159	8	be	be	AUX
fis-5347	159	9	neglected	neglect	VERB
fis-5347	159	10	due	due	ADP
fis-5347	159	11	to	to	ADP
fis-5347	159	12	the	the	DET
fis-5347	159	13	melting	melting	NOUN
fis-5347	159	14	of	of	ADP
fis-5347	159	15	the	the	DET
fis-5347	159	16	organic	organic	ADJ
fis-5347	159	17	resin	resin	NOUN
fis-5347	159	18	matrix	matrix	NOUN
fis-5347	159	19	used	use	VERB
fis-5347	159	20	in	in	ADP
fis-5347	159	21	gfrp	gfrp	PROPN
fis-5347	159	22	compounds	compound	NOUN
fis-5347	159	23	at	at	ADP
fis-5347	159	24	high	high	ADJ
fis-5347	159	25	temperatures	temperature	NOUN
fis-5347	159	26	.	.	PUNCT
fis-5347	160	1	specimens	specimens	PROPN
fis-5347	160	2	code	code	PROPN
fis-5347	160	3	maximum	maximum	ADJ
fis-5347	160	4	load	load	NOUN
fis-5347	160	5	(	(	PUNCT
fis-5347	160	6	kn	kn	PROPN
fis-5347	160	7	)	)	PUNCT
fis-5347	160	8	.theo	.theo	PROPN
fis-5347	160	9	.	.	PUNCT
fis-5347	161	1	/	/	SYM
fis-5347	161	2	pexpp	pexpp	ADJ
fis-5347	161	3	pexp	pexp	PROPN
fis-5347	161	4	.	.	PUNCT
fis-5347	162	1	pecp	pecp	PROPN
fis-5347	162	2	&	&	CCONJ
fis-5347	162	3	bs	bs	PROPN
fis-5347	162	4	paci	paci	PROPN
fis-5347	162	5	.	.	PUNCT
fis-5347	163	1	peur	peur	PROPN
fis-5347	163	2	.	.	PUNCT
fis-5347	163	3	pcsa	pcsa	PROPN
fis-5347	163	4	.	.	PUNCT
fis-5347	164	1	ecp	ecp	PROPN
fis-5347	164	2	&	&	CCONJ
fis-5347	164	3	bs	bs	PROPN
fis-5347	164	4	aci	aci	PROPN
fis-5347	164	5	eur	eur	PROPN
fis-5347	164	6	csa	csa	PROPN
fis-5347	164	7	rcc	rcc	PROPN
fis-5347	164	8	1052.90	1052.90	NUM
fis-5347	164	9	1043.04	1043.04	NUM
fis-5347	164	10	1055.55	1055.55	NUM
fis-5347	164	11	1129.69	1129.69	NUM
fis-5347	164	12	1005.50	1005.50	NUM
fis-5347	164	13	1.01	1.01	NUM
fis-5347	164	14	1.00	1.00	NUM
fis-5347	164	15	0.93	0.93	NUM
fis-5347	164	16	1.05	1.05	NUM
fis-5347	164	17	rccgi	rccgi	PROPN
fis-5347	164	18	-	-	PUNCT
fis-5347	164	19	c	c	PROPN
fis-5347	164	20	1234.30	1234.30	NUM
fis-5347	164	21	1232.74	1232.74	NUM
fis-5347	164	22	1243.74	1243.74	NUM
fis-5347	164	23	1299.72	1299.72	NUM
fis-5347	164	24	1199.75	1199.75	NUM
fis-5347	164	25	1.00	1.00	NUM
fis-5347	164	26	0.99	0.99	NUM
fis-5347	164	27	0.95	0.95	NUM
fis-5347	164	28	1.03	1.03	NUM
fis-5347	164	29	rcc	rcc	PROPN
fis-5347	164	30	-	-	PUNCT
fis-5347	164	31	f	f	PROPN
fis-5347	164	32	900.71	900.71	NUM
fis-5347	164	33	------------841.12	------------841.12	NUM
fis-5347	164	34	------------------1.07	------------------1.07	PUNCT
fis-5347	164	35	-----	-----	PUNCT
fis-5347	164	36	rccgi	rccgi	PROPN
fis-5347	164	37	-	-	PUNCT
fis-5347	164	38	c	c	PROPN
fis-5347	164	39	-	-	PUNCT
fis-5347	164	40	f	f	PROPN
fis-5347	164	41	746.99	746.99	NUM
fis-5347	164	42	--------------751.54	--------------751.54	PROPN
fis-5347	164	43	---------------------0.99	---------------------0.99	NOUN
fis-5347	164	44	-----	-----	PUNCT
fis-5347	164	45	table	table	NOUN
fis-5347	164	46	5	5	NUM
fis-5347	164	47	:	:	PUNCT
fis-5347	164	48	comparison	comparison	NOUN
fis-5347	164	49	between	between	ADP
fis-5347	164	50	experimental	experimental	ADJ
fis-5347	164	51	and	and	CCONJ
fis-5347	164	52	theoretical	theoretical	ADJ
fis-5347	164	53	results	result	NOUN
fis-5347	164	54	of	of	ADP
fis-5347	164	55	composite	composite	ADJ
fis-5347	164	56	columns	column	NOUN
fis-5347	164	57	.	.	PUNCT
fis-5347	165	1	the	the	DET
fis-5347	165	2	theoretical	theoretical	ADJ
fis-5347	165	3	calculations	calculation	NOUN
fis-5347	165	4	and	and	CCONJ
fis-5347	165	5	the	the	DET
fis-5347	165	6	accuracy	accuracy	NOUN
fis-5347	165	7	of	of	ADP
fis-5347	165	8	the	the	DET
fis-5347	165	9	proposed	propose	VERB
fis-5347	165	10	equation	equation	NOUN
fis-5347	165	11	based	base	VERB
fis-5347	165	12	on	on	ADP
fis-5347	165	13	different	different	ADJ
fis-5347	165	14	codes	code	NOUN
fis-5347	165	15	were	be	AUX
fis-5347	165	16	able	able	ADJ
fis-5347	165	17	to	to	PART
fis-5347	165	18	accurately	accurately	ADV
fis-5347	165	19	predict	predict	VERB
fis-5347	165	20	the	the	DET
fis-5347	165	21	load	load	NOUN
fis-5347	165	22	-	-	PUNCT
fis-5347	165	23	carrying	carry	VERB
fis-5347	165	24	capacity	capacity	NOUN
fis-5347	165	25	of	of	ADP
fis-5347	165	26	composite	composite	ADJ
fis-5347	165	27	columns	column	NOUN
fis-5347	165	28	under	under	ADP
fis-5347	165	29	vertical	vertical	ADJ
fis-5347	165	30	load	load	NOUN
fis-5347	165	31	.	.	PUNCT
fis-5347	166	1	numerical	numerical	ADJ
fis-5347	166	2	analysis	analysis	NOUN
fis-5347	166	3	he	he	PRON
fis-5347	166	4	non	non	ADJ
fis-5347	166	5	-	-	ADJ
fis-5347	166	6	linear	linear	ADJ
fis-5347	166	7	finite	finite	ADJ
fis-5347	166	8	element	element	NOUN
fis-5347	166	9	analysis	analysis	NOUN
fis-5347	166	10	method	method	NOUN
fis-5347	166	11	,	,	PUNCT
fis-5347	166	12	as	as	ADV
fis-5347	166	13	well	well	ADV
fis-5347	166	14	as	as	ADP
fis-5347	166	15	,	,	PUNCT
fis-5347	166	16	the	the	DET
fis-5347	166	17	finite	finite	ADJ
fis-5347	166	18	element	element	NOUN
fis-5347	166	19	analysis	analysis	NOUN
fis-5347	166	20	by	by	ADP
fis-5347	166	21	using	use	VERB
fis-5347	166	22	ansys	ansys	PROPN
fis-5347	166	23	(	(	PUNCT
fis-5347	166	24	r19	r19	PROPN
fis-5347	166	25	)	)	PUNCT
fis-5347	166	26	was	be	AUX
fis-5347	166	27	considered	consider	VERB
fis-5347	166	28	.	.	PUNCT
fis-5347	167	1	the	the	DET
fis-5347	167	2	columns	column	NOUN
fis-5347	167	3	exhibited	exhibit	VERB
fis-5347	167	4	non	non	ADJ
fis-5347	167	5	-	-	ADJ
fis-5347	167	6	linear	linear	ADJ
fis-5347	167	7	behavior	behavior	NOUN
fis-5347	167	8	primarily	primarily	ADV
fis-5347	167	9	due	due	ADP
fis-5347	167	10	to	to	ADP
fis-5347	167	11	the	the	DET
fis-5347	167	12	inherent	inherent	ADJ
fis-5347	167	13	nonlinear	nonlinear	ADJ
fis-5347	167	14	material	material	NOUN
fis-5347	167	15	,	,	PUNCT
fis-5347	167	16	elastic	elastic	ADJ
fis-5347	167	17	-	-	PUNCT
fis-5347	167	18	plastic	plastic	NOUN
fis-5347	167	19	behavior	behavior	NOUN
fis-5347	167	20	of	of	ADP
fis-5347	167	21	the	the	DET
fis-5347	167	22	steel	steel	NOUN
fis-5347	167	23	reinforcement	reinforcement	NOUN
fis-5347	167	24	bars	bar	NOUN
fis-5347	167	25	and	and	CCONJ
fis-5347	167	26	the	the	DET
fis-5347	167	27	linear	linear	ADJ
fis-5347	167	28	-	-	PUNCT
fis-5347	167	29	pseudo	pseudo	NOUN
fis-5347	167	30	plastic	plastic	NOUN
fis-5347	167	31	and	and	CCONJ
fis-5347	167	32	brittle	brittle	ADJ
fis-5347	167	33	behavior	behavior	NOUN
fis-5347	167	34	of	of	ADP
fis-5347	167	35	the	the	DET
fis-5347	167	36	concrete	concrete	NOUN
fis-5347	167	37	.	.	PUNCT
fis-5347	168	1	this	this	DET
fis-5347	168	2	analysis	analysis	NOUN
fis-5347	168	3	method	method	NOUN
fis-5347	168	4	is	be	AUX
fis-5347	168	5	currently	currently	ADV
fis-5347	168	6	regarded	regard	VERB
fis-5347	168	7	as	as	ADP
fis-5347	168	8	the	the	DET
fis-5347	168	9	state	state	NOUN
fis-5347	168	10	-	-	PUNCT
fis-5347	168	11	of	of	ADP
fis-5347	168	12	-	-	PUNCT
fis-5347	168	13	the	the	DET
fis-5347	168	14	art	art	NOUN
fis-5347	168	15	for	for	ADP
fis-5347	168	16	analyzing	analyze	VERB
fis-5347	168	17	reinforced	reinforce	VERB
fis-5347	168	18	concrete	concrete	ADJ
fis-5347	168	19	structures	structure	NOUN
fis-5347	168	20	.	.	PUNCT
fis-5347	169	1	however	however	ADV
fis-5347	169	2	,	,	PUNCT
fis-5347	169	3	the	the	DET
fis-5347	169	4	use	use	NOUN
fis-5347	169	5	of	of	ADP
fis-5347	169	6	this	this	DET
fis-5347	169	7	sophisticated	sophisticated	ADJ
fis-5347	169	8	tool	tool	NOUN
fis-5347	169	9	is	be	AUX
fis-5347	169	10	complicated	complicate	VERB
fis-5347	169	11	by	by	ADP
fis-5347	169	12	the	the	DET
fis-5347	169	13	need	need	NOUN
fis-5347	169	14	to	to	PART
fis-5347	169	15	select	select	VERB
fis-5347	169	16	several	several	ADJ
fis-5347	169	17	control	control	NOUN
fis-5347	169	18	parameters	parameter	NOUN
fis-5347	169	19	,	,	PUNCT
fis-5347	169	20	which	which	PRON
fis-5347	169	21	are	be	AUX
fis-5347	169	22	typically	typically	ADV
fis-5347	169	23	chosen	choose	VERB
fis-5347	169	24	based	base	VERB
fis-5347	169	25	on	on	ADP
fis-5347	169	26	prior	prior	ADJ
fis-5347	169	27	experience	experience	NOUN
fis-5347	169	28	in	in	ADP
fis-5347	169	29	finite	finite	ADJ
fis-5347	169	30	element	element	NOUN
fis-5347	169	31	results	result	NOUN
fis-5347	169	32	with	with	ADP
fis-5347	169	33	experimental	experimental	ADJ
fis-5347	169	34	data	datum	NOUN
fis-5347	169	35	from	from	ADP
fis-5347	169	36	similar	similar	ADJ
fis-5347	169	37	structures	structure	NOUN
fis-5347	169	38	.	.	PUNCT
fis-5347	170	1	in	in	ADP
fis-5347	170	2	addition	addition	NOUN
fis-5347	170	3	to	to	ADP
fis-5347	170	4	replicating	replicate	VERB
fis-5347	170	5	the	the	DET
fis-5347	170	6	behavior	behavior	NOUN
fis-5347	170	7	of	of	ADP
fis-5347	170	8	the	the	DET
fis-5347	170	9	tested	test	VERB
fis-5347	170	10	columns	column	NOUN
fis-5347	170	11	without	without	ADP
fis-5347	170	12	fire	fire	NOUN
fis-5347	170	13	exposure	exposure	NOUN
fis-5347	170	14	,	,	PUNCT
fis-5347	170	15	the	the	DET
fis-5347	170	16	non	non	ADJ
fis-5347	170	17	-	-	ADJ
fis-5347	170	18	linear	linear	ADJ
fis-5347	170	19	analyses	analysis	NOUN
fis-5347	170	20	were	be	AUX
fis-5347	170	21	conducted	conduct	VERB
fis-5347	170	22	to	to	PART
fis-5347	170	23	study	study	VERB
fis-5347	170	24	the	the	DET
fis-5347	170	25	effects	effect	NOUN
fis-5347	170	26	of	of	ADP
fis-5347	170	27	the	the	DET
fis-5347	170	28	concrete	concrete	ADJ
fis-5347	170	29	compressive	compressive	ADJ
fis-5347	170	30	strength	strength	NOUN
fis-5347	170	31	,	,	PUNCT
fis-5347	170	32	steel	steel	NOUN
fis-5347	170	33	yield	yield	NOUN
fis-5347	170	34	strength	strength	NOUN
fis-5347	170	35	,	,	PUNCT
fis-5347	170	36	reinforcement	reinforcement	NOUN
fis-5347	170	37	ratio	ratio	NOUN
fis-5347	170	38	,	,	PUNCT
fis-5347	170	39	and	and	CCONJ
fis-5347	170	40	of	of	ADP
fis-5347	170	41	the	the	DET
fis-5347	170	42	gfrp	gfrp	PROPN
fis-5347	170	43	ratio	ratio	NOUN
fis-5347	170	44	in	in	ADP
fis-5347	170	45	the	the	DET
fis-5347	170	46	composite	composite	ADJ
fis-5347	170	47	columns	column	NOUN
fis-5347	170	48	.	.	PUNCT
fis-5347	171	1	the	the	DET
fis-5347	171	2	analysis	analysis	NOUN
fis-5347	171	3	was	be	AUX
fis-5347	171	4	performed	perform	VERB
fis-5347	171	5	using	use	VERB
fis-5347	171	6	the	the	DET
fis-5347	171	7	finite	finite	ADJ
fis-5347	171	8	element	element	NOUN
fis-5347	171	9	package	package	NOUN
fis-5347	171	10	ansys	ansys	PROPN
fis-5347	172	1	[	[	X
fis-5347	172	2	18	18	NUM
fis-5347	172	3	]	]	PUNCT
fis-5347	172	4	.	.	PUNCT
fis-5347	173	1	a	a	DET
fis-5347	173	2	)	)	PUNCT
fis-5347	173	3	link	link	NOUN
fis-5347	173	4	elements	element	NOUN
fis-5347	173	5	for	for	ADP
fis-5347	173	6	steel	steel	NOUN
fis-5347	173	7	bars	bar	NOUN
fis-5347	173	8	and	and	CCONJ
fis-5347	173	9	gfrp	gfrp	PROPN
fis-5347	173	10	i	i	PROPN
fis-5347	173	11	-	-	PUNCT
fis-5347	173	12	section	section	NOUN
fis-5347	173	13	b	b	NOUN
fis-5347	173	14	)	)	PUNCT
fis-5347	173	15	solid	solid	ADJ
fis-5347	173	16	elements	element	NOUN
fis-5347	173	17	for	for	ADP
fis-5347	173	18	concrete	concrete	ADJ
fis-5347	173	19	&	&	CCONJ
fis-5347	173	20	steel	steel	NOUN
fis-5347	173	21	plates	plate	NOUN
fis-5347	173	22	figure	figure	VERB
fis-5347	173	23	10	10	NUM
fis-5347	173	24	:	:	PUNCT
fis-5347	173	25	the	the	DET
fis-5347	173	26	model	model	NOUN
fis-5347	173	27	of	of	ADP
fis-5347	173	28	the	the	DET
fis-5347	173	29	column	column	NOUN
fis-5347	173	30	used	use	VERB
fis-5347	173	31	in	in	ADP
fis-5347	173	32	the	the	DET
fis-5347	173	33	nonlinear	nonlinear	ADJ
fis-5347	173	34	analysis	analysis	NOUN
fis-5347	173	35	.	.	PUNCT
fis-5347	174	1	t	t	PROPN
fis-5347	174	2	m.	m.	NOUN
fis-5347	174	3	a.	a.	PROPN
fis-5347	174	4	m.	m.	PROPN
fis-5347	174	5	khalil	khalil	PROPN
fis-5347	174	6	,	,	PUNCT
fis-5347	174	7	fracture	fracture	PROPN
fis-5347	174	8	and	and	CCONJ
fis-5347	174	9	structural	structural	ADJ
fis-5347	174	10	integrity	integrity	NOUN
fis-5347	174	11	,	,	PUNCT
fis-5347	174	12	72	72	NUM
fis-5347	174	13	(	(	PUNCT
fis-5347	174	14	2025	2025	NUM
fis-5347	174	15	)	)	PUNCT
fis-5347	174	16	263	263	NUM
fis-5347	174	17	-	-	SYM
fis-5347	174	18	279	279	NUM
fis-5347	174	19	;	;	PUNCT
fis-5347	174	20	doi	doi	NOUN
fis-5347	174	21	:	:	PUNCT
fis-5347	174	22	10.3221	10.3221	NUM
fis-5347	174	23	/	/	SYM
fis-5347	174	24	igf	igf	PROPN
fis-5347	174	25	-	-	PUNCT
fis-5347	174	26	esis.72.19	esis.72.19	PROPN
fis-5347	174	27	273	273	NUM
fis-5347	174	28	modeling	model	VERB
fis-5347	174	29	the	the	DET
fis-5347	174	30	solid	solid	ADJ
fis-5347	174	31	element	element	NOUN
fis-5347	174	32	solid65	solid65	NOUN
fis-5347	174	33	was	be	AUX
fis-5347	174	34	used	use	VERB
fis-5347	174	35	to	to	PART
fis-5347	174	36	model	model	VERB
fis-5347	174	37	the	the	DET
fis-5347	174	38	concrete	concrete	NOUN
fis-5347	174	39	,	,	PUNCT
fis-5347	174	40	while	while	SCONJ
fis-5347	174	41	the	the	DET
fis-5347	174	42	3d	3d	PROPN
fis-5347	174	43	spar	spar	NOUN
fis-5347	174	44	link180	link180	PROPN
fis-5347	174	45	element	element	NOUN
fis-5347	174	46	was	be	AUX
fis-5347	174	47	used	use	VERB
fis-5347	174	48	to	to	PART
fis-5347	174	49	model	model	VERB
fis-5347	174	50	the	the	DET
fis-5347	174	51	steel	steel	NOUN
fis-5347	174	52	bars	bar	NOUN
fis-5347	174	53	.	.	PUNCT
fis-5347	175	1	the	the	DET
fis-5347	175	2	solid	solid	ADJ
fis-5347	175	3	element	element	NOUN
fis-5347	175	4	solid185	solid185	PRON
fis-5347	175	5	was	be	AUX
fis-5347	175	6	utilized	utilize	VERB
fis-5347	175	7	to	to	PART
fis-5347	175	8	model	model	VERB
fis-5347	175	9	the	the	DET
fis-5347	175	10	gfrp	gfrp	PROPN
fis-5347	175	11	i	i	PROPN
fis-5347	175	12	-	-	PUNCT
fis-5347	175	13	section	section	NOUN
fis-5347	175	14	and	and	CCONJ
fis-5347	175	15	steel	steel	NOUN
fis-5347	175	16	plates	plate	NOUN
fis-5347	175	17	at	at	ADP
fis-5347	175	18	the	the	DET
fis-5347	175	19	column	column	NOUN
fis-5347	175	20	supports	support	VERB
fis-5347	175	21	.	.	PUNCT
fis-5347	176	1	the	the	DET
fis-5347	176	2	model	model	NOUN
fis-5347	176	3	of	of	ADP
fis-5347	176	4	the	the	DET
fis-5347	176	5	verification	verification	NOUN
fis-5347	176	6	column	column	NOUN
fis-5347	176	7	is	be	AUX
fis-5347	176	8	shown	show	VERB
fis-5347	176	9	in	in	ADP
fis-5347	176	10	fig	fig	NOUN
fis-5347	176	11	.	.	PUNCT
fis-5347	177	1	10	10	NUM
fis-5347	177	2	.	.	PUNCT
fis-5347	177	3	material	material	NOUN
fis-5347	177	4	properties	property	NOUN
fis-5347	177	5	eqn	eqn	VERB
fis-5347	177	6	.	.	PUNCT
fis-5347	178	1	(	(	PUNCT
fis-5347	178	2	1	1	NUM
fis-5347	178	3	)	)	PUNCT
fis-5347	178	4	,	,	PUNCT
fis-5347	178	5	proposed	propose	VERB
fis-5347	178	6	by	by	ADP
fis-5347	178	7	macgregor	macgregor	PROPN
fis-5347	179	1	[	[	X
fis-5347	179	2	19	19	NUM
fis-5347	179	3	]	]	PUNCT
fis-5347	179	4	,	,	PUNCT
fis-5347	179	5	is	be	AUX
fis-5347	179	6	used	use	VERB
fis-5347	179	7	to	to	PART
fis-5347	179	8	represent	represent	VERB
fis-5347	179	9	the	the	DET
fis-5347	179	10	uniaxial	uniaxial	ADJ
fis-5347	179	11	compressive	compressive	ADJ
fis-5347	179	12	stress	stress	NOUN
fis-5347	179	13	-	-	PUNCT
fis-5347	179	14	strain	strain	NOUN
fis-5347	179	15	relationship	relationship	NOUN
fis-5347	179	16	for	for	ADP
fis-5347	179	17	concrete	concrete	NOUN
fis-5347	179	18	.	.	PUNCT
fis-5347	180	1			PROPN
fis-5347	180	2			PROPN
fis-5347	180	3			PROPN
fis-5347	180	4			NUM
fis-5347	180	5			NOUN
fis-5347	180	6			PROPN
fis-5347	180	7			PROPN
fis-5347	180	8			PROPN
fis-5347	180	9			PROPN
fis-5347	181	1			ADJ
fis-5347	181	2			NOUN
fis-5347	181	3	c	c	AUX
fis-5347	181	4	o	o	NOUN
fis-5347	181	5	e	e	NOUN
fis-5347	181	6	f	f	PROPN
fis-5347	181	7	2	2	NUM
fis-5347	181	8	1	1	NUM
fis-5347	181	9	(	(	PUNCT
fis-5347	181	10	15	15	NUM
fis-5347	181	11	)	)	PUNCT
fis-5347	181	12	this	this	DET
fis-5347	181	13	equation	equation	NOUN
fis-5347	181	14	has	have	AUX
fis-5347	181	15	been	be	AUX
fis-5347	181	16	used	use	VERB
fis-5347	181	17	to	to	PART
fis-5347	181	18	plot	plot	VERB
fis-5347	181	19	the	the	DET
fis-5347	181	20	multi	multi	ADJ
fis-5347	181	21	-	-	ADJ
fis-5347	181	22	linear	linear	ADJ
fis-5347	181	23	isotropic	isotropic	ADJ
fis-5347	181	24	stress	stress	NOUN
fis-5347	181	25	-	-	PUNCT
fis-5347	181	26	strain	strain	NOUN
fis-5347	181	27	curve	curve	NOUN
fis-5347	181	28	for	for	ADP
fis-5347	181	29	concrete	concrete	NOUN
fis-5347	181	30	from	from	ADP
fis-5347	181	31	0.3fc	0.3fc	PROPN
fis-5347	181	32	'	'	PUNCT
fis-5347	181	33	to	to	ADP
fis-5347	181	34	the	the	DET
fis-5347	181	35	ultimate	ultimate	ADJ
fis-5347	181	36	compressive	compressive	ADJ
fis-5347	181	37	strength	strength	NOUN
fis-5347	181	38	,	,	PUNCT
fis-5347	181	39	0.3fc'.the	0.3fc'.the	DET
fis-5347	181	40	elastic	elastic	ADJ
fis-5347	181	41	modulus	modulus	NOUN
fis-5347	181	42	is	be	AUX
fis-5347	181	43	defined	define	VERB
fis-5347	181	44	as	as	ADP
fis-5347	181	45	0.3fc	0.3fc	PROPN
fis-5347	181	46	'	'	PUNCT
fis-5347	181	47	,	,	PUNCT
fis-5347	181	48	and	and	CCONJ
fis-5347	181	49	calculated	calculate	VERB
fis-5347	181	50	in	in	ADP
fis-5347	181	51	the	the	DET
fis-5347	181	52	linear	linear	ADJ
fis-5347	181	53	region	region	NOUN
fis-5347	181	54	.	.	PUNCT
fis-5347	182	1	the	the	DET
fis-5347	182	2	elastic	elastic	ADJ
fis-5347	182	3	-	-	PUNCT
fis-5347	182	4	plastic	plastic	NOUN
fis-5347	182	5	uniaxial	uniaxial	ADJ
fis-5347	182	6	stress	stress	NOUN
fis-5347	182	7	-	-	PUNCT
fis-5347	182	8	strain	strain	NOUN
fis-5347	182	9	model	model	NOUN
fis-5347	182	10	was	be	AUX
fis-5347	182	11	used	use	VERB
fis-5347	182	12	to	to	PART
fis-5347	182	13	model	model	VERB
fis-5347	182	14	reinforcing	reinforce	VERB
fis-5347	182	15	steel	steel	NOUN
fis-5347	182	16	.	.	PUNCT
fis-5347	183	1	additionally	additionally	ADV
fis-5347	183	2	,	,	PUNCT
fis-5347	183	3	the	the	DET
fis-5347	183	4	modulus	modulus	NOUN
fis-5347	183	5	of	of	ADP
fis-5347	183	6	elasticity	elasticity	NOUN
fis-5347	183	7	and	and	CCONJ
fis-5347	183	8	the	the	DET
fis-5347	183	9	tensile	tensile	NOUN
fis-5347	183	10	strength	strength	NOUN
fis-5347	183	11	of	of	ADP
fis-5347	183	12	concrete	concrete	NOUN
fis-5347	183	13	were	be	AUX
fis-5347	183	14	calculated	calculate	VERB
fis-5347	183	15	using	use	VERB
fis-5347	183	16	the	the	DET
fis-5347	183	17	same	same	ADJ
fis-5347	183	18	specifications	specification	NOUN
fis-5347	183	19	.	.	PUNCT
fis-5347	184	1	the	the	DET
fis-5347	184	2	stress	stress	NOUN
fis-5347	184	3	-	-	PUNCT
fis-5347	184	4	strain	strain	NOUN
fis-5347	184	5	curves	curve	NOUN
fis-5347	184	6	of	of	ADP
fis-5347	184	7	steel	steel	NOUN
fis-5347	184	8	bars	bar	NOUN
fis-5347	184	9	were	be	AUX
fis-5347	184	10	presented	present	VERB
fis-5347	184	11	according	accord	VERB
fis-5347	184	12	to	to	ADP
fis-5347	184	13	the	the	DET
fis-5347	184	14	ecp	ecp	NOUN
fis-5347	184	15	203	203	NUM
fis-5347	184	16	code	code	NOUN
fis-5347	184	17	of	of	ADP
fis-5347	184	18	practice	practice	NOUN
fis-5347	184	19	[	[	X
fis-5347	184	20	13	13	NUM
fis-5347	184	21	]	]	PUNCT
fis-5347	184	22	.	.	PUNCT
fis-5347	185	1	the	the	DET
fis-5347	185	2	gfrp	gfrp	PROPN
fis-5347	185	3	was	be	AUX
fis-5347	185	4	assumed	assume	VERB
fis-5347	185	5	to	to	PART
fis-5347	185	6	be	be	AUX
fis-5347	185	7	linear	linear	ADJ
fis-5347	185	8	,	,	PUNCT
fis-5347	185	9	elastic	elastic	ADJ
fis-5347	185	10	and	and	CCONJ
fis-5347	185	11	orthotropic	orthotropic	ADJ
fis-5347	185	12	material	material	NOUN
fis-5347	185	13	,	,	PUNCT
fis-5347	185	14	with	with	SCONJ
fis-5347	185	15	material	material	NOUN
fis-5347	185	16	properties	property	NOUN
fis-5347	185	17	provided	provide	VERB
fis-5347	185	18	by	by	ADP
fis-5347	185	19	the	the	DET
fis-5347	185	20	manufacturer	manufacturer	NOUN
fis-5347	185	21	input	input	NOUN
fis-5347	185	22	into	into	ADP
fis-5347	185	23	the	the	DET
fis-5347	185	24	model	model	NOUN
fis-5347	185	25	.	.	PUNCT
fis-5347	186	1	the	the	DET
fis-5347	186	2	elastic	elastic	ADJ
fis-5347	186	3	-	-	PUNCT
fis-5347	186	4	plastic	plastic	NOUN
fis-5347	186	5	uniaxial	uniaxial	ADJ
fis-5347	186	6	stress	stress	NOUN
fis-5347	186	7	-	-	PUNCT
fis-5347	186	8	strain	strain	NOUN
fis-5347	186	9	model	model	NOUN
fis-5347	186	10	from	from	ADP
fis-5347	186	11	the	the	DET
fis-5347	186	12	ecp	ecp	NOUN
fis-5347	186	13	203	203	NUM
fis-5347	186	14	code	code	NOUN
fis-5347	186	15	of	of	ADP
fis-5347	186	16	practice	practice	NOUN
fis-5347	186	17	[	[	X
fis-5347	186	18	13	13	NUM
fis-5347	186	19	]	]	PUNCT
fis-5347	186	20	was	be	AUX
fis-5347	186	21	also	also	ADV
fis-5347	186	22	used	use	VERB
fis-5347	186	23	to	to	PART
fis-5347	186	24	model	model	VERB
fis-5347	186	25	the	the	DET
fis-5347	186	26	steel	steel	NOUN
fis-5347	186	27	.	.	PUNCT
fis-5347	187	1	validation	validation	NOUN
fis-5347	187	2	of	of	ADP
fis-5347	187	3	the	the	DET
fis-5347	187	4	numerical	numerical	PROPN
fis-5347	187	5	nonlinear	nonlinear	PROPN
fis-5347	187	6	model	model	NOUN
fis-5347	187	7	for	for	ADP
fis-5347	187	8	the	the	DET
fis-5347	187	9	validation	validation	NOUN
fis-5347	187	10	of	of	ADP
fis-5347	187	11	the	the	DET
fis-5347	187	12	ansys	ansys	PROPN
fis-5347	187	13	model	model	NOUN
fis-5347	187	14	for	for	ADP
fis-5347	187	15	the	the	DET
fis-5347	187	16	rc	rc	PROPN
fis-5347	187	17	composite	composite	ADJ
fis-5347	187	18	columns	column	NOUN
fis-5347	187	19	,	,	PUNCT
fis-5347	187	20	the	the	DET
fis-5347	187	21	parameters	parameter	NOUN
fis-5347	187	22	controlling	control	VERB
fis-5347	187	23	the	the	DET
fis-5347	187	24	details	detail	NOUN
fis-5347	187	25	of	of	ADP
fis-5347	187	26	the	the	DET
fis-5347	187	27	concrete	concrete	ADJ
fis-5347	187	28	material	material	NOUN
fis-5347	187	29	model	model	NOUN
fis-5347	187	30	(	(	PUNCT
fis-5347	187	31	solid65	solid65	PROPN
fis-5347	187	32	)	)	PUNCT
fis-5347	187	33	,	,	PUNCT
fis-5347	187	34	such	such	ADJ
fis-5347	187	35	as	as	ADP
fis-5347	187	36	tensile	tensile	NOUN
fis-5347	187	37	stiffening	stiffening	NOUN
fis-5347	187	38	and	and	CCONJ
fis-5347	187	39	shear	shear	ADJ
fis-5347	187	40	retention	retention	NOUN
fis-5347	187	41	across	across	ADP
fis-5347	187	42	cracks	crack	NOUN
fis-5347	187	43	of	of	ADP
fis-5347	187	44	the	the	DET
fis-5347	187	45	reinforced	reinforce	VERB
fis-5347	187	46	concrete	concrete	NOUN
fis-5347	187	47	,	,	PUNCT
fis-5347	187	48	were	be	AUX
fis-5347	187	49	determined	determine	VERB
fis-5347	187	50	empirically	empirically	ADV
fis-5347	187	51	by	by	ADP
fis-5347	187	52	identifying	identify	VERB
fis-5347	187	53	the	the	DET
fis-5347	187	54	values	value	NOUN
fis-5347	187	55	that	that	PRON
fis-5347	187	56	provided	provide	VERB
fis-5347	187	57	the	the	DET
fis-5347	187	58	best	good	ADJ
fis-5347	187	59	fit	fit	NOUN
fis-5347	187	60	between	between	ADP
fis-5347	187	61	the	the	DET
fis-5347	187	62	calculated	calculate	VERB
fis-5347	187	63	stressstrain	stressstrain	NOUN
fis-5347	187	64	curve	curve	NOUN
fis-5347	187	65	of	of	ADP
fis-5347	187	66	the	the	DET
fis-5347	187	67	rc	rc	PROPN
fis-5347	187	68	composite	composite	ADJ
fis-5347	187	69	column	column	NOUN
fis-5347	187	70	and	and	CCONJ
fis-5347	187	71	the	the	DET
fis-5347	187	72	experimental	experimental	ADJ
fis-5347	187	73	curve	curve	NOUN
fis-5347	187	74	.	.	PUNCT
fis-5347	188	1	the	the	DET
fis-5347	188	2	best	well	ADV
fis-5347	188	3	-	-	PUNCT
fis-5347	188	4	fit	fit	ADJ
fis-5347	188	5	numerical	numerical	ADJ
fis-5347	188	6	curve	curve	NOUN
fis-5347	188	7	and	and	CCONJ
fis-5347	188	8	the	the	DET
fis-5347	188	9	experimental	experimental	ADJ
fis-5347	188	10	curve	curve	NOUN
fis-5347	188	11	are	be	AUX
fis-5347	188	12	shown	show	VERB
fis-5347	188	13	in	in	ADP
fis-5347	188	14	fig	fig	NOUN
fis-5347	188	15	.	.	PUNCT
fis-5347	189	1	11	11	NUM
fis-5347	189	2	.	.	PUNCT
fis-5347	190	1	in	in	ADP
fis-5347	190	2	general	general	ADJ
fis-5347	190	3	,	,	PUNCT
fis-5347	190	4	the	the	DET
fis-5347	190	5	numerical	numerical	PROPN
fis-5347	190	6	curve	curve	NOUN
fis-5347	190	7	closely	closely	ADV
fis-5347	190	8	matches	match	VERB
fis-5347	190	9	the	the	DET
fis-5347	190	10	experimental	experimental	ADJ
fis-5347	190	11	one	one	NUM
fis-5347	190	12	.	.	PUNCT
fis-5347	191	1	however	however	ADV
fis-5347	191	2	,	,	PUNCT
fis-5347	191	3	it	it	PRON
fis-5347	191	4	is	be	AUX
fis-5347	191	5	relatively	relatively	ADV
fis-5347	191	6	less	less	ADV
fis-5347	191	7	stiff	stiff	ADJ
fis-5347	191	8	than	than	ADP
fis-5347	191	9	the	the	DET
fis-5347	191	10	experimental	experimental	ADJ
fis-5347	191	11	curve	curve	NOUN
fis-5347	191	12	.	.	PUNCT
fis-5347	192	1	a	a	DET
fis-5347	192	2	)	)	PUNCT
fis-5347	192	3	axial	axial	ADJ
fis-5347	192	4	strain	strain	NOUN
fis-5347	192	5	of	of	ADP
fis-5347	192	6	steel	steel	NOUN
fis-5347	192	7	bars	bar	NOUN
fis-5347	192	8	b	b	NOUN
fis-5347	192	9	)	)	PUNCT
fis-5347	192	10	axial	axial	ADJ
fis-5347	192	11	strain	strain	NOUN
fis-5347	192	12	of	of	ADP
fis-5347	192	13	gfrp	gfrp	PROPN
fis-5347	192	14	i	i	PROPN
fis-5347	192	15	-	-	PUNCT
fis-5347	192	16	section	section	NOUN
fis-5347	192	17	figure	figure	NOUN
fis-5347	192	18	11	11	NUM
fis-5347	192	19	:	:	PUNCT
fis-5347	192	20	the	the	DET
fis-5347	192	21	experimental	experimental	ADJ
fis-5347	192	22	and	and	CCONJ
fis-5347	192	23	numerical	numerical	ADJ
fis-5347	192	24	stress	stress	NOUN
fis-5347	192	25	-	-	PUNCT
fis-5347	192	26	strain	strain	NOUN
fis-5347	192	27	curves	curve	NOUN
fis-5347	192	28	of	of	ADP
fis-5347	192	29	verification	verification	NOUN
fis-5347	192	30	column	column	NOUN
fis-5347	192	31	.	.	PUNCT
fis-5347	193	1	parametric	parametric	ADJ
fis-5347	193	2	study	study	PROPN
fis-5347	193	3	after	after	ADP
fis-5347	193	4	the	the	DET
fis-5347	193	5	verification	verification	NOUN
fis-5347	193	6	of	of	ADP
fis-5347	193	7	the	the	DET
fis-5347	193	8	finite	finite	PROPN
fis-5347	193	9	element	element	PROPN
fis-5347	193	10	model	model	NOUN
fis-5347	193	11	,	,	PUNCT
fis-5347	193	12	four	four	NUM
fis-5347	193	13	parameters	parameter	NOUN
fis-5347	193	14	were	be	AUX
fis-5347	193	15	further	far	ADV
fis-5347	193	16	investigated	investigate	VERB
fis-5347	193	17	for	for	ADP
fis-5347	193	18	both	both	CCONJ
fis-5347	193	19	the	the	DET
fis-5347	193	20	conventional	conventional	ADJ
fis-5347	193	21	rc	rc	PROPN
fis-5347	193	22	columns	column	NOUN
fis-5347	193	23	and	and	CCONJ
fis-5347	193	24	the	the	DET
fis-5347	193	25	rc	rc	PROPN
fis-5347	193	26	composite	composite	ADJ
fis-5347	193	27	columns	column	NOUN
fis-5347	193	28	:	:	PUNCT
fis-5347	193	29	(	(	PUNCT
fis-5347	193	30	i	i	NOUN
fis-5347	193	31	)	)	PUNCT
fis-5347	193	32	effect	effect	NOUN
fis-5347	193	33	of	of	ADP
fis-5347	193	34	the	the	DET
fis-5347	193	35	compressive	compressive	ADJ
fis-5347	193	36	strength	strength	NOUN
fis-5347	193	37	of	of	ADP
fis-5347	193	38	concrete	concrete	NOUN
fis-5347	193	39	,	,	PUNCT
fis-5347	193	40	(	(	PUNCT
fis-5347	193	41	ii	ii	NOUN
fis-5347	193	42	)	)	PUNCT
fis-5347	193	43	effect	effect	NOUN
fis-5347	193	44	of	of	ADP
fis-5347	193	45	the	the	DET
fis-5347	193	46	yield	yield	NOUN
fis-5347	193	47	strength	strength	NOUN
fis-5347	193	48	of	of	ADP
fis-5347	193	49	steel	steel	NOUN
fis-5347	193	50	,	,	PUNCT
fis-5347	193	51	0	0	NUM
fis-5347	193	52	10	10	NUM
fis-5347	193	53	20	20	NUM
fis-5347	193	54	30	30	NUM
fis-5347	193	55	40	40	NUM
fis-5347	193	56	50	50	NUM
fis-5347	194	1	60	60	NUM
fis-5347	194	2	0	0	NUM
fis-5347	194	3	400	400	NUM
fis-5347	194	4	800	800	NUM
fis-5347	194	5	1200	1200	NUM
fis-5347	194	6	1600	1600	NUM
fis-5347	194	7	2000	2000	NUM
fis-5347	194	8	st	st	PROPN
fis-5347	194	9	re	re	PROPN
fis-5347	194	10	ss	ss	PROPN
fis-5347	194	11	(	(	PUNCT
fis-5347	194	12	m	m	VERB
fis-5347	194	13	p	p	NOUN
fis-5347	194	14	a	a	NOUN
fis-5347	194	15	)	)	PUNCT
fis-5347	194	16	strain	strain	NOUN
fis-5347	194	17	x	x	SYM
fis-5347	194	18	(	(	PUNCT
fis-5347	194	19	-10	-10	NUM
fis-5347	194	20	^	^	SYM
fis-5347	194	21	-6)(mm	-6)(mm	NOUN
fis-5347	194	22	)	)	PUNCT
fis-5347	194	23	exp	exp	NOUN
fis-5347	194	24	axial	axial	ADJ
fis-5347	194	25	steel	steel	NOUN
fis-5347	194	26	strain	strain	NOUN
fis-5347	194	27	fea	fea	PROPN
fis-5347	194	28	axial	axial	ADJ
fis-5347	194	29	steel	steel	NOUN
fis-5347	194	30	strain	strain	NOUN
fis-5347	194	31	0	0	NUM
fis-5347	194	32	10	10	NUM
fis-5347	194	33	20	20	NUM
fis-5347	194	34	30	30	NUM
fis-5347	194	35	40	40	NUM
fis-5347	194	36	50	50	NUM
fis-5347	194	37	60	60	NUM
fis-5347	194	38	0	0	NUM
fis-5347	194	39	400	400	NUM
fis-5347	194	40	800	800	NUM
fis-5347	194	41	1200	1200	NUM
fis-5347	194	42	1600	1600	NUM
fis-5347	194	43	2000	2000	NUM
fis-5347	194	44	st	st	PROPN
fis-5347	194	45	re	re	PROPN
fis-5347	194	46	ss	ss	PROPN
fis-5347	194	47	(	(	PUNCT
fis-5347	194	48	m	m	VERB
fis-5347	194	49	p	p	NOUN
fis-5347	194	50	a	a	NOUN
fis-5347	194	51	)	)	PUNCT
fis-5347	194	52	strain	strain	NOUN
fis-5347	194	53	x	x	SYM
fis-5347	194	54	(	(	PUNCT
fis-5347	194	55	-10	-10	NUM
fis-5347	194	56	^	^	SYM
fis-5347	194	57	-6)(mm	-6)(mm	NOUN
fis-5347	194	58	)	)	PUNCT
fis-5347	194	59	exp	exp	NOUN
fis-5347	194	60	axial	axial	ADJ
fis-5347	194	61	strain	strain	NOUN
fis-5347	194	62	in	in	ADP
fis-5347	194	63	flnge	flnge	NOUN
fis-5347	194	64	fea	fea	PROPN
fis-5347	194	65	axial	axial	ADJ
fis-5347	194	66	strain	strain	NOUN
fis-5347	194	67	in	in	ADP
fis-5347	194	68	flnge	flnge	NOUN
fis-5347	194	69	m.	m.	NOUN
fis-5347	194	70	a.	a.	PROPN
fis-5347	194	71	m.	m.	PROPN
fis-5347	194	72	khalil	khalil	PROPN
fis-5347	194	73	,	,	PUNCT
fis-5347	194	74	fracture	fracture	PROPN
fis-5347	194	75	and	and	CCONJ
fis-5347	194	76	structural	structural	ADJ
fis-5347	194	77	integrity	integrity	NOUN
fis-5347	194	78	,	,	PUNCT
fis-5347	194	79	72	72	NUM
fis-5347	194	80	(	(	PUNCT
fis-5347	194	81	2025	2025	NUM
fis-5347	194	82	)	)	PUNCT
fis-5347	194	83	263	263	NUM
fis-5347	194	84	-	-	SYM
fis-5347	194	85	279	279	NUM
fis-5347	194	86	;	;	PUNCT
fis-5347	194	87	doi	doi	NOUN
fis-5347	194	88	:	:	PUNCT
fis-5347	194	89	10.3221	10.3221	NUM
fis-5347	194	90	/	/	SYM
fis-5347	194	91	igf	igf	PROPN
fis-5347	194	92	-	-	PUNCT
fis-5347	194	93	esis.72.19	esis.72.19	PROPN
fis-5347	194	94	274	274	NUM
fis-5347	194	95	(	(	PUNCT
fis-5347	194	96	iii	iii	NOUN
fis-5347	194	97	)	)	PUNCT
fis-5347	194	98	effect	effect	NOUN
fis-5347	194	99	of	of	ADP
fis-5347	194	100	reinforcement	reinforcement	NOUN
fis-5347	194	101	ratio	ratio	NOUN
fis-5347	194	102	,	,	PUNCT
fis-5347	194	103	and	and	CCONJ
fis-5347	194	104	(	(	PUNCT
fis-5347	194	105	iv	iv	X
fis-5347	194	106	)	)	PUNCT
fis-5347	194	107	effect	effect	NOUN
fis-5347	194	108	the	the	PRON
fis-5347	194	109	of	of	ADP
fis-5347	194	110	gfrp	gfrp	PROPN
fis-5347	194	111	i	i	PROPN
fis-5347	194	112	-	-	PUNCT
fis-5347	194	113	section	section	NOUN
fis-5347	194	114	ratio	ratio	NOUN
fis-5347	194	115	in	in	ADP
fis-5347	194	116	the	the	DET
fis-5347	194	117	rc	rc	PROPN
fis-5347	194	118	composite	composite	ADJ
fis-5347	194	119	columns	column	NOUN
fis-5347	194	120	.	.	PUNCT
fis-5347	195	1	through	through	ADP
fis-5347	195	2	this	this	DET
fis-5347	195	3	investigation	investigation	NOUN
fis-5347	195	4	,	,	PUNCT
fis-5347	195	5	the	the	DET
fis-5347	195	6	proposed	propose	VERB
fis-5347	195	7	equation	equation	NOUN
fis-5347	195	8	for	for	ADP
fis-5347	195	9	calculating	calculate	VERB
fis-5347	195	10	the	the	DET
fis-5347	195	11	axial	axial	ADJ
fis-5347	195	12	load	load	NOUN
fis-5347	195	13	of	of	ADP
fis-5347	195	14	rc	rc	PROPN
fis-5347	195	15	composite	composite	ADJ
fis-5347	195	16	columns	column	NOUN
fis-5347	195	17	can	can	AUX
fis-5347	195	18	be	be	AUX
fis-5347	195	19	verified	verify	VERB
fis-5347	195	20	.	.	PUNCT
fis-5347	196	1	effect	effect	NOUN
fis-5347	196	2	of	of	ADP
fis-5347	196	3	concrete	concrete	ADJ
fis-5347	196	4	compressive	compressive	ADJ
fis-5347	196	5	strength	strength	NOUN
fis-5347	196	6	to	to	PART
fis-5347	196	7	investigate	investigate	VERB
fis-5347	196	8	the	the	DET
fis-5347	196	9	influence	influence	NOUN
fis-5347	196	10	of	of	ADP
fis-5347	196	11	normal	normal	ADJ
fis-5347	196	12	and	and	CCONJ
fis-5347	196	13	high	high	ADJ
fis-5347	196	14	compressive	compressive	ADJ
fis-5347	196	15	strength	strength	NOUN
fis-5347	196	16	concrete	concrete	NOUN
fis-5347	196	17	on	on	ADP
fis-5347	196	18	the	the	DET
fis-5347	196	19	bearing	bearing	NOUN
fis-5347	196	20	capacity	capacity	NOUN
fis-5347	196	21	of	of	ADP
fis-5347	196	22	columns	column	NOUN
fis-5347	196	23	,	,	PUNCT
fis-5347	196	24	nine	nine	NUM
fis-5347	196	25	analyses	analysis	NOUN
fis-5347	196	26	were	be	AUX
fis-5347	196	27	performed	perform	VERB
fis-5347	196	28	for	for	ADP
fis-5347	196	29	concrete	concrete	ADJ
fis-5347	196	30	strengths	strength	NOUN
fis-5347	196	31	ranging	range	VERB
fis-5347	196	32	from	from	ADP
fis-5347	196	33	20	20	NUM
fis-5347	196	34	mpa	mpa	NOUN
fis-5347	196	35	to	to	ADP
fis-5347	196	36	100	100	NUM
fis-5347	196	37	mpa	mpa	NOUN
fis-5347	196	38	for	for	ADP
fis-5347	196	39	both	both	PRON
fis-5347	196	40	conventional	conventional	ADJ
fis-5347	196	41	rc	rc	PROPN
fis-5347	196	42	columns	column	NOUN
fis-5347	196	43	and	and	CCONJ
fis-5347	196	44	rc	rc	NOUN
fis-5347	196	45	composite	composite	ADJ
fis-5347	196	46	columns	column	NOUN
fis-5347	196	47	.	.	PUNCT
fis-5347	197	1	the	the	DET
fis-5347	197	2	theoretical	theoretical	ADJ
fis-5347	197	3	calculated	calculate	VERB
fis-5347	197	4	maximum	maximum	ADJ
fis-5347	197	5	axial	axial	ADJ
fis-5347	197	6	loads	load	NOUN
fis-5347	197	7	,	,	PUNCT
fis-5347	197	8	based	base	VERB
fis-5347	197	9	on	on	ADP
fis-5347	197	10	the	the	DET
fis-5347	197	11	egyptian	egyptian	PROPN
fis-5347	197	12	code	code	NOUN
fis-5347	197	13	of	of	ADP
fis-5347	197	14	practice	practice	NOUN
fis-5347	197	15	(	(	PUNCT
fis-5347	197	16	ecp-203	ecp-203	NOUN
fis-5347	197	17	)	)	PUNCT
fis-5347	198	1	[	[	X
fis-5347	198	2	13	13	NUM
fis-5347	198	3	]	]	PUNCT
fis-5347	198	4	and	and	CCONJ
fis-5347	198	5	british	british	ADJ
fis-5347	198	6	standard	standard	ADJ
fis-5347	198	7	bs	bs	PROPN
fis-5347	198	8	8110	8110	NUM
fis-5347	198	9	-	-	SYM
fis-5347	198	10	97	97	NUM
fis-5347	199	1	[	[	X
fis-5347	199	2	14	14	NUM
fis-5347	199	3	]	]	X
fis-5347	199	4	,	,	PUNCT
fis-5347	199	5	along	along	ADP
fis-5347	199	6	with	with	ADP
fis-5347	199	7	the	the	DET
fis-5347	199	8	numerically	numerically	ADV
fis-5347	199	9	calculated	calculate	VERB
fis-5347	199	10	maximum	maximum	ADJ
fis-5347	199	11	axial	axial	ADJ
fis-5347	199	12	loads	load	NOUN
fis-5347	199	13	from	from	ADP
fis-5347	199	14	finite	finite	ADJ
fis-5347	199	15	element	element	NOUN
fis-5347	199	16	analysis	analysis	NOUN
fis-5347	199	17	,	,	PUNCT
fis-5347	199	18	are	be	AUX
fis-5347	199	19	presented	present	VERB
fis-5347	199	20	in	in	ADP
fis-5347	199	21	tab	tab	NOUN
fis-5347	199	22	.	.	PUNCT
fis-5347	200	1	4	4	NUM
fis-5347	200	2	and	and	CCONJ
fis-5347	200	3	fig	fig	NOUN
fis-5347	200	4	.	.	PUNCT
fis-5347	201	1	12	12	NUM
fis-5347	201	2	.	.	PUNCT
fis-5347	202	1	it	it	PRON
fis-5347	202	2	is	be	AUX
fis-5347	202	3	noted	note	VERB
fis-5347	202	4	that	that	SCONJ
fis-5347	202	5	the	the	DET
fis-5347	202	6	calculated	calculated	ADJ
fis-5347	202	7	maximum	maximum	ADJ
fis-5347	202	8	axial	axial	ADJ
fis-5347	202	9	loads	load	NOUN
fis-5347	202	10	closely	closely	ADV
fis-5347	202	11	agree	agree	VERB
fis-5347	202	12	with	with	ADP
fis-5347	202	13	the	the	DET
fis-5347	202	14	numerical	numerical	ADJ
fis-5347	202	15	values	value	NOUN
fis-5347	202	16	with	with	ADP
fis-5347	202	17	deviations	deviation	NOUN
fis-5347	202	18	not	not	PART
fis-5347	202	19	exceeding	exceed	VERB
fis-5347	202	20	2	2	NUM
fis-5347	202	21	%	%	NOUN
fis-5347	202	22	for	for	ADP
fis-5347	202	23	conventional	conventional	ADJ
fis-5347	202	24	rc	rc	PROPN
fis-5347	202	25	columns	column	NOUN
fis-5347	202	26	and	and	CCONJ
fis-5347	202	27	4	4	NUM
fis-5347	202	28	%	%	NOUN
fis-5347	202	29	for	for	ADP
fis-5347	202	30	rc	rc	PROPN
fis-5347	202	31	composite	composite	ADJ
fis-5347	202	32	columns	column	NOUN
fis-5347	202	33	,	,	PUNCT
fis-5347	202	34	except	except	SCONJ
fis-5347	202	35	when	when	SCONJ
fis-5347	202	36	the	the	DET
fis-5347	202	37	compressive	compressive	ADJ
fis-5347	202	38	strength	strength	NOUN
fis-5347	202	39	of	of	ADP
fis-5347	202	40	concrete	concrete	NOUN
fis-5347	202	41	is	be	AUX
fis-5347	202	42	equal	equal	ADJ
fis-5347	202	43	to	to	ADP
fis-5347	202	44	20	20	NUM
fis-5347	202	45	mpa	mpa	NOUN
fis-5347	202	46	.	.	PUNCT
fis-5347	203	1	in	in	ADP
fis-5347	203	2	this	this	DET
fis-5347	203	3	case	case	NOUN
fis-5347	203	4	,	,	PUNCT
fis-5347	203	5	the	the	DET
fis-5347	203	6	maximum	maximum	ADJ
fis-5347	203	7	axial	axial	ADJ
fis-5347	203	8	loads	load	NOUN
fis-5347	203	9	calculated	calculate	VERB
fis-5347	203	10	by	by	ADP
fis-5347	203	11	finite	finite	ADJ
fis-5347	203	12	element	element	NOUN
fis-5347	203	13	analysis	analysis	NOUN
fis-5347	203	14	shows	show	VERB
fis-5347	203	15	an	an	DET
fis-5347	203	16	8	8	NUM
fis-5347	203	17	%	%	NOUN
fis-5347	203	18	increase	increase	NOUN
fis-5347	203	19	compared	compare	VERB
fis-5347	203	20	to	to	ADP
fis-5347	203	21	the	the	DET
fis-5347	203	22	maximum	maximum	ADJ
fis-5347	203	23	axial	axial	ADJ
fis-5347	203	24	load	load	NOUN
fis-5347	203	25	calculated	calculate	VERB
fis-5347	203	26	using	use	VERB
fis-5347	203	27	the	the	DET
fis-5347	203	28	proposed	propose	VERB
fis-5347	203	29	equation	equation	NOUN
fis-5347	203	30	for	for	ADP
fis-5347	203	31	rc	rc	NOUN
fis-5347	203	32	composite	composite	ADJ
fis-5347	203	33	columns	column	NOUN
fis-5347	203	34	.	.	PUNCT
fis-5347	204	1	no	no	INTJ
fis-5347	204	2	.	.	PUNCT
fis-5347	205	1	concrete	concrete	ADJ
fis-5347	205	2	compressive	compressive	ADJ
fis-5347	205	3	strength	strength	NOUN
fis-5347	205	4	(	(	PUNCT
fis-5347	205	5	fcu	fcu	PROPN
fis-5347	205	6	)	)	PUNCT
fis-5347	205	7	(	(	PUNCT
fis-5347	205	8	mpa	mpa	PROPN
fis-5347	205	9	)	)	PUNCT
fis-5347	205	10	conventional	conventional	ADJ
fis-5347	205	11	columns	column	NOUN
fis-5347	205	12	composite	composite	ADJ
fis-5347	205	13	columns	column	NOUN
fis-5347	205	14	pequ	pequ	NOUN
fis-5347	205	15	(	(	PUNCT
fis-5347	205	16	kn	kn	NOUN
fis-5347	205	17	)	)	PUNCT
fis-5347	205	18	pfem	pfem	NOUN
fis-5347	205	19	(	(	PUNCT
fis-5347	205	20	kn	kn	NOUN
fis-5347	205	21	)	)	PUNCT
fis-5347	205	22	pfem	pfem	NOUN
fis-5347	205	23	/pequ	/pequ	VERB
fis-5347	205	24	ppequ	ppequ	NOUN
fis-5347	205	25	(	(	PUNCT
fis-5347	205	26	kn	kn	NOUN
fis-5347	205	27	)	)	PUNCT
fis-5347	205	28	pfem	pfem	NOUN
fis-5347	205	29	(	(	PUNCT
fis-5347	205	30	kn	kn	NOUN
fis-5347	205	31	)	)	PUNCT
fis-5347	205	32	pfem	pfem	NOUN
fis-5347	205	33	/ppequ	/ppequ	X
fis-5347	206	1	csc1	csc1	NOUN
fis-5347	206	2	20	20	NUM
fis-5347	206	3	543.52	543.52	NUM
fis-5347	206	4	542.00	542.00	NUM
fis-5347	206	5	1.00	1.00	NUM
fis-5347	206	6	816.25	816.25	NUM
fis-5347	206	7	881.00	881.00	NUM
fis-5347	206	8	1.08	1.08	NUM
fis-5347	206	9	csc2	csc2	NOUN
fis-5347	206	10	30	30	NUM
fis-5347	207	1	712.88	712.88	NUM
fis-5347	207	2	701.00	701.00	NUM
fis-5347	207	3	0.98	0.98	NUM
fis-5347	207	4	976.44	976.44	NUM
fis-5347	207	5	1020.00	1020.00	NUM
fis-5347	207	6	1.04	1.04	NUM
fis-5347	207	7	csc3	csc3	NOUN
fis-5347	207	8	40	40	NUM
fis-5347	207	9	882.24	882.24	NUM
fis-5347	207	10	880.00	880.00	NUM
fis-5347	207	11	1.00	1.00	NUM
fis-5347	207	12	1136.63	1136.63	NUM
fis-5347	207	13	1160.00	1160.00	NUM
fis-5347	207	14	1.02	1.02	NUM
fis-5347	207	15	csc4	csc4	NOUN
fis-5347	207	16	50	50	NUM
fis-5347	207	17	1051.61	1051.61	NUM
fis-5347	207	18	1050.00	1050.00	NUM
fis-5347	207	19	1.00	1.00	NUM
fis-5347	207	20	1296.81	1296.81	NUM
fis-5347	207	21	1340.00	1340.00	NUM
fis-5347	207	22	1.03	1.03	NUM
fis-5347	207	23	csc5	csc5	NOUN
fis-5347	207	24	60	60	NUM
fis-5347	207	25	1220.97	1220.97	NUM
fis-5347	207	26	1212.00	1212.00	NUM
fis-5347	207	27	0.99	0.99	NUM
fis-5347	207	28	1457.00	1457.00	NUM
fis-5347	207	29	1470.00	1470.00	NUM
fis-5347	207	30	1.01	1.01	NUM
fis-5347	207	31	csc6	csc6	ADJ
fis-5347	207	32	70	70	NUM
fis-5347	207	33	1390.33	1390.33	NUM
fis-5347	207	34	1382.00	1382.00	NUM
fis-5347	207	35	0.99	0.99	NUM
fis-5347	207	36	1617.19	1617.19	NUM
fis-5347	207	37	1580.00	1580.00	NUM
fis-5347	207	38	0.98	0.98	NUM
fis-5347	207	39	csc7	csc7	NOUN
fis-5347	207	40	80	80	NUM
fis-5347	207	41	1559.69	1559.69	NUM
fis-5347	207	42	1530.00	1530.00	NUM
fis-5347	207	43	0.98	0.98	NUM
fis-5347	207	44	1777.38	1777.38	NUM
fis-5347	207	45	1760.00	1760.00	NUM
fis-5347	207	46	0.99	0.99	NUM
fis-5347	207	47	csc8	csc8	NOUN
fis-5347	207	48	90	90	NUM
fis-5347	207	49	1729.06	1729.06	NUM
fis-5347	207	50	1721.00	1721.00	NUM
fis-5347	207	51	1.00	1.00	NUM
fis-5347	207	52	1937.56	1937.56	NUM
fis-5347	207	53	1970.00	1970.00	NUM
fis-5347	207	54	1.02	1.02	NUM
fis-5347	207	55	csc9	csc9	NOUN
fis-5347	207	56	100	100	NUM
fis-5347	207	57	1898.42	1898.42	NUM
fis-5347	207	58	1921.00	1921.00	NUM
fis-5347	207	59	1.01	1.01	NUM
fis-5347	207	60	2097.75	2097.75	NUM
fis-5347	207	61	2180.00	2180.00	NUM
fis-5347	207	62	1.04	1.04	NUM
fis-5347	207	63	table	table	NOUN
fis-5347	207	64	6	6	NUM
fis-5347	207	65	:	:	PUNCT
fis-5347	207	66	effect	effect	NOUN
fis-5347	207	67	of	of	ADP
fis-5347	207	68	concrete	concrete	ADJ
fis-5347	207	69	compressive	compressive	ADJ
fis-5347	207	70	strength	strength	NOUN
fis-5347	207	71	on	on	ADP
fis-5347	207	72	theoretical	theoretical	ADJ
fis-5347	207	73	and	and	CCONJ
fis-5347	207	74	numerical	numerical	ADJ
fis-5347	207	75	maximum	maximum	ADJ
fis-5347	207	76	axial	axial	ADJ
fis-5347	207	77	load	load	NOUN
fis-5347	207	78	.	.	PUNCT
fis-5347	208	1	a	a	PRON
fis-5347	208	2	)	)	PUNCT
fis-5347	208	3	conventional	conventional	ADJ
fis-5347	208	4	column	column	NOUN
fis-5347	208	5	b	b	X
fis-5347	208	6	)	)	PUNCT
fis-5347	208	7	composite	composite	ADJ
fis-5347	208	8	columns	column	NOUN
fis-5347	208	9	figure	figure	VERB
fis-5347	208	10	12	12	NUM
fis-5347	208	11	:	:	PUNCT
fis-5347	208	12	effect	effect	NOUN
fis-5347	208	13	of	of	ADP
fis-5347	208	14	concrete	concrete	ADJ
fis-5347	208	15	compressive	compressive	ADJ
fis-5347	208	16	strength	strength	NOUN
fis-5347	208	17	on	on	ADP
fis-5347	208	18	theoretical	theoretical	ADJ
fis-5347	208	19	and	and	CCONJ
fis-5347	208	20	numerical	numerical	ADJ
fis-5347	208	21	maximum	maximum	ADJ
fis-5347	208	22	axial	axial	ADJ
fis-5347	208	23	load	load	NOUN
fis-5347	208	24	.	.	PUNCT
fis-5347	209	1	fig	fig	NOUN
fis-5347	209	2	.	.	PUNCT
fis-5347	210	1	13	13	NUM
fis-5347	210	2	shows	show	VERB
fis-5347	210	3	the	the	DET
fis-5347	210	4	relationship	relationship	NOUN
fis-5347	210	5	between	between	ADP
fis-5347	210	6	the	the	DET
fis-5347	210	7	compressive	compressive	ADJ
fis-5347	210	8	strength	strength	NOUN
fis-5347	210	9	of	of	ADP
fis-5347	210	10	concrete	concrete	NOUN
fis-5347	210	11	and	and	CCONJ
fis-5347	210	12	the	the	DET
fis-5347	210	13	axial	axial	ADJ
fis-5347	210	14	load	load	NOUN
fis-5347	210	15	for	for	ADP
fis-5347	210	16	conventional	conventional	ADJ
fis-5347	210	17	rc	rc	PROPN
fis-5347	210	18	columns	column	NOUN
fis-5347	210	19	and	and	CCONJ
fis-5347	210	20	rc	rc	NOUN
fis-5347	210	21	composite	composite	ADJ
fis-5347	210	22	columns	column	NOUN
fis-5347	210	23	.	.	PUNCT
fis-5347	211	1	it	it	PRON
fis-5347	211	2	can	can	AUX
fis-5347	211	3	be	be	AUX
fis-5347	211	4	seen	see	VERB
fis-5347	211	5	that	that	SCONJ
fis-5347	211	6	the	the	DET
fis-5347	211	7	axial	axial	ADJ
fis-5347	211	8	load	load	NOUN
fis-5347	211	9	increases	increase	VERB
fis-5347	211	10	linearly	linearly	ADV
fis-5347	211	11	with	with	ADP
fis-5347	211	12	the	the	DET
fis-5347	211	13	increase	increase	NOUN
fis-5347	211	14	in	in	ADP
fis-5347	211	15	the	the	DET
fis-5347	211	16	compressive	compressive	ADJ
fis-5347	211	17	strength	strength	NOUN
fis-5347	211	18	of	of	ADP
fis-5347	211	19	concrete	concrete	NOUN
fis-5347	211	20	.	.	PUNCT
fis-5347	212	1	effect	effect	NOUN
fis-5347	212	2	of	of	ADP
fis-5347	212	3	yield	yield	NOUN
fis-5347	212	4	strength	strength	NOUN
fis-5347	212	5	of	of	ADP
fis-5347	212	6	steel	steel	NOUN
fis-5347	212	7	the	the	DET
fis-5347	212	8	yield	yield	NOUN
fis-5347	212	9	strength	strength	NOUN
fis-5347	212	10	of	of	ADP
fis-5347	212	11	steel	steel	NOUN
fis-5347	212	12	does	do	AUX
fis-5347	212	13	not	not	PART
fis-5347	212	14	significantly	significantly	ADV
fis-5347	212	15	affect	affect	VERB
fis-5347	212	16	the	the	DET
fis-5347	212	17	axial	axial	ADJ
fis-5347	212	18	load	load	NOUN
fis-5347	212	19	capacity	capacity	NOUN
fis-5347	212	20	of	of	ADP
fis-5347	212	21	conventional	conventional	ADJ
fis-5347	212	22	rc	rc	PROPN
fis-5347	212	23	columns	column	NOUN
fis-5347	212	24	,	,	PUNCT
fis-5347	212	25	as	as	SCONJ
fis-5347	212	26	shown	show	VERB
fis-5347	212	27	in	in	ADP
fis-5347	212	28	tab	tab	NOUN
fis-5347	212	29	.	.	PUNCT
fis-5347	212	30	5	5	NUM
fis-5347	212	31	,	,	PUNCT
fis-5347	212	32	and	and	CCONJ
fis-5347	212	33	does	do	AUX
fis-5347	212	34	not	not	PART
fis-5347	212	35	apply	apply	VERB
fis-5347	212	36	to	to	ADP
fis-5347	212	37	rc	rc	NOUN
fis-5347	212	38	composite	composite	ADJ
fis-5347	212	39	columns	column	NOUN
fis-5347	212	40	.	.	PUNCT
fis-5347	213	1	all	all	DET
fis-5347	213	2	stresses	stress	NOUN
fis-5347	213	3	in	in	ADP
fis-5347	213	4	the	the	DET
fis-5347	213	5	longitudinal	longitudinal	ADJ
fis-5347	213	6	reinforcement	reinforcement	NOUN
fis-5347	213	7	were	be	AUX
fis-5347	213	8	monitored	monitor	VERB
fis-5347	213	9	in	in	ADP
fis-5347	213	10	theoretical	theoretical	ADJ
fis-5347	213	11	specimens	specimen	NOUN
fis-5347	213	12	through	through	ADP
fis-5347	213	13	finite	finite	ADJ
fis-5347	213	14	element	element	NOUN
fis-5347	213	15	analysis	analysis	NOUN
fis-5347	213	16	based	base	VERB
fis-5347	213	17	on	on	ADP
fis-5347	213	18	the	the	DET
fis-5347	213	19	previous	previous	ADJ
fis-5347	213	20	parameters	parameter	NOUN
fis-5347	213	21	.	.	PUNCT
fis-5347	214	1	it	it	PRON
fis-5347	214	2	is	be	AUX
fis-5347	214	3	noted	note	VERB
fis-5347	214	4	that	that	SCONJ
fis-5347	214	5	the	the	DET
fis-5347	214	6	544	544	NUM
fis-5347	214	7	713	713	NUM
fis-5347	214	8	882	882	NUM
fis-5347	214	9	1052	1052	NUM
fis-5347	214	10	1221	1221	NUM
fis-5347	214	11	1390	1390	NUM
fis-5347	214	12	1560	1560	NUM
fis-5347	214	13	1729	1729	NUM
fis-5347	214	14	1898	1898	NUM
fis-5347	214	15	542	542	NUM
fis-5347	214	16	701	701	NUM
fis-5347	214	17	880	880	NUM
fis-5347	214	18	1050	1050	NUM
fis-5347	214	19	1212	1212	NUM
fis-5347	214	20	1382	1382	NUM
fis-5347	214	21	1530	1530	NUM
fis-5347	214	22	1721	1721	NUM
fis-5347	214	23	1921	1921	NUM
fis-5347	214	24	0	0	NUM
fis-5347	214	25	200	200	NUM
fis-5347	214	26	400	400	NUM
fis-5347	214	27	600	600	NUM
fis-5347	214	28	800	800	NUM
fis-5347	214	29	1000	1000	NUM
fis-5347	214	30	1200	1200	NUM
fis-5347	214	31	1400	1400	NUM
fis-5347	214	32	1600	1600	NUM
fis-5347	214	33	1800	1800	NUM
fis-5347	214	34	2000	2000	NUM
fis-5347	214	35	2200	2200	NUM
fis-5347	214	36	2400	2400	NUM
fis-5347	214	37	20	20	NUM
fis-5347	214	38	30	30	NUM
fis-5347	214	39	40	40	NUM
fis-5347	214	40	50	50	NUM
fis-5347	214	41	60	60	NUM
fis-5347	214	42	70	70	NUM
fis-5347	214	43	80	80	NUM
fis-5347	214	44	90	90	NUM
fis-5347	214	45	100	100	NUM
fis-5347	214	46	p	p	NOUN
fis-5347	214	47	m	m	PRON
fis-5347	214	48	ax	ax	NOUN
fis-5347	214	49	(	(	PUNCT
fis-5347	214	50	k	k	PROPN
fis-5347	214	51	n	n	CCONJ
fis-5347	214	52	)	)	PUNCT
fis-5347	214	53	ptheo	ptheo	PROPN
fis-5347	214	54	fea	fea	PROPN
fis-5347	214	55	816	816	NUM
fis-5347	214	56	976	976	NUM
fis-5347	214	57	1137	1137	NUM
fis-5347	214	58	1297	1297	NUM
fis-5347	214	59	1457	1457	NUM
fis-5347	214	60	1617	1617	NUM
fis-5347	214	61	1777	1777	NUM
fis-5347	214	62	1938	1938	NUM
fis-5347	214	63	2098	2098	NUM
fis-5347	214	64	881	881	NUM
fis-5347	214	65	1020	1020	NUM
fis-5347	214	66	1160	1160	NUM
fis-5347	214	67	1340	1340	NUM
fis-5347	214	68	1470	1470	NUM
fis-5347	214	69	1580	1580	NUM
fis-5347	214	70	1760	1760	NUM
fis-5347	214	71	1970	1970	NUM
fis-5347	214	72	2180	2180	NUM
fis-5347	214	73	0	0	NUM
fis-5347	214	74	200	200	NUM
fis-5347	214	75	400	400	NUM
fis-5347	214	76	600	600	NUM
fis-5347	214	77	800	800	NUM
fis-5347	214	78	1000	1000	NUM
fis-5347	214	79	1200	1200	NUM
fis-5347	214	80	1400	1400	NUM
fis-5347	214	81	1600	1600	NUM
fis-5347	214	82	1800	1800	NUM
fis-5347	214	83	2000	2000	NUM
fis-5347	214	84	2200	2200	NUM
fis-5347	214	85	2400	2400	NUM
fis-5347	214	86	20	20	NUM
fis-5347	214	87	30	30	NUM
fis-5347	214	88	40	40	NUM
fis-5347	214	89	50	50	NUM
fis-5347	214	90	60	60	NUM
fis-5347	214	91	70	70	NUM
fis-5347	214	92	80	80	NUM
fis-5347	214	93	90	90	NUM
fis-5347	214	94	100	100	NUM
fis-5347	214	95	p	p	NOUN
fis-5347	214	96	m	m	PRON
fis-5347	214	97	ax	ax	NOUN
fis-5347	214	98	(	(	PUNCT
fis-5347	214	99	k	k	PROPN
fis-5347	214	100	n	n	CCONJ
fis-5347	214	101	)	)	PUNCT
fis-5347	214	102	ppequ	ppequ	NOUN
fis-5347	214	103	fea	fea	PROPN
fis-5347	214	104	m.	m.	PROPN
fis-5347	214	105	a.	a.	PROPN
fis-5347	214	106	m.	m.	PROPN
fis-5347	214	107	khalil	khalil	PROPN
fis-5347	214	108	,	,	PUNCT
fis-5347	214	109	fracture	fracture	PROPN
fis-5347	214	110	and	and	CCONJ
fis-5347	214	111	structural	structural	ADJ
fis-5347	214	112	integrity	integrity	NOUN
fis-5347	214	113	,	,	PUNCT
fis-5347	214	114	72	72	NUM
fis-5347	214	115	(	(	PUNCT
fis-5347	214	116	2025	2025	NUM
fis-5347	214	117	)	)	PUNCT
fis-5347	214	118	263	263	NUM
fis-5347	214	119	-	-	SYM
fis-5347	214	120	279	279	NUM
fis-5347	214	121	;	;	PUNCT
fis-5347	214	122	doi	doi	NOUN
fis-5347	214	123	:	:	PUNCT
fis-5347	214	124	10.3221	10.3221	NUM
fis-5347	214	125	/	/	SYM
fis-5347	214	126	igf	igf	PROPN
fis-5347	214	127	-	-	PUNCT
fis-5347	214	128	esis.72.19	esis.72.19	PROPN
fis-5347	214	129	275	275	NUM
fis-5347	214	130	maximum	maximum	ADJ
fis-5347	214	131	stress	stress	NOUN
fis-5347	214	132	in	in	ADP
fis-5347	214	133	steel	steel	NOUN
fis-5347	214	134	bars	bar	NOUN
fis-5347	214	135	is	be	AUX
fis-5347	214	136	less	less	ADJ
fis-5347	214	137	than	than	ADP
fis-5347	214	138	300	300	NUM
fis-5347	214	139	mpa	mpa	NOUN
fis-5347	214	140	for	for	ADP
fis-5347	214	141	concrete	concrete	ADJ
fis-5347	214	142	compressive	compressive	ADJ
fis-5347	214	143	strengths	strength	NOUN
fis-5347	214	144	up	up	ADP
fis-5347	214	145	to	to	PART
fis-5347	214	146	50	50	NUM
fis-5347	214	147	mpa	mpa	NOUN
fis-5347	214	148	.	.	PUNCT
fis-5347	215	1	for	for	ADP
fis-5347	215	2	highstrength	highstrength	NOUN
fis-5347	215	3	concrete	concrete	NOUN
fis-5347	215	4	(	(	PUNCT
fis-5347	215	5	100	100	NUM
fis-5347	215	6	mpa	mpa	NOUN
fis-5347	215	7	)	)	PUNCT
fis-5347	215	8	,	,	PUNCT
fis-5347	215	9	the	the	DET
fis-5347	215	10	stress	stress	NOUN
fis-5347	215	11	in	in	ADP
fis-5347	215	12	the	the	DET
fis-5347	215	13	steel	steel	NOUN
fis-5347	215	14	bars	bar	NOUN
fis-5347	215	15	reaches	reach	VERB
fis-5347	215	16	525.33	525.33	NUM
fis-5347	215	17	mpa	mpa	NOUN
fis-5347	215	18	.	.	PUNCT
fis-5347	216	1	therefore	therefore	ADV
fis-5347	216	2	,	,	PUNCT
fis-5347	216	3	eurocode	eurocode	VERB
fis-5347	216	4	[	[	X
fis-5347	216	5	16	16	NUM
fis-5347	216	6	]	]	PUNCT
fis-5347	216	7	assumes	assume	VERB
fis-5347	216	8	that	that	SCONJ
fis-5347	216	9	the	the	DET
fis-5347	216	10	stress	stress	NOUN
fis-5347	216	11	in	in	ADP
fis-5347	216	12	the	the	DET
fis-5347	216	13	longitudinal	longitudinal	ADJ
fis-5347	216	14	steel	steel	NOUN
fis-5347	216	15	is	be	AUX
fis-5347	216	16	equal	equal	ADJ
fis-5347	216	17	to	to	ADP
fis-5347	216	18	the	the	DET
fis-5347	216	19	young	young	ADJ
fis-5347	216	20	's	's	PART
fis-5347	216	21	modulus	modulus	NOUN
fis-5347	216	22	of	of	ADP
fis-5347	216	23	steel	steel	NOUN
fis-5347	216	24	multiplied	multiply	VERB
fis-5347	216	25	by	by	ADP
fis-5347	216	26	the	the	DET
fis-5347	216	27	strain	strain	NOUN
fis-5347	216	28	in	in	ADP
fis-5347	216	29	concrete	concrete	NOUN
fis-5347	216	30	when	when	SCONJ
fis-5347	216	31	it	it	PRON
fis-5347	216	32	reaches	reach	VERB
fis-5347	216	33	its	its	PRON
fis-5347	216	34	maximum	maximum	ADJ
fis-5347	216	35	strength	strength	NOUN
fis-5347	216	36	.	.	PUNCT
fis-5347	217	1	figure	figure	VERB
fis-5347	217	2	13	13	NUM
fis-5347	217	3	:	:	PUNCT
fis-5347	217	4	relationship	relationship	NOUN
fis-5347	217	5	between	between	ADP
fis-5347	217	6	concrete	concrete	ADJ
fis-5347	217	7	compressive	compressive	ADJ
fis-5347	217	8	strength	strength	NOUN
fis-5347	217	9	and	and	CCONJ
fis-5347	217	10	axial	axial	ADJ
fis-5347	217	11	load	load	NOUN
fis-5347	217	12	.	.	PUNCT
fis-5347	218	1	no	no	INTJ
fis-5347	218	2	.	.	PUNCT
fis-5347	219	1	compressive	compressive	ADJ
fis-5347	219	2	strength	strength	NOUN
fis-5347	219	3	(	(	PUNCT
fis-5347	219	4	fcu	fcu	PROPN
fis-5347	219	5	)	)	PUNCT
fis-5347	219	6	(	(	PUNCT
fis-5347	219	7	mpa	mpa	PROPN
fis-5347	219	8	)	)	PUNCT
fis-5347	219	9	conventional	conventional	ADJ
fis-5347	219	10	columns	column	NOUN
fis-5347	219	11	pfem	pfem	NOUN
fis-5347	219	12	(	(	PUNCT
fis-5347	219	13	kn	kn	NOUN
fis-5347	219	14	)	)	PUNCT
fis-5347	219	15	stress	stress	NOUN
fis-5347	219	16	in	in	ADP
fis-5347	219	17	steel	steel	NOUN
fis-5347	219	18	(	(	PUNCT
fis-5347	219	19	mpa	mpa	PROPN
fis-5347	219	20	)	)	PUNCT
fis-5347	219	21	css1	css1	PROPN
fis-5347	219	22	20	20	NUM
fis-5347	219	23	542.00	542.00	NUM
fis-5347	219	24	194.67	194.67	NUM
fis-5347	219	25	css2	css2	PROPN
fis-5347	219	26	30	30	NUM
fis-5347	219	27	701.00	701.00	NUM
fis-5347	219	28	226.91	226.91	NUM
fis-5347	219	29	css3	css3	NOUN
fis-5347	219	30	40	40	NUM
fis-5347	219	31	880.00	880.00	NUM
fis-5347	219	32	263.17	263.17	NUM
fis-5347	219	33	css4	css4	NOUN
fis-5347	219	34	50	50	NUM
fis-5347	219	35	1050.00	1050.00	NUM
fis-5347	219	36	288.16	288.16	NUM
fis-5347	219	37	css5	css5	NOUN
fis-5347	219	38	60	60	NUM
fis-5347	219	39	1212.00	1212.00	NUM
fis-5347	219	40	333.95	333.95	NUM
fis-5347	219	41	css6	css6	NOUN
fis-5347	219	42	70	70	NUM
fis-5347	219	43	1382.00	1382.00	NUM
fis-5347	219	44	392.95	392.95	NUM
fis-5347	219	45	css7	css7	NOUN
fis-5347	219	46	80	80	NUM
fis-5347	219	47	1530.00	1530.00	NUM
fis-5347	219	48	428.55	428.55	NUM
fis-5347	219	49	css8	css8	NOUN
fis-5347	219	50	90	90	NUM
fis-5347	219	51	1721.00	1721.00	NUM
fis-5347	219	52	473.61	473.61	NUM
fis-5347	219	53	css9	css9	NOUN
fis-5347	219	54	100	100	NUM
fis-5347	219	55	1921.00	1921.00	NUM
fis-5347	219	56	525.33	525.33	NUM
fis-5347	219	57	table	table	NOUN
fis-5347	219	58	7	7	NUM
fis-5347	219	59	:	:	PUNCT
fis-5347	219	60	effect	effect	NOUN
fis-5347	219	61	of	of	ADP
fis-5347	219	62	stress	stress	NOUN
fis-5347	219	63	in	in	ADP
fis-5347	219	64	steel	steel	NOUN
fis-5347	219	65	bars	bar	NOUN
fis-5347	219	66	at	at	ADP
fis-5347	219	67	the	the	DET
fis-5347	219	68	different	different	ADJ
fis-5347	219	69	compressive	compressive	ADJ
fis-5347	219	70	strength	strength	NOUN
fis-5347	219	71	of	of	ADP
fis-5347	219	72	concrete	concrete	NOUN
fis-5347	219	73	.	.	PUNCT
fis-5347	220	1	effect	effect	NOUN
fis-5347	220	2	of	of	ADP
fis-5347	220	3	reinforcement	reinforcement	NOUN
fis-5347	220	4	ratio	ratio	NOUN
fis-5347	220	5	to	to	PART
fis-5347	220	6	study	study	VERB
fis-5347	220	7	the	the	DET
fis-5347	220	8	influence	influence	NOUN
fis-5347	220	9	of	of	ADP
fis-5347	220	10	the	the	DET
fis-5347	220	11	longitudinal	longitudinal	ADJ
fis-5347	220	12	reinforcement	reinforcement	NOUN
fis-5347	220	13	ratio	ratio	NOUN
fis-5347	220	14	(	(	PUNCT
fis-5347	220	15	ρ	ρ	NOUN
fis-5347	220	16	)	)	PUNCT
fis-5347	220	17	on	on	ADP
fis-5347	220	18	the	the	DET
fis-5347	220	19	behavior	behavior	NOUN
fis-5347	220	20	of	of	ADP
fis-5347	220	21	conventional	conventional	ADJ
fis-5347	220	22	rc	rc	PROPN
fis-5347	220	23	columns	column	NOUN
fis-5347	220	24	and	and	CCONJ
fis-5347	220	25	rc	rc	PROPN
fis-5347	220	26	composite	composite	ADJ
fis-5347	220	27	columns	column	NOUN
fis-5347	220	28	,	,	PUNCT
fis-5347	220	29	analyses	analysis	NOUN
fis-5347	220	30	were	be	AUX
fis-5347	220	31	performed	perform	VERB
fis-5347	220	32	for	for	ADP
fis-5347	220	33	four	four	NUM
fis-5347	220	34	different	different	ADJ
fis-5347	220	35	values	value	NOUN
fis-5347	220	36	:	:	PUNCT
fis-5347	220	37	0.79	0.79	NUM
fis-5347	220	38	%	%	NOUN
fis-5347	220	39	,	,	PUNCT
fis-5347	220	40	1.23	1.23	NUM
fis-5347	220	41	%	%	NOUN
fis-5347	220	42	,	,	PUNCT
fis-5347	220	43	1.77	1.77	NUM
fis-5347	220	44	%	%	NOUN
fis-5347	220	45	,	,	PUNCT
fis-5347	220	46	and	and	CCONJ
fis-5347	220	47	3.14	3.14	NUM
fis-5347	220	48	%	%	NOUN
fis-5347	220	49	using	use	VERB
fis-5347	220	50	reinforcement	reinforcement	NOUN
fis-5347	220	51	diameters	diameter	NOUN
fis-5347	220	52	of	of	ADP
fis-5347	220	53	8	8	NUM
fis-5347	220	54	mm	mm	NOUN
fis-5347	220	55	,	,	PUNCT
fis-5347	220	56	10	10	NUM
fis-5347	220	57	mm	mm	NOUN
fis-5347	220	58	,	,	PUNCT
fis-5347	220	59	12	12	NUM
fis-5347	220	60	mm	mm	NOUN
fis-5347	220	61	,	,	PUNCT
fis-5347	220	62	and	and	CCONJ
fis-5347	220	63	16	16	NUM
fis-5347	220	64	mm	mm	NOUN
fis-5347	220	65	,	,	PUNCT
fis-5347	220	66	respectively	respectively	ADV
fis-5347	220	67	.	.	PUNCT
fis-5347	221	1	the	the	DET
fis-5347	221	2	analysis	analysis	NOUN
fis-5347	221	3	was	be	AUX
fis-5347	221	4	conducted	conduct	VERB
fis-5347	221	5	with	with	ADP
fis-5347	221	6	a	a	DET
fis-5347	221	7	concrete	concrete	ADJ
fis-5347	221	8	compressive	compressive	ADJ
fis-5347	221	9	strength	strength	NOUN
fis-5347	221	10	of	of	ADP
fis-5347	221	11	40	40	NUM
fis-5347	221	12	mpa	mpa	NOUN
fis-5347	221	13	and	and	CCONJ
fis-5347	221	14	steel	steel	NOUN
fis-5347	221	15	yield	yield	NOUN
fis-5347	221	16	strength	strength	NOUN
fis-5347	221	17	of	of	ADP
fis-5347	221	18	400	400	NUM
fis-5347	221	19	mpa	mpa	NOUN
fis-5347	221	20	.	.	PUNCT
fis-5347	222	1	the	the	DET
fis-5347	222	2	theoretical	theoretical	ADJ
fis-5347	222	3	calculated	calculate	VERB
fis-5347	222	4	maximum	maximum	ADJ
fis-5347	222	5	axial	axial	ADJ
fis-5347	222	6	loads	load	NOUN
fis-5347	222	7	and	and	CCONJ
fis-5347	222	8	the	the	DET
fis-5347	222	9	numerical	numerical	PROPN
fis-5347	222	10	maximum	maximum	PROPN
fis-5347	222	11	axial	axial	ADJ
fis-5347	222	12	loads	load	NOUN
fis-5347	222	13	are	be	AUX
fis-5347	222	14	presented	present	VERB
fis-5347	222	15	in	in	ADP
fis-5347	222	16	tab	tab	NOUN
fis-5347	222	17	.	.	PROPN
fis-5347	223	1	6	6	NUM
fis-5347	223	2	and	and	CCONJ
fis-5347	223	3	fig	fig	NOUN
fis-5347	223	4	.	.	PUNCT
fis-5347	224	1	14	14	NUM
fis-5347	224	2	.	.	PUNCT
fis-5347	225	1	it	it	PRON
fis-5347	225	2	is	be	AUX
fis-5347	225	3	noted	note	VERB
fis-5347	225	4	that	that	SCONJ
fis-5347	225	5	the	the	DET
fis-5347	225	6	calculated	calculated	ADJ
fis-5347	225	7	maximum	maximum	ADJ
fis-5347	225	8	axial	axial	ADJ
fis-5347	225	9	loads	load	NOUN
fis-5347	225	10	closely	closely	ADV
fis-5347	225	11	match	match	VERB
fis-5347	225	12	the	the	DET
fis-5347	225	13	numerical	numerical	ADJ
fis-5347	225	14	values	value	NOUN
fis-5347	225	15	,	,	PUNCT
fis-5347	225	16	with	with	ADP
fis-5347	225	17	deviations	deviation	NOUN
fis-5347	225	18	not	not	PART
fis-5347	225	19	exceeding	exceed	VERB
fis-5347	225	20	4.48	4.48	NUM
fis-5347	225	21	%	%	NOUN
fis-5347	225	22	for	for	ADP
fis-5347	225	23	rc	rc	NOUN
fis-5347	225	24	composite	composite	ADJ
fis-5347	225	25	columns	column	NOUN
fis-5347	225	26	.	.	PUNCT
fis-5347	226	1	additionally	additionally	ADV
fis-5347	226	2	,	,	PUNCT
fis-5347	226	3	the	the	DET
fis-5347	226	4	theoretical	theoretical	ADJ
fis-5347	226	5	calculated	calculate	VERB
fis-5347	226	6	maximum	maximum	ADJ
fis-5347	226	7	axial	axial	ADJ
fis-5347	226	8	loads	load	NOUN
fis-5347	226	9	increase	increase	VERB
fis-5347	226	10	when	when	SCONJ
fis-5347	226	11	the	the	DET
fis-5347	226	12	reinforcement	reinforcement	NOUN
fis-5347	226	13	ratio	ratio	NOUN
fis-5347	226	14	is	be	AUX
fis-5347	226	15	less	less	ADJ
fis-5347	226	16	than	than	ADP
fis-5347	226	17	1.25	1.25	NUM
fis-5347	226	18	%	%	NOUN
fis-5347	226	19	and	and	CCONJ
fis-5347	226	20	decrease	decrease	NOUN
fis-5347	226	21	when	when	SCONJ
fis-5347	226	22	the	the	DET
fis-5347	226	23	reinforcement	reinforcement	NOUN
fis-5347	226	24	ratio	ratio	NOUN
fis-5347	226	25	exceeds	exceed	VERB
fis-5347	226	26	2.00	2.00	NUM
fis-5347	226	27	%	%	NOUN
fis-5347	226	28	.	.	PUNCT
fis-5347	227	1	therefore	therefore	ADV
fis-5347	227	2	,	,	PUNCT
fis-5347	227	3	it	it	PRON
fis-5347	227	4	may	may	AUX
fis-5347	227	5	be	be	AUX
fis-5347	227	6	necessary	necessary	ADJ
fis-5347	227	7	to	to	PART
fis-5347	227	8	reconsider	reconsider	VERB
fis-5347	227	9	the	the	DET
fis-5347	227	10	calculation	calculation	NOUN
fis-5347	227	11	of	of	ADP
fis-5347	227	12	the	the	DET
fis-5347	227	13	value	value	NOUN
fis-5347	227	14	of	of	ADP
fis-5347	227	15	axial	axial	ADJ
fis-5347	227	16	load	load	NOUN
fis-5347	227	17	contribution	contribution	NOUN
fis-5347	227	18	resulting	result	VERB
fis-5347	227	19	from	from	ADP
fis-5347	227	20	the	the	DET
fis-5347	227	21	compressive	compressive	ADJ
fis-5347	227	22	stress	stress	NOUN
fis-5347	227	23	in	in	ADP
fis-5347	227	24	the	the	DET
fis-5347	227	25	reinforcing	reinforce	VERB
fis-5347	227	26	steel	steel	NOUN
fis-5347	227	27	.	.	PUNCT
fis-5347	228	1	no	no	INTJ
fis-5347	228	2	.	.	PUNCT
fis-5347	229	1	rft	rft	PROPN
fis-5347	229	2	.	.	PUNCT
fis-5347	230	1	ratio	ratio	NOUN
fis-5347	230	2	(	(	PUNCT
fis-5347	230	3	%	%	INTJ
fis-5347	230	4	)	)	PUNCT
fis-5347	230	5	conventional	conventional	ADJ
fis-5347	230	6	columns	column	NOUN
fis-5347	230	7	composite	composite	ADJ
fis-5347	230	8	columns	column	NOUN
fis-5347	230	9	pequ	pequ	NOUN
fis-5347	230	10	(	(	PUNCT
fis-5347	230	11	kn	kn	NOUN
fis-5347	230	12	)	)	PUNCT
fis-5347	230	13	pfem	pfem	NOUN
fis-5347	230	14	(	(	PUNCT
fis-5347	230	15	kn	kn	NOUN
fis-5347	230	16	)	)	PUNCT
fis-5347	230	17	pfem	pfem	NOUN
fis-5347	230	18	/pequ	/pequ	VERB
fis-5347	230	19	pequ	pequ	NOUN
fis-5347	231	1	(	(	PUNCT
fis-5347	231	2	kn	kn	NOUN
fis-5347	231	3	)	)	PUNCT
fis-5347	231	4	pfem	pfem	NOUN
fis-5347	231	5	(	(	PUNCT
fis-5347	231	6	kn	kn	NOUN
fis-5347	231	7	)	)	PUNCT
fis-5347	231	8	pfem	pfem	NOUN
fis-5347	231	9	/ppequ	/ppequ	PUNCT
fis-5347	231	10	rs1	rs1	PROPN
fis-5347	231	11	0.79	0.79	NUM
fis-5347	231	12	761.15	761.15	NUM
fis-5347	231	13	821.00	821.00	NUM
fis-5347	231	14	1.08	1.08	NUM
fis-5347	231	15	1015.53	1015.53	NUM
fis-5347	231	16	1061.00	1061.00	NUM
fis-5347	231	17	1.04	1.04	NUM
fis-5347	231	18	rs2	rs2	NOUN
fis-5347	231	19	1.23	1.23	NUM
fis-5347	231	20	803.37	803.37	NUM
fis-5347	231	21	842.00	842.00	NUM
fis-5347	231	22	1.05	1.05	NUM
fis-5347	231	23	1057.76	1057.76	NUM
fis-5347	231	24	1100.00	1100.00	NUM
fis-5347	231	25	1.04	1.04	NUM
fis-5347	231	26	rs3	rs3	NOUN
fis-5347	231	27	1.77	1.77	NUM
fis-5347	231	28	854.98	854.98	NUM
fis-5347	231	29	860.00	860.00	NUM
fis-5347	231	30	1.01	1.01	NUM
fis-5347	231	31	1109.36	1109.36	NUM
fis-5347	231	32	1121.00	1121.00	NUM
fis-5347	231	33	1.01	1.01	NUM
fis-5347	231	34	rs4	rs4	NOUN
fis-5347	231	35	3.14	3.14	NUM
fis-5347	231	36	986.35	986.35	NUM
fis-5347	231	37	891.00	891.00	NUM
fis-5347	231	38	0.90	0.90	NUM
fis-5347	231	39	1240.73	1240.73	NUM
fis-5347	231	40	1220.00	1220.00	NUM
fis-5347	231	41	0.98	0.98	NUM
fis-5347	231	42	table	table	NOUN
fis-5347	231	43	8	8	NUM
fis-5347	231	44	:	:	PUNCT
fis-5347	231	45	effect	effect	NOUN
fis-5347	231	46	of	of	ADP
fis-5347	231	47	reinforcement	reinforcement	NOUN
fis-5347	231	48	ratio	ratio	NOUN
fis-5347	231	49	on	on	ADP
fis-5347	231	50	theoretical	theoretical	ADJ
fis-5347	231	51	and	and	CCONJ
fis-5347	231	52	numerical	numerical	ADJ
fis-5347	231	53	maximum	maximum	ADJ
fis-5347	231	54	axial	axial	ADJ
fis-5347	231	55	load	load	NOUN
fis-5347	231	56	.	.	PUNCT
fis-5347	232	1	fig	fig	NOUN
fis-5347	232	2	.	.	PUNCT
fis-5347	233	1	15	15	NUM
fis-5347	233	2	shows	show	VERB
fis-5347	233	3	the	the	DET
fis-5347	233	4	relationship	relationship	NOUN
fis-5347	233	5	between	between	ADP
fis-5347	233	6	the	the	DET
fis-5347	233	7	reinforcement	reinforcement	NOUN
fis-5347	233	8	ratio	ratio	NOUN
fis-5347	233	9	and	and	CCONJ
fis-5347	233	10	axial	axial	ADJ
fis-5347	233	11	load	load	NOUN
fis-5347	233	12	for	for	ADP
fis-5347	233	13	both	both	PRON
fis-5347	233	14	conventional	conventional	ADJ
fis-5347	233	15	rc	rc	PROPN
fis-5347	233	16	columns	column	NOUN
fis-5347	233	17	and	and	CCONJ
fis-5347	233	18	rc	rc	NOUN
fis-5347	233	19	composite	composite	ADJ
fis-5347	233	20	columns	column	NOUN
fis-5347	233	21	.	.	PUNCT
fis-5347	234	1	it	it	PRON
fis-5347	234	2	can	can	AUX
fis-5347	234	3	be	be	AUX
fis-5347	234	4	seen	see	VERB
fis-5347	234	5	that	that	SCONJ
fis-5347	234	6	the	the	DET
fis-5347	234	7	numerically	numerically	ADV
fis-5347	234	8	maximum	maximum	ADJ
fis-5347	234	9	axial	axial	ADJ
fis-5347	234	10	load	load	NOUN
fis-5347	234	11	increases	increase	NOUN
fis-5347	234	12	linearly	linearly	ADV
fis-5347	234	13	with	with	ADP
fis-5347	234	14	the	the	DET
fis-5347	234	15	reinforcement	reinforcement	NOUN
fis-5347	234	16	ratio	ratio	NOUN
fis-5347	234	17	up	up	ADP
fis-5347	234	18	to	to	ADP
fis-5347	234	19	approximately	approximately	ADV
fis-5347	234	20	3	3	NUM
fis-5347	234	21	%	%	NOUN
fis-5347	234	22	and	and	CCONJ
fis-5347	234	23	then	then	ADV
fis-5347	234	24	decreases	decrease	VERB
fis-5347	234	25	for	for	ADP
fis-5347	234	26	conventional	conventional	ADJ
fis-5347	234	27	rc	rc	PROPN
fis-5347	234	28	columns	column	NOUN
fis-5347	234	29	.	.	PUNCT
fis-5347	235	1	in	in	ADP
fis-5347	235	2	contrast	contrast	NOUN
fis-5347	235	3	,	,	PUNCT
fis-5347	235	4	the	the	DET
fis-5347	235	5	rate	rate	NOUN
fis-5347	235	6	of	of	ADP
fis-5347	235	7	increase	increase	NOUN
fis-5347	235	8	remains	remain	VERB
fis-5347	235	9	linear	linear	ADJ
fis-5347	235	10	for	for	ADP
fis-5347	235	11	rc	rc	PROPN
fis-5347	235	12	composite	composite	ADJ
fis-5347	235	13	columns	column	NOUN
fis-5347	235	14	.	.	PUNCT
fis-5347	236	1	p	p	X
fis-5347	236	2	=	=	NOUN
fis-5347	236	3	15.914fcu	15.914fcu	NOUN
fis-5347	236	4	+	+	CCONJ
fis-5347	236	5	515.92	515.92	NUM
fis-5347	236	6	r2	r2	NOUN
fis-5347	236	7	=	=	SYM
fis-5347	236	8	0.9982	0.9982	NUM
fis-5347	236	9	p=	p=	ADJ
fis-5347	236	10	16.975fcu	16.975fcu	NOUN
fis-5347	236	11	+	+	X
fis-5347	236	12	199.72	199.72	NUM
fis-5347	236	13	r2	r2	NOUN
fis-5347	236	14	=	=	NOUN
fis-5347	237	1	0.9998	0.9998	NUM
fis-5347	237	2	0	0	NUM
fis-5347	237	3	500	500	NUM
fis-5347	237	4	1000	1000	NUM
fis-5347	237	5	1500	1500	NUM
fis-5347	237	6	2000	2000	NUM
fis-5347	237	7	2500	2500	NUM
fis-5347	237	8	0	0	NUM
fis-5347	237	9	20	20	NUM
fis-5347	237	10	40	40	NUM
fis-5347	237	11	60	60	NUM
fis-5347	237	12	80	80	NUM
fis-5347	237	13	100	100	NUM
fis-5347	237	14	120	120	NUM
fis-5347	237	15	l	l	NOUN
fis-5347	237	16	oa	oa	X
fis-5347	237	17	d	d	X
fis-5347	237	18	(	(	PUNCT
fis-5347	237	19	k	k	PROPN
fis-5347	237	20	n	n	X
fis-5347	237	21	)	)	PUNCT
fis-5347	237	22	fcu	fcu	PROPN
fis-5347	237	23	(	(	PUNCT
fis-5347	237	24	mpa	mpa	NOUN
fis-5347	237	25	)	)	PUNCT
fis-5347	237	26	composite	composite	ADJ
fis-5347	237	27	columns	column	NOUN
fis-5347	237	28	conventional	conventional	ADJ
fis-5347	237	29	columns	column	NOUN
fis-5347	237	30	m.	m.	NOUN
fis-5347	237	31	a.	a.	PROPN
fis-5347	237	32	m.	m.	PROPN
fis-5347	237	33	khalil	khalil	PROPN
fis-5347	237	34	,	,	PUNCT
fis-5347	237	35	fracture	fracture	PROPN
fis-5347	237	36	and	and	CCONJ
fis-5347	237	37	structural	structural	ADJ
fis-5347	237	38	integrity	integrity	NOUN
fis-5347	237	39	,	,	PUNCT
fis-5347	237	40	72	72	NUM
fis-5347	237	41	(	(	PUNCT
fis-5347	237	42	2025	2025	NUM
fis-5347	237	43	)	)	PUNCT
fis-5347	237	44	263	263	NUM
fis-5347	237	45	-	-	SYM
fis-5347	237	46	279	279	NUM
fis-5347	237	47	;	;	PUNCT
fis-5347	237	48	doi	doi	NOUN
fis-5347	237	49	:	:	PUNCT
fis-5347	237	50	10.3221	10.3221	NUM
fis-5347	237	51	/	/	SYM
fis-5347	237	52	igf	igf	PROPN
fis-5347	237	53	-	-	PUNCT
fis-5347	237	54	esis.72.19	esis.72.19	PROPN
fis-5347	237	55	276	276	NUM
fis-5347	237	56	a	a	PRON
fis-5347	237	57	)	)	PUNCT
fis-5347	237	58	conventional	conventional	ADJ
fis-5347	237	59	column	column	NOUN
fis-5347	237	60	b	b	X
fis-5347	237	61	)	)	PUNCT
fis-5347	237	62	composite	composite	ADJ
fis-5347	237	63	columns	column	NOUN
fis-5347	237	64	figure	figure	VERB
fis-5347	237	65	14	14	NUM
fis-5347	237	66	:	:	PUNCT
fis-5347	237	67	effect	effect	NOUN
fis-5347	237	68	of	of	ADP
fis-5347	237	69	the	the	DET
fis-5347	237	70	reinforcement	reinforcement	NOUN
fis-5347	237	71	ratio	ratio	NOUN
fis-5347	237	72	on	on	ADP
fis-5347	237	73	theoretical	theoretical	ADJ
fis-5347	237	74	and	and	CCONJ
fis-5347	237	75	numerical	numerical	ADJ
fis-5347	237	76	maximum	maximum	ADJ
fis-5347	237	77	axial	axial	ADJ
fis-5347	237	78	load	load	NOUN
fis-5347	237	79	.	.	PUNCT
fis-5347	238	1	figure	figure	VERB
fis-5347	238	2	15	15	NUM
fis-5347	238	3	:	:	PUNCT
fis-5347	238	4	relationship	relationship	NOUN
fis-5347	238	5	between	between	ADP
fis-5347	238	6	reinforcement	reinforcement	NOUN
fis-5347	238	7	ratio	ratio	NOUN
fis-5347	238	8	and	and	CCONJ
fis-5347	238	9	axial	axial	ADJ
fis-5347	238	10	load	load	NOUN
fis-5347	238	11	.	.	PUNCT
fis-5347	239	1	no	no	INTJ
fis-5347	239	2	.	.	PUNCT
fis-5347	240	1	gfrp	gfrp	PROPN
fis-5347	240	2	section	section	PROPN
fis-5347	240	3	gfrp	gfrp	PROPN
fis-5347	240	4	dimensions	dimensions	PROPN
fis-5347	240	5	(	(	PUNCT
fis-5347	240	6	mm	mm	NOUN
fis-5347	240	7	)	)	PUNCT
fis-5347	240	8	gfrp	gfrp	PROPN
fis-5347	240	9	i	i	PROPN
fis-5347	240	10	-	-	PUNCT
fis-5347	240	11	section	section	NOUN
fis-5347	240	12	ratio	ratio	NOUN
fis-5347	240	13	(	(	PUNCT
fis-5347	240	14	%	%	INTJ
fis-5347	240	15	)	)	PUNCT
fis-5347	240	16	pequ	pequ	NOUN
fis-5347	240	17	(	(	PUNCT
fis-5347	240	18	kn	kn	NOUN
fis-5347	240	19	)	)	PUNCT
fis-5347	240	20	pfem	pfem	NOUN
fis-5347	240	21	(	(	PUNCT
fis-5347	240	22	kn	kn	NOUN
fis-5347	240	23	)	)	PUNCT
fis-5347	240	24	pfem	pfem	NOUN
fis-5347	240	25	/	/	SYM
fis-5347	240	26	ppequ	ppequ	NOUN
fis-5347	240	27	stress	stress	NOUN
fis-5347	240	28	in	in	ADP
fis-5347	240	29	steel	steel	NOUN
fis-5347	240	30	(	(	PUNCT
fis-5347	240	31	mpa	mpa	PROPN
fis-5347	240	32	)	)	PUNCT
fis-5347	240	33	stress	stress	NOUN
fis-5347	240	34	in	in	ADP
fis-5347	240	35	gfrp	gfrp	PROPN
fis-5347	240	36	(	(	PUNCT
fis-5347	240	37	mpa	mpa	PROPN
fis-5347	240	38	)	)	PUNCT
fis-5347	240	39	rgfrp	rgfrp	NOUN
fis-5347	240	40	-	-	PUNCT
fis-5347	240	41	p1	p1	NOUN
fis-5347	240	42	flat	flat	ADJ
fis-5347	240	43	plate	plate	NOUN
fis-5347	240	44	89x5.5	89x5.5	NUM
fis-5347	240	45	2.03	2.03	NUM
fis-5347	240	46	899.91	899.91	NUM
fis-5347	240	47	935.00	935.00	NUM
fis-5347	240	48	1.04	1.04	NUM
fis-5347	240	49	349.05	349.05	NUM
fis-5347	240	50	181.41	181.41	NUM
fis-5347	240	51	rgfrp	rgfrp	NOUN
fis-5347	240	52	-	-	PUNCT
fis-5347	240	53	p2	p2	NOUN
fis-5347	240	54	84x8	84x8	NUM
fis-5347	240	55	2.88	2.88	NUM
fis-5347	240	56	940.08	940.08	NUM
fis-5347	240	57	998.75	998.75	NUM
fis-5347	240	58	1.06	1.06	NUM
fis-5347	240	59	400.00	400.00	NUM
fis-5347	240	60	212.00	212.00	NUM
fis-5347	240	61	rgfrp	rgfrp	NOUN
fis-5347	240	62	-	-	PUNCT
fis-5347	240	63	p3	p3	NOUN
fis-5347	240	64	80x10	80x10	NUM
fis-5347	240	65	3.52	3.52	NUM
fis-5347	240	66	970.55	970.55	NUM
fis-5347	240	67	1040.00	1040.00	NUM
fis-5347	240	68	1.07	1.07	NUM
fis-5347	240	69	400.00	400.00	NUM
fis-5347	240	70	213.09	213.09	NUM
fis-5347	240	71	rgfrp	rgfrp	NOUN
fis-5347	240	72	-	-	PUNCT
fis-5347	240	73	p4	p4	ADJ
fis-5347	240	74	76x12	76x12	NUM
fis-5347	240	75	4.13	4.13	NUM
fis-5347	240	76	999.52	999.52	NUM
fis-5347	240	77	995.00	995.00	NUM
fis-5347	240	78	1.00	1.00	NUM
fis-5347	240	79	362.04	362.04	NUM
fis-5347	240	80	166.67	166.67	NUM
fis-5347	240	81	rgfrp	rgfrp	NOUN
fis-5347	240	82	-	-	PUNCT
fis-5347	240	83	p5	p5	ADJ
fis-5347	240	84	70x15	70x15	NUM
fis-5347	240	85	4.98	4.98	NUM
fis-5347	240	86	1040.20	1040.20	NUM
fis-5347	240	87	980.00	980.00	NUM
fis-5347	240	88	0.94	0.94	NUM
fis-5347	240	89	359.82	359.82	NUM
fis-5347	240	90	140.53	140.53	NUM
fis-5347	240	91	rgfrp	rgfrp	NOUN
fis-5347	240	92	-	-	PUNCT
fis-5347	240	93	p6	p6	VERB
fis-5347	240	94	60x20	60x20	NUM
fis-5347	240	95	6.25	6.25	NUM
fis-5347	240	96	1058.35	1058.35	NUM
fis-5347	240	97	980.00	980.00	NUM
fis-5347	240	98	0.93	0.93	NUM
fis-5347	240	99	301.61	301.61	NUM
fis-5347	240	100	116.70	116.70	NUM
fis-5347	240	101	rgfrp	rgfrp	NOUN
fis-5347	240	102	-	-	PUNCT
fis-5347	240	103	i1	i1	NOUN
fis-5347	240	104	i	i	PROPN
fis-5347	240	105	-	-	PUNCT
fis-5347	240	106	section	section	NOUN
fis-5347	240	107	100x80x5.5	100x80x5.5	NUM
fis-5347	240	108	5.35	5.35	NUM
fis-5347	240	109	1057.76	1057.76	NUM
fis-5347	240	110	1100.00	1100.00	NUM
fis-5347	240	111	1.04	1.04	NUM
fis-5347	240	112	400.00	400.00	NUM
fis-5347	240	113	292.43	292.43	NUM
fis-5347	240	114	rgfrp	rgfrp	NOUN
fis-5347	240	115	-	-	PUNCT
fis-5347	240	116	i2	i2	NOUN
fis-5347	240	117	100x80x8	100x80x8	ADJ
fis-5347	240	118	7.63	7.63	NUM
fis-5347	240	119	1165.96	1165.96	NUM
fis-5347	240	120	1107.50	1107.50	NUM
fis-5347	240	121	0.95	0.95	NUM
fis-5347	240	122	400.00	400.00	NUM
fis-5347	240	123	199.97	199.97	NUM
fis-5347	240	124	rgfrp	rgfrp	NOUN
fis-5347	240	125	-	-	PUNCT
fis-5347	240	126	i3	i3	NOUN
fis-5347	240	127	100x80x10	100x80x10	NUM
fis-5347	240	128	9.38	9.38	NUM
fis-5347	240	129	1249.17	1249.17	NUM
fis-5347	240	130	1178.75	1178.75	NUM
fis-5347	240	131	0.94	0.94	NUM
fis-5347	240	132	400.00	400.00	NUM
fis-5347	240	133	321.55	321.55	NUM
fis-5347	240	134	rgfrp	rgfrp	NOUN
fis-5347	240	135	-	-	PUNCT
fis-5347	240	136	i4	i4	PROPN
fis-5347	240	137	100x80x12	100x80x12	NUM
fis-5347	240	138	11.06	11.06	NUM
fis-5347	240	139	1329.42	1329.42	NUM
fis-5347	240	140	1195.00	1195.00	NUM
fis-5347	240	141	0.90	0.90	NUM
fis-5347	240	142	400.00	400.00	NUM
fis-5347	240	143	205.90	205.90	NUM
fis-5347	240	144	rgfrp	rgfrp	NOUN
fis-5347	240	145	-	-	PUNCT
fis-5347	240	146	i5	i5	NOUN
fis-5347	240	147	100x80x15	100x80x15	NUM
fis-5347	240	148	13.48	13.48	NUM
fis-5347	240	149	1444.21	1444.21	NUM
fis-5347	240	150	1197.50	1197.50	NUM
fis-5347	240	151	0.83	0.83	NUM
fis-5347	240	152	400.00	400.00	NUM
fis-5347	240	153	257.64	257.64	NUM
fis-5347	240	154	rgfrp	rgfrp	NOUN
fis-5347	240	155	-	-	PUNCT
fis-5347	240	156	i6	i6	NOUN
fis-5347	240	157	100x80x20	100x80x20	NUM
fis-5347	240	158	17.18	17.18	NUM
fis-5347	240	159	1578.45	1578.45	NUM
fis-5347	240	160	1210	1210	NUM
fis-5347	240	161	0.77	0.77	NUM
fis-5347	240	162	338.93	338.93	NUM
fis-5347	240	163	147.14	147.14	NUM
fis-5347	240	164	table	table	NOUN
fis-5347	240	165	9	9	NUM
fis-5347	240	166	:	:	PUNCT
fis-5347	240	167	effect	effect	NOUN
fis-5347	240	168	of	of	ADP
fis-5347	240	169	gfrp	gfrp	PROPN
fis-5347	240	170	ratio	ratio	NOUN
fis-5347	240	171	on	on	ADP
fis-5347	240	172	theoretical	theoretical	ADJ
fis-5347	240	173	and	and	CCONJ
fis-5347	240	174	numerical	numerical	ADJ
fis-5347	240	175	maximum	maximum	ADJ
fis-5347	240	176	axial	axial	ADJ
fis-5347	240	177	load	load	NOUN
fis-5347	240	178	.	.	PUNCT
fis-5347	241	1	effect	effect	NOUN
fis-5347	241	2	of	of	ADP
fis-5347	241	3	gfrp	gfrp	PROPN
fis-5347	241	4	ratio	ratio	NOUN
fis-5347	241	5	to	to	PART
fis-5347	241	6	investigate	investigate	VERB
fis-5347	241	7	the	the	DET
fis-5347	241	8	influence	influence	NOUN
fis-5347	241	9	of	of	ADP
fis-5347	241	10	the	the	DET
fis-5347	241	11	gfrp	gfrp	PROPN
fis-5347	241	12	ratio	ratio	NOUN
fis-5347	241	13	on	on	ADP
fis-5347	241	14	the	the	DET
fis-5347	241	15	behavior	behavior	NOUN
fis-5347	241	16	of	of	ADP
fis-5347	241	17	rc	rc	PROPN
fis-5347	241	18	composite	composite	ADJ
fis-5347	241	19	columns	column	NOUN
fis-5347	241	20	,	,	PUNCT
fis-5347	241	21	analyses	analysis	NOUN
fis-5347	241	22	were	be	AUX
fis-5347	241	23	performed	perform	VERB
fis-5347	241	24	for	for	ADP
fis-5347	241	25	twelve	twelve	NUM
fis-5347	241	26	different	different	ADJ
fis-5347	241	27	values	value	NOUN
fis-5347	241	28	ranging	range	VERB
fis-5347	241	29	from	from	ADP
fis-5347	241	30	2.03	2.03	NUM
fis-5347	241	31	%	%	NOUN
fis-5347	241	32	to	to	ADP
fis-5347	241	33	17.18	17.18	NUM
fis-5347	241	34	%	%	NOUN
fis-5347	241	35	using	use	VERB
fis-5347	241	36	two	two	NUM
fis-5347	241	37	different	different	ADJ
fis-5347	241	38	shapes	shape	NOUN
fis-5347	241	39	of	of	ADP
fis-5347	241	40	gfrp	gfrp	PROPN
fis-5347	241	41	sections	section	NOUN
fis-5347	241	42	,	,	PUNCT
fis-5347	241	43	flat	flat	ADJ
fis-5347	241	44	plates	plate	NOUN
fis-5347	241	45	and	and	CCONJ
fis-5347	241	46	i	i	NOUN
fis-5347	241	47	-	-	PUNCT
fis-5347	241	48	shaped	shape	VERB
fis-5347	241	49	sections	section	NOUN
fis-5347	241	50	.	.	PUNCT
fis-5347	242	1	the	the	DET
fis-5347	242	2	concrete	concrete	ADJ
fis-5347	242	3	compressive	compressive	ADJ
fis-5347	242	4	strength	strength	NOUN
fis-5347	242	5	was	be	AUX
fis-5347	242	6	set	set	VERB
fis-5347	242	7	at	at	ADP
fis-5347	242	8	40	40	NUM
fis-5347	242	9	mpa	mpa	NOUN
fis-5347	242	10	and	and	CCONJ
fis-5347	242	11	steel	steel	NOUN
fis-5347	242	12	yield	yield	NOUN
fis-5347	242	13	strength	strength	NOUN
fis-5347	242	14	was	be	AUX
fis-5347	242	15	400	400	NUM
fis-5347	242	16	mpa	mpa	NOUN
fis-5347	242	17	.	.	PUNCT
fis-5347	243	1	761	761	NUM
fis-5347	243	2	803	803	NUM
fis-5347	243	3	855	855	NUM
fis-5347	243	4	986	986	NUM
fis-5347	243	5	821	821	NUM
fis-5347	243	6	842	842	NUM
fis-5347	243	7	860	860	NUM
fis-5347	243	8	891	891	NUM
fis-5347	243	9	0	0	NUM
fis-5347	243	10	200	200	NUM
fis-5347	243	11	400	400	NUM
fis-5347	243	12	600	600	NUM
fis-5347	243	13	800	800	NUM
fis-5347	243	14	1000	1000	NUM
fis-5347	243	15	1200	1200	NUM
fis-5347	243	16	1400	1400	NUM
fis-5347	243	17	p	p	NOUN
fis-5347	243	18	m	m	PRON
fis-5347	243	19	ax	ax	NOUN
fis-5347	243	20	(	(	PUNCT
fis-5347	243	21	k	k	NOUN
fis-5347	243	22	n	n	PROPN
fis-5347	243	23	)	)	PUNCT
fis-5347	243	24	0.79	0.79	NUM
fis-5347	243	25	%	%	NOUN
fis-5347	243	26	1.23	1.23	NUM
fis-5347	243	27	%	%	NOUN
fis-5347	243	28	1.77	1.77	NUM
fis-5347	243	29	%	%	NOUN
fis-5347	243	30	3.14	3.14	NUM
fis-5347	243	31	%	%	NOUN
fis-5347	243	32	ptheo	ptheo	PROPN
fis-5347	243	33	fea	fea	PROPN
fis-5347	243	34	1016	1016	NUM
fis-5347	243	35	1058	1058	NUM
fis-5347	243	36	1109	1109	NUM
fis-5347	243	37	1241	1241	NUM
fis-5347	243	38	1061	1061	NUM
fis-5347	243	39	1100	1100	NUM
fis-5347	243	40	1121	1121	NUM
fis-5347	243	41	1220	1220	NUM
fis-5347	243	42	0	0	NUM
fis-5347	244	1	200	200	NUM
fis-5347	244	2	400	400	NUM
fis-5347	244	3	600	600	NUM
fis-5347	244	4	800	800	NUM
fis-5347	244	5	1000	1000	NUM
fis-5347	244	6	1200	1200	NUM
fis-5347	244	7	1400	1400	NUM
fis-5347	244	8	p	p	NOUN
fis-5347	244	9	m	m	PRON
fis-5347	244	10	ax	ax	NOUN
fis-5347	244	11	(	(	PUNCT
fis-5347	244	12	k	k	NOUN
fis-5347	244	13	n	n	PROPN
fis-5347	244	14	)	)	PUNCT
fis-5347	244	15	0.79	0.79	NUM
fis-5347	244	16	%	%	NOUN
fis-5347	244	17	1.23	1.23	NUM
fis-5347	244	18	%	%	NOUN
fis-5347	244	19	1.77	1.77	NUM
fis-5347	244	20	%	%	NOUN
fis-5347	244	21	3.14	3.14	NUM
fis-5347	244	22	%	%	NOUN
fis-5347	244	23	ppequ	ppequ	NOUN
fis-5347	244	24	fea	fea	NOUN
fis-5347	244	25	p	p	NOUN
fis-5347	244	26	=	=	PUNCT
fis-5347	244	27	66.099ρ	66.099ρ	PRON
fis-5347	244	28	+	+	NUM
fis-5347	244	29	1011	1011	NUM
fis-5347	244	30	r2	r2	NOUN
fis-5347	244	31	=	=	SYM
fis-5347	244	32	0.9916	0.9916	NUM
fis-5347	244	33	p	p	NOUN
fis-5347	244	34	=	=	NOUN
fis-5347	244	35	28.635ρ	28.635ρ	NOUN
fis-5347	244	36	+	+	CCONJ
fis-5347	244	37	803.89	803.89	NUM
fis-5347	244	38	r2	r2	NOUN
fis-5347	244	39	=	=	PUNCT
fis-5347	245	1	0.9712	0.9712	NUM
fis-5347	245	2	0	0	NUM
fis-5347	245	3	200	200	NUM
fis-5347	245	4	400	400	NUM
fis-5347	245	5	600	600	NUM
fis-5347	245	6	800	800	NUM
fis-5347	245	7	1000	1000	NUM
fis-5347	245	8	1200	1200	NUM
fis-5347	245	9	1400	1400	NUM
fis-5347	245	10	l	l	NOUN
fis-5347	245	11	oa	oa	INTJ
fis-5347	245	12	d	d	X
fis-5347	245	13	(	(	PUNCT
fis-5347	245	14	k	k	PROPN
fis-5347	245	15	n	n	CCONJ
fis-5347	245	16	)	)	PUNCT
fis-5347	245	17	ρ	ρ	PROPN
fis-5347	245	18	(	(	PUNCT
fis-5347	245	19	%	%	NOUN
fis-5347	245	20	)	)	PUNCT
fis-5347	245	21	composite	composite	ADJ
fis-5347	245	22	columns	column	NOUN
fis-5347	245	23	conventional	conventional	ADJ
fis-5347	245	24	columns	column	NOUN
fis-5347	245	25	m.	m.	NOUN
fis-5347	245	26	a.	a.	PROPN
fis-5347	245	27	m.	m.	PROPN
fis-5347	245	28	khalil	khalil	PROPN
fis-5347	245	29	,	,	PUNCT
fis-5347	245	30	fracture	fracture	PROPN
fis-5347	245	31	and	and	CCONJ
fis-5347	245	32	structural	structural	ADJ
fis-5347	245	33	integrity	integrity	NOUN
fis-5347	245	34	,	,	PUNCT
fis-5347	245	35	72	72	NUM
fis-5347	245	36	(	(	PUNCT
fis-5347	245	37	2025	2025	NUM
fis-5347	245	38	)	)	PUNCT
fis-5347	245	39	263	263	NUM
fis-5347	245	40	-	-	SYM
fis-5347	245	41	279	279	NUM
fis-5347	245	42	;	;	PUNCT
fis-5347	245	43	doi	doi	NOUN
fis-5347	245	44	:	:	PUNCT
fis-5347	245	45	10.3221	10.3221	NUM
fis-5347	245	46	/	/	SYM
fis-5347	245	47	igf	igf	PROPN
fis-5347	245	48	-	-	PUNCT
fis-5347	245	49	esis.72.19	esis.72.19	PROPN
fis-5347	245	50	277	277	NUM
fis-5347	245	51	the	the	DET
fis-5347	245	52	theoretically	theoretically	ADV
fis-5347	245	53	calculated	calculate	VERB
fis-5347	245	54	maximum	maximum	ADJ
fis-5347	245	55	axial	axial	ADJ
fis-5347	245	56	loads	load	NOUN
fis-5347	245	57	and	and	CCONJ
fis-5347	245	58	the	the	DET
fis-5347	245	59	numerically	numerically	ADV
fis-5347	245	60	maximum	maximum	ADJ
fis-5347	245	61	axial	axial	ADJ
fis-5347	245	62	loads	load	NOUN
fis-5347	245	63	are	be	AUX
fis-5347	245	64	presented	present	VERB
fis-5347	245	65	in	in	ADP
fis-5347	245	66	tab	tab	NOUN
fis-5347	245	67	.	.	PUNCT
fis-5347	245	68	7	7	NUM
fis-5347	245	69	and	and	CCONJ
fis-5347	245	70	fig	fig	NOUN
fis-5347	245	71	.	.	PUNCT
fis-5347	246	1	16	16	NUM
fis-5347	246	2	.	.	PUNCT
fis-5347	247	1	it	it	PRON
fis-5347	247	2	can	can	AUX
fis-5347	247	3	be	be	AUX
fis-5347	247	4	seen	see	VERB
fis-5347	247	5	that	that	SCONJ
fis-5347	247	6	the	the	DET
fis-5347	247	7	calculated	calculated	ADJ
fis-5347	247	8	maximum	maximum	ADJ
fis-5347	247	9	axial	axial	ADJ
fis-5347	247	10	loads	load	NOUN
fis-5347	247	11	closely	closely	ADV
fis-5347	247	12	match	match	VERB
fis-5347	247	13	the	the	DET
fis-5347	247	14	numerical	numerical	ADJ
fis-5347	247	15	values	value	NOUN
fis-5347	247	16	for	for	ADP
fis-5347	247	17	rc	rc	PROPN
fis-5347	247	18	composite	composite	ADJ
fis-5347	247	19	columns	column	NOUN
fis-5347	247	20	with	with	ADP
fis-5347	247	21	gfrp	gfrp	PROPN
fis-5347	247	22	ratio	ratio	NOUN
fis-5347	247	23	up	up	ADP
fis-5347	247	24	to	to	PART
fis-5347	247	25	4	4	NUM
fis-5347	247	26	%	%	NOUN
fis-5347	247	27	for	for	ADP
fis-5347	247	28	flat	flat	ADJ
fis-5347	247	29	plates	plate	NOUN
fis-5347	247	30	and	and	CCONJ
fis-5347	247	31	8	8	NUM
fis-5347	247	32	%	%	NOUN
fis-5347	247	33	i	i	NOUN
fis-5347	247	34	-	-	PUNCT
fis-5347	247	35	shaped	shape	VERB
fis-5347	247	36	sections	section	NOUN
fis-5347	247	37	.	.	PUNCT
fis-5347	248	1	however	however	ADV
fis-5347	248	2	,	,	PUNCT
fis-5347	248	3	the	the	DET
fis-5347	248	4	numerically	numerically	ADV
fis-5347	248	5	maximum	maximum	ADJ
fis-5347	248	6	axial	axial	ADJ
fis-5347	248	7	loads	load	NOUN
fis-5347	248	8	remain	remain	VERB
fis-5347	248	9	almost	almost	ADV
fis-5347	248	10	constant	constant	ADJ
fis-5347	248	11	at	at	ADP
fis-5347	248	12	gfrp	gfrp	PROPN
fis-5347	248	13	ratios	ratio	NOUN
fis-5347	248	14	exceeding	exceed	VERB
fis-5347	248	15	4	4	NUM
fis-5347	248	16	%	%	NOUN
fis-5347	248	17	for	for	ADP
fis-5347	248	18	flat	flat	ADJ
fis-5347	248	19	plates	plate	NOUN
fis-5347	248	20	and	and	CCONJ
fis-5347	248	21	8	8	NUM
fis-5347	248	22	%	%	NOUN
fis-5347	248	23	i	i	NOUN
fis-5347	248	24	-	-	PUNCT
fis-5347	248	25	shaped	shape	VERB
fis-5347	248	26	sections	section	NOUN
fis-5347	248	27	.	.	PUNCT
fis-5347	249	1	therefore	therefore	ADV
fis-5347	249	2	,	,	PUNCT
fis-5347	249	3	the	the	DET
fis-5347	249	4	proposed	propose	VERB
fis-5347	249	5	equation	equation	NOUN
fis-5347	249	6	for	for	ADP
fis-5347	249	7	calculating	calculate	VERB
fis-5347	249	8	of	of	ADP
fis-5347	249	9	the	the	DET
fis-5347	249	10	axial	axial	ADJ
fis-5347	249	11	load	load	NOUN
fis-5347	249	12	of	of	ADP
fis-5347	249	13	rc	rc	PROPN
fis-5347	249	14	composite	composite	ADJ
fis-5347	249	15	columns	column	NOUN
fis-5347	249	16	is	be	AUX
fis-5347	249	17	satisfactory	satisfactory	ADJ
fis-5347	249	18	at	at	ADP
fis-5347	249	19	gfrp	gfrp	PROPN
fis-5347	249	20	ratios	ratio	NOUN
fis-5347	249	21	less	less	ADJ
fis-5347	249	22	than	than	ADP
fis-5347	249	23	4	4	NUM
fis-5347	249	24	%	%	NOUN
fis-5347	249	25	for	for	ADP
fis-5347	249	26	flat	flat	ADJ
fis-5347	249	27	plates	plate	NOUN
fis-5347	249	28	and	and	CCONJ
fis-5347	249	29	8	8	NUM
fis-5347	249	30	%	%	NOUN
fis-5347	249	31	i	i	NOUN
fis-5347	249	32	-	-	PUNCT
fis-5347	249	33	shaped	shape	VERB
fis-5347	249	34	sections	section	NOUN
fis-5347	249	35	.	.	PUNCT
fis-5347	250	1	a	a	DET
fis-5347	250	2	)	)	PUNCT
fis-5347	250	3	flat	flat	ADJ
fis-5347	250	4	plate	plate	NOUN
fis-5347	250	5	shape	shape	NOUN
fis-5347	250	6	b	b	PROPN
fis-5347	250	7	)	)	PUNCT
fis-5347	250	8	i	i	NOUN
fis-5347	250	9	-	-	PUNCT
fis-5347	250	10	shape	shape	NOUN
fis-5347	250	11	figure	figure	NOUN
fis-5347	250	12	16	16	NUM
fis-5347	250	13	:	:	PUNCT
fis-5347	250	14	effect	effect	NOUN
fis-5347	250	15	of	of	ADP
fis-5347	250	16	the	the	DET
fis-5347	250	17	gfrp	gfrp	PROPN
fis-5347	250	18	ratio	ratio	NOUN
fis-5347	250	19	on	on	ADP
fis-5347	250	20	the	the	DET
fis-5347	250	21	theoretical	theoretical	ADJ
fis-5347	250	22	and	and	CCONJ
fis-5347	250	23	numerical	numerical	ADJ
fis-5347	250	24	maximum	maximum	ADJ
fis-5347	250	25	axial	axial	ADJ
fis-5347	250	26	load	load	NOUN
fis-5347	250	27	.	.	PUNCT
fis-5347	251	1	the	the	DET
fis-5347	251	2	resistance	resistance	NOUN
fis-5347	251	3	of	of	ADP
fis-5347	251	4	the	the	DET
fis-5347	251	5	rc	rc	PROPN
fis-5347	251	6	composite	composite	ADJ
fis-5347	251	7	columns	column	NOUN
fis-5347	251	8	is	be	AUX
fis-5347	251	9	increases	increase	NOUN
fis-5347	251	10	as	as	ADP
fis-5347	251	11	the	the	DET
fis-5347	251	12	surface	surface	NOUN
fis-5347	251	13	area	area	NOUN
fis-5347	251	14	of	of	ADP
fis-5347	251	15	the	the	DET
fis-5347	251	16	gfrp	gfrp	NOUN
fis-5347	251	17	increases	increase	VERB
fis-5347	251	18	and	and	CCONJ
fis-5347	251	19	as	as	SCONJ
fis-5347	251	20	the	the	DET
fis-5347	251	21	homogeneity	homogeneity	NOUN
fis-5347	251	22	inside	inside	ADV
fis-5347	251	23	within	within	ADP
fis-5347	251	24	the	the	DET
fis-5347	251	25	concrete	concrete	ADJ
fis-5347	251	26	section	section	NOUN
fis-5347	251	27	improves	improve	VERB
fis-5347	251	28	.	.	PUNCT
fis-5347	252	1	conclusions	conclusion	NOUN
fis-5347	252	2	rom	rom	VERB
fis-5347	252	3	studying	study	VERB
fis-5347	252	4	the	the	DET
fis-5347	252	5	proposed	propose	VERB
fis-5347	252	6	model	model	NOUN
fis-5347	252	7	for	for	ADP
fis-5347	252	8	composite	composite	ADJ
fis-5347	252	9	concrete	concrete	ADJ
fis-5347	252	10	columns	column	NOUN
fis-5347	252	11	consisting	consist	VERB
fis-5347	252	12	of	of	ADP
fis-5347	252	13	glass	glass	NOUN
fis-5347	252	14	fiber	fiber	NOUN
fis-5347	252	15	reinforced	reinforce	VERB
fis-5347	252	16	polymer	polymer	NOUN
fis-5347	252	17	(	(	PUNCT
fis-5347	252	18	gfrp	gfrp	NOUN
fis-5347	252	19	)	)	PUNCT
fis-5347	252	20	profiles	profile	NOUN
fis-5347	252	21	and	and	CCONJ
fis-5347	252	22	longitudinal	longitudinal	ADJ
fis-5347	252	23	steel	steel	NOUN
fis-5347	252	24	bars	bar	NOUN
fis-5347	252	25	under	under	ADP
fis-5347	252	26	axial	axial	ADJ
fis-5347	252	27	compressive	compressive	ADJ
fis-5347	252	28	load	load	NOUN
fis-5347	252	29	,	,	PUNCT
fis-5347	252	30	and	and	CCONJ
fis-5347	252	31	from	from	ADP
fis-5347	252	32	theoretical	theoretical	ADJ
fis-5347	252	33	calculations	calculation	NOUN
fis-5347	252	34	for	for	ADP
fis-5347	252	35	experimental	experimental	ADJ
fis-5347	252	36	tested	test	VERB
fis-5347	252	37	columns	column	NOUN
fis-5347	252	38	specimens	specimen	NOUN
fis-5347	252	39	and	and	CCONJ
fis-5347	252	40	theoretical	theoretical	ADJ
fis-5347	252	41	columns	column	NOUN
fis-5347	252	42	by	by	ADP
fis-5347	252	43	different	different	ADJ
fis-5347	252	44	codes	code	NOUN
fis-5347	252	45	,	,	PUNCT
fis-5347	252	46	and	and	CCONJ
fis-5347	252	47	from	from	ADP
fis-5347	252	48	studying	study	VERB
fis-5347	252	49	the	the	DET
fis-5347	252	50	behavior	behavior	NOUN
fis-5347	252	51	of	of	ADP
fis-5347	252	52	axial	axial	ADJ
fis-5347	252	53	compressive	compressive	NOUN
fis-5347	252	54	for	for	ADP
fis-5347	252	55	composite	composite	ADJ
fis-5347	252	56	concrete	concrete	ADJ
fis-5347	252	57	columns	column	NOUN
fis-5347	252	58	under	under	ADP
fis-5347	252	59	different	different	ADJ
fis-5347	252	60	parameters	parameter	NOUN
fis-5347	252	61	factors	factor	NOUN
fis-5347	252	62	,	,	PUNCT
fis-5347	252	63	the	the	DET
fis-5347	252	64	following	follow	VERB
fis-5347	252	65	conclusions	conclusion	NOUN
fis-5347	252	66	can	can	AUX
fis-5347	252	67	be	be	AUX
fis-5347	252	68	drawn	draw	VERB
fis-5347	252	69	:	:	PUNCT
fis-5347	252	70	glass	glass	NOUN
fis-5347	252	71	fiber	fiber	NOUN
fis-5347	252	72	reinforced	reinforce	VERB
fis-5347	252	73	polymer	polymer	NOUN
fis-5347	252	74	(	(	PUNCT
fis-5347	252	75	gfrp	gfrp	PROPN
fis-5347	252	76	)	)	PUNCT
fis-5347	252	77	i	i	NOUN
fis-5347	252	78	-	-	PUNCT
fis-5347	252	79	profile	profile	NOUN
fis-5347	252	80	concrete	concrete	ADJ
fis-5347	252	81	composite	composite	ADJ
fis-5347	252	82	columns	column	NOUN
fis-5347	252	83	have	have	AUX
fis-5347	252	84	proven	prove	VERB
fis-5347	252	85	to	to	PART
fis-5347	252	86	be	be	AUX
fis-5347	252	87	structurally	structurally	ADV
fis-5347	252	88	efficient	efficient	ADJ
fis-5347	252	89	elements	element	NOUN
fis-5347	252	90	with	with	ADP
fis-5347	252	91	high	high	ADJ
fis-5347	252	92	axial	axial	ADJ
fis-5347	252	93	load	load	NOUN
fis-5347	252	94	capacity	capacity	NOUN
fis-5347	252	95	.	.	PUNCT
fis-5347	253	1	compared	compare	VERB
fis-5347	253	2	to	to	ADP
fis-5347	253	3	the	the	DET
fis-5347	253	4	conventional	conventional	ADJ
fis-5347	253	5	rc	rc	PROPN
fis-5347	253	6	columns	column	NOUN
fis-5347	253	7	,	,	PUNCT
fis-5347	253	8	the	the	DET
fis-5347	253	9	rc	rc	PROPN
fis-5347	253	10	composite	composite	ADJ
fis-5347	253	11	columns	column	NOUN
fis-5347	253	12	with	with	ADP
fis-5347	253	13	internal	internal	ADJ
fis-5347	253	14	(	(	PUNCT
fis-5347	253	15	gfrp	gfrp	PROPN
fis-5347	253	16	)	)	PUNCT
fis-5347	253	17	i	i	PRON
fis-5347	253	18	-	-	PUNCT
fis-5347	253	19	profile	profile	NOUN
fis-5347	253	20	exhibited	exhibit	VERB
fis-5347	253	21	17	17	NUM
fis-5347	253	22	%	%	NOUN
fis-5347	253	23	higher	high	ADJ
fis-5347	253	24	ultimate	ultimate	ADJ
fis-5347	253	25	capacity	capacity	NOUN
fis-5347	253	26	,	,	PUNCT
fis-5347	253	27	and	and	CCONJ
fis-5347	253	28	less	less	ADJ
fis-5347	253	29	displacement	displacement	NOUN
fis-5347	253	30	at	at	ADP
fis-5347	253	31	the	the	DET
fis-5347	253	32	same	same	ADJ
fis-5347	253	33	loading	loading	NOUN
fis-5347	253	34	levels	level	NOUN
fis-5347	253	35	.	.	PUNCT
fis-5347	254	1	the	the	DET
fis-5347	254	2	axial	axial	ADJ
fis-5347	254	3	load	load	NOUN
fis-5347	254	4	was	be	AUX
fis-5347	254	5	reduced	reduce	VERB
fis-5347	254	6	by	by	ADP
fis-5347	254	7	approximately	approximately	ADV
fis-5347	254	8	14	14	NUM
fis-5347	254	9	%	%	NOUN
fis-5347	254	10	and	and	CCONJ
fis-5347	254	11	39	39	NUM
fis-5347	254	12	%	%	NOUN
fis-5347	254	13	for	for	ADP
fis-5347	254	14	conventional	conventional	ADJ
fis-5347	254	15	rc	rc	PROPN
fis-5347	254	16	column	column	NOUN
fis-5347	254	17	and	and	CCONJ
fis-5347	254	18	rc	rc	PROPN
fis-5347	254	19	composite	composite	ADJ
fis-5347	254	20	column	column	NOUN
fis-5347	254	21	respectively	respectively	ADV
fis-5347	254	22	when	when	SCONJ
fis-5347	254	23	exposed	expose	VERB
fis-5347	254	24	to	to	ADP
fis-5347	254	25	fire	fire	NOUN
fis-5347	254	26	at	at	ADP
fis-5347	254	27	temperature	temperature	NOUN
fis-5347	254	28	of	of	ADP
fis-5347	254	29	500	500	NUM
fis-5347	254	30	co	co	NOUN
fis-5347	254	31	for	for	ADP
fis-5347	254	32	one	one	NUM
fis-5347	254	33	and	and	CCONJ
fis-5347	254	34	half	half	ADJ
fis-5347	254	35	hours	hour	NOUN
fis-5347	254	36	.	.	PUNCT
fis-5347	255	1	the	the	DET
fis-5347	255	2	proposed	propose	VERB
fis-5347	255	3	theoretical	theoretical	ADJ
fis-5347	255	4	equation	equation	NOUN
fis-5347	255	5	accurately	accurately	ADV
fis-5347	255	6	predicts	predict	VERB
fis-5347	255	7	the	the	DET
fis-5347	255	8	axial	axial	ADJ
fis-5347	255	9	load	load	NOUN
fis-5347	255	10	of	of	ADP
fis-5347	255	11	rc	rc	PROPN
fis-5347	255	12	composite	composite	ADJ
fis-5347	255	13	columns	column	NOUN
fis-5347	255	14	and	and	CCONJ
fis-5347	255	15	should	should	AUX
fis-5347	255	16	incorporate	incorporate	VERB
fis-5347	255	17	a	a	DET
fis-5347	255	18	reduction	reduction	NOUN
fis-5347	255	19	factor	factor	NOUN
fis-5347	255	20	of	of	ADP
fis-5347	255	21	0.65	0.65	NUM
fis-5347	255	22	for	for	ADP
fis-5347	255	23	the	the	DET
fis-5347	255	24	compressive	compressive	ADJ
fis-5347	255	25	strength	strength	NOUN
fis-5347	255	26	of	of	ADP
fis-5347	255	27	gfrp	gfrp	PROPN
fis-5347	255	28	i	i	PROPN
fis-5347	255	29	-	-	PUNCT
fis-5347	255	30	section	section	NOUN
fis-5347	255	31	.	.	PUNCT
fis-5347	256	1	the	the	DET
fis-5347	256	2	numerical	numerical	PROPN
fis-5347	256	3	model	model	PROPN
fis-5347	256	4	predictions	prediction	NOUN
fis-5347	256	5	closely	closely	ADV
fis-5347	256	6	matched	match	VERB
fis-5347	256	7	the	the	DET
fis-5347	256	8	experimental	experimental	ADJ
fis-5347	256	9	results	result	NOUN
fis-5347	256	10	.	.	PUNCT
fis-5347	257	1	across	across	ADP
fis-5347	257	2	a	a	DET
fis-5347	257	3	wide	wide	ADJ
fis-5347	257	4	range	range	NOUN
fis-5347	257	5	of	of	ADP
fis-5347	257	6	load	load	NOUN
fis-5347	257	7	-	-	PUNCT
fis-5347	257	8	bearing	bear	VERB
fis-5347	257	9	capacities	capacity	NOUN
fis-5347	257	10	the	the	DET
fis-5347	257	11	error	error	NOUN
fis-5347	257	12	between	between	ADP
fis-5347	257	13	the	the	DET
fis-5347	257	14	finite	finite	ADJ
fis-5347	257	15	element	element	NOUN
fis-5347	257	16	analysis	analysis	NOUN
fis-5347	257	17	and	and	CCONJ
fis-5347	257	18	the	the	DET
fis-5347	257	19	experimental	experimental	ADJ
fis-5347	257	20	results	result	NOUN
fis-5347	257	21	was	be	AUX
fis-5347	257	22	less	less	ADJ
fis-5347	257	23	than	than	ADP
fis-5347	257	24	1.5	1.5	NUM
fis-5347	257	25	%	%	NOUN
fis-5347	257	26	.	.	PUNCT
fis-5347	258	1	the	the	DET
fis-5347	258	2	results	result	NOUN
fis-5347	258	3	indicated	indicate	VERB
fis-5347	258	4	that	that	SCONJ
fis-5347	258	5	the	the	DET
fis-5347	258	6	finite	finite	PROPN
fis-5347	258	7	element	element	NOUN
fis-5347	258	8	model	model	NOUN
fis-5347	258	9	used	use	VERB
fis-5347	258	10	in	in	ADP
fis-5347	258	11	this	this	DET
fis-5347	258	12	study	study	NOUN
fis-5347	258	13	was	be	AUX
fis-5347	258	14	able	able	ADJ
fis-5347	258	15	to	to	PART
fis-5347	258	16	predict	predict	VERB
fis-5347	258	17	the	the	DET
fis-5347	258	18	axial	axial	ADJ
fis-5347	258	19	load	load	NOUN
fis-5347	258	20	of	of	ADP
fis-5347	258	21	rc	rc	PROPN
fis-5347	258	22	composite	composite	ADJ
fis-5347	258	23	columns	column	NOUN
fis-5347	258	24	with	with	ADP
fis-5347	258	25	reasonable	reasonable	ADJ
fis-5347	258	26	accuracy	accuracy	NOUN
fis-5347	258	27	.	.	PUNCT
fis-5347	259	1	the	the	DET
fis-5347	259	2	numerical	numerical	ADJ
fis-5347	259	3	results	result	NOUN
fis-5347	259	4	indicated	indicate	VERB
fis-5347	259	5	that	that	SCONJ
fis-5347	259	6	the	the	DET
fis-5347	259	7	axial	axial	ADJ
fis-5347	259	8	load	load	NOUN
fis-5347	259	9	capacity	capacity	NOUN
fis-5347	259	10	of	of	ADP
fis-5347	259	11	the	the	DET
fis-5347	259	12	rc	rc	PROPN
fis-5347	259	13	composite	composite	ADJ
fis-5347	259	14	columns	column	NOUN
fis-5347	259	15	increased	increase	VERB
fis-5347	259	16	with	with	ADP
fis-5347	259	17	a	a	DET
fis-5347	259	18	higher	high	ADJ
fis-5347	259	19	gfrp	gfrp	NOUN
fis-5347	259	20	ratio	ratio	NOUN
fis-5347	259	21	,	,	PUNCT
fis-5347	259	22	up	up	ADP
fis-5347	259	23	to	to	PART
fis-5347	259	24	4	4	NUM
fis-5347	259	25	%	%	NOUN
fis-5347	259	26	for	for	ADP
fis-5347	259	27	flat	flat	ADJ
fis-5347	259	28	plate	plate	NOUN
fis-5347	259	29	and	and	CCONJ
fis-5347	259	30	8	8	NUM
fis-5347	259	31	%	%	NOUN
fis-5347	259	32	for	for	ADP
fis-5347	259	33	i	i	NOUN
fis-5347	259	34	-	-	PUNCT
fis-5347	259	35	shaped	shape	VERB
fis-5347	259	36	profiles	profile	NOUN
fis-5347	259	37	.	.	PUNCT
fis-5347	260	1	the	the	DET
fis-5347	260	2	axial	axial	ADJ
fis-5347	260	3	load	load	NOUN
fis-5347	260	4	increased	increase	VERB
fis-5347	260	5	with	with	ADP
fis-5347	260	6	an	an	DET
fis-5347	260	7	increase	increase	NOUN
fis-5347	260	8	in	in	ADP
fis-5347	260	9	the	the	DET
fis-5347	260	10	compressive	compressive	ADJ
fis-5347	260	11	strength	strength	NOUN
fis-5347	260	12	of	of	ADP
fis-5347	260	13	concrete	concrete	ADJ
fis-5347	260	14	,	,	PUNCT
fis-5347	260	15	longitudinal	longitudinal	ADJ
fis-5347	260	16	reinforcement	reinforcement	NOUN
fis-5347	260	17	ratio	ratio	NOUN
fis-5347	260	18	for	for	ADP
fis-5347	260	19	both	both	PRON
fis-5347	260	20	conventional	conventional	ADJ
fis-5347	260	21	rc	rc	PROPN
fis-5347	260	22	columns	column	NOUN
fis-5347	260	23	and	and	CCONJ
fis-5347	260	24	rc	rc	NOUN
fis-5347	260	25	composite	composite	ADJ
fis-5347	260	26	columns	column	NOUN
fis-5347	260	27	.	.	PUNCT
fis-5347	261	1	the	the	DET
fis-5347	261	2	axial	axial	ADJ
fis-5347	261	3	load	load	NOUN
fis-5347	261	4	did	do	AUX
fis-5347	261	5	not	not	PART
fis-5347	261	6	increase	increase	VERB
fis-5347	261	7	proportionally	proportionally	ADV
fis-5347	261	8	with	with	ADP
fis-5347	261	9	the	the	DET
fis-5347	261	10	increasing	increase	VERB
fis-5347	261	11	stress	stress	NOUN
fis-5347	261	12	in	in	ADP
fis-5347	261	13	the	the	DET
fis-5347	261	14	rebar	rebar	NOUN
fis-5347	261	15	,	,	PUNCT
fis-5347	261	16	where	where	SCONJ
fis-5347	261	17	the	the	DET
fis-5347	261	18	effective	effective	ADJ
fis-5347	261	19	stress	stress	NOUN
fis-5347	261	20	in	in	ADP
fis-5347	261	21	the	the	DET
fis-5347	261	22	rebar	rebar	NOUN
fis-5347	261	23	did	do	AUX
fis-5347	261	24	not	not	PART
fis-5347	261	25	exceed	exceed	VERB
fis-5347	261	26	300	300	NUM
fis-5347	261	27	mpa	mpa	NOUN
fis-5347	261	28	for	for	ADP
fis-5347	261	29	concrete	concrete	NOUN
fis-5347	261	30	with	with	ADP
fis-5347	261	31	compressive	compressive	ADJ
fis-5347	261	32	strength	strength	NOUN
fis-5347	261	33	up	up	ADP
fis-5347	261	34	to	to	PART
fis-5347	261	35	50	50	NUM
fis-5347	261	36	mpa	mpa	NOUN
fis-5347	261	37	,	,	PUNCT
fis-5347	261	38	and	and	CCONJ
fis-5347	261	39	525	525	NUM
fis-5347	261	40	mpa	mpa	NOUN
fis-5347	261	41	for	for	ADP
fis-5347	261	42	high	high	ADJ
fis-5347	261	43	strength	strength	NOUN
fis-5347	261	44	concrete	concrete	NOUN
fis-5347	261	45	up	up	ADP
fis-5347	261	46	to	to	PART
fis-5347	261	47	100	100	NUM
fis-5347	261	48	mpa	mpa	NOUN
fis-5347	261	49	in	in	ADP
fis-5347	261	50	conventional	conventional	ADJ
fis-5347	261	51	rc	rc	PROPN
fis-5347	261	52	columns	column	NOUN
fis-5347	261	53	.	.	PUNCT
fis-5347	262	1	900	900	NUM
fis-5347	262	2	940	940	NUM
fis-5347	262	3	971	971	NUM
fis-5347	262	4	1000	1000	NUM
fis-5347	262	5	1040	1040	NUM
fis-5347	262	6	1058	1058	NUM
fis-5347	262	7	935	935	NUM
fis-5347	262	8	999	999	NUM
fis-5347	262	9	1040	1040	NUM
fis-5347	262	10	995	995	NUM
fis-5347	262	11	980	980	NUM
fis-5347	262	12	980	980	NUM
fis-5347	262	13	0	0	NUM
fis-5347	262	14	200	200	NUM
fis-5347	262	15	400	400	NUM
fis-5347	262	16	600	600	NUM
fis-5347	262	17	800	800	NUM
fis-5347	262	18	1000	1000	NUM
fis-5347	262	19	1200	1200	NUM
fis-5347	262	20	1400	1400	NUM
fis-5347	262	21	1600	1600	NUM
fis-5347	262	22	p	p	NOUN
fis-5347	262	23	m	m	PRON
fis-5347	262	24	ax	ax	NOUN
fis-5347	262	25	(	(	PUNCT
fis-5347	262	26	k	k	NOUN
fis-5347	262	27	n	n	CCONJ
fis-5347	262	28	)	)	PUNCT
fis-5347	262	29	2.03	2.03	NUM
fis-5347	262	30	%	%	NOUN
fis-5347	262	31	2.88	2.88	NUM
fis-5347	262	32	%	%	NOUN
fis-5347	262	33	3.52	3.52	NUM
fis-5347	262	34	%	%	NOUN
fis-5347	262	35	4.13	4.13	NUM
fis-5347	262	36	%	%	NOUN
fis-5347	262	37	4.98	4.98	NUM
fis-5347	262	38	%	%	NOUN
fis-5347	262	39	6.25	6.25	NUM
fis-5347	262	40	%	%	NOUN
fis-5347	262	41	ppequ	ppequ	NOUN
fis-5347	262	42	fea	fea	PROPN
fis-5347	262	43	1058	1058	NUM
fis-5347	262	44	1166	1166	NUM
fis-5347	262	45	1249	1249	NUM
fis-5347	262	46	1329	1329	NUM
fis-5347	262	47	1444	1444	NUM
fis-5347	262	48	1578	1578	NUM
fis-5347	262	49	1100	1100	NUM
fis-5347	262	50	1108	1108	NUM
fis-5347	262	51	1179	1179	NUM
fis-5347	262	52	1195	1195	NUM
fis-5347	262	53	1198	1198	NUM
fis-5347	262	54	1210	1210	NUM
fis-5347	262	55	0	0	NUM
fis-5347	263	1	200	200	NUM
fis-5347	263	2	400	400	NUM
fis-5347	263	3	600	600	NUM
fis-5347	263	4	800	800	NUM
fis-5347	263	5	1000	1000	NUM
fis-5347	263	6	1200	1200	NUM
fis-5347	263	7	1400	1400	NUM
fis-5347	263	8	1600	1600	NUM
fis-5347	263	9	p	p	NOUN
fis-5347	263	10	m	m	PRON
fis-5347	263	11	ax	ax	NOUN
fis-5347	263	12	(	(	PUNCT
fis-5347	263	13	k	k	NOUN
fis-5347	263	14	n	n	CCONJ
fis-5347	263	15	)	)	PUNCT
fis-5347	263	16	2.03	2.03	NUM
fis-5347	263	17	%	%	NOUN
fis-5347	263	18	2.88	2.88	NUM
fis-5347	263	19	%	%	NOUN
fis-5347	263	20	3.52	3.52	NUM
fis-5347	263	21	%	%	NOUN
fis-5347	263	22	4.13	4.13	NUM
fis-5347	263	23	%	%	NOUN
fis-5347	263	24	4.98	4.98	NUM
fis-5347	263	25	%	%	NOUN
fis-5347	263	26	6.25	6.25	NUM
fis-5347	263	27	%	%	NOUN
fis-5347	263	28	ppequ	ppequ	NOUN
fis-5347	263	29	fea	fea	PROPN
fis-5347	263	30	f	f	PROPN
fis-5347	263	31	m.	m.	PROPN
fis-5347	263	32	a.	a.	PROPN
fis-5347	263	33	m.	m.	PROPN
fis-5347	263	34	khalil	khalil	PROPN
fis-5347	263	35	,	,	PUNCT
fis-5347	263	36	fracture	fracture	PROPN
fis-5347	263	37	and	and	CCONJ
fis-5347	263	38	structural	structural	ADJ
fis-5347	263	39	integrity	integrity	NOUN
fis-5347	263	40	,	,	PUNCT
fis-5347	263	41	72	72	NUM
fis-5347	263	42	(	(	PUNCT
fis-5347	263	43	2025	2025	NUM
fis-5347	263	44	)	)	PUNCT
fis-5347	263	45	263	263	NUM
fis-5347	263	46	-	-	SYM
fis-5347	263	47	279	279	NUM
fis-5347	263	48	;	;	PUNCT
fis-5347	263	49	doi	doi	NOUN
fis-5347	263	50	:	:	PUNCT
fis-5347	263	51	10.3221	10.3221	NUM
fis-5347	263	52	/	/	SYM
fis-5347	263	53	igf	igf	PROPN
fis-5347	263	54	-	-	PUNCT
fis-5347	263	55	esis.72.19	esis.72.19	PROPN
fis-5347	263	56	278	278	NUM
fis-5347	263	57	references	reference	NOUN
fis-5347	263	58	[	[	X
fis-5347	263	59	1	1	NUM
fis-5347	263	60	]	]	X
fis-5347	263	61	hadi	hadi	NOUN
fis-5347	263	62	,	,	PUNCT
fis-5347	263	63	m.	m.	NOUN
fis-5347	263	64	and	and	CCONJ
fis-5347	263	65	youssef	youssef	PROPN
fis-5347	263	66	,	,	PUNCT
fis-5347	263	67	j.	j.	PROPN
fis-5347	263	68	(	(	PUNCT
fis-5347	263	69	2016	2016	NUM
fis-5347	263	70	)	)	PUNCT
fis-5347	263	71	.	.	PUNCT
fis-5347	264	1	experimental	experimental	ADJ
fis-5347	264	2	investigation	investigation	NOUN
fis-5347	264	3	of	of	ADP
fis-5347	264	4	gfrp	gfrp	NOUN
fis-5347	264	5	-	-	PUNCT
fis-5347	264	6	reinforced	reinforce	VERB
fis-5347	264	7	and	and	CCONJ
fis-5347	264	8	gfrp	gfrp	ADV
fis-5347	264	9	-	-	PUNCT
fis-5347	264	10	encased	encase	VERB
fis-5347	264	11	square	square	ADJ
fis-5347	264	12	concrete	concrete	ADJ
fis-5347	264	13	specimens	specimen	NOUN
fis-5347	264	14	under	under	ADP
fis-5347	264	15	axial	axial	ADJ
fis-5347	264	16	and	and	CCONJ
fis-5347	264	17	eccentric	eccentric	ADJ
fis-5347	264	18	load	load	NOUN
fis-5347	264	19	,	,	PUNCT
fis-5347	264	20	and	and	CCONJ
fis-5347	264	21	four	four	NUM
fis-5347	264	22	-	-	PUNCT
fis-5347	264	23	point	point	NOUN
fis-5347	264	24	bending	bend	VERB
fis-5347	264	25	test	test	NOUN
fis-5347	264	26	.	.	PUNCT
fis-5347	265	1	journal	journal	PROPN
fis-5347	265	2	of	of	ADP
fis-5347	265	3	composites	composite	NOUN
fis-5347	265	4	for	for	ADP
fis-5347	265	5	construction	construction	NOUN
fis-5347	265	6	.	.	PUNCT
fis-5347	265	7	,	,	PUNCT
fis-5347	265	8	20(5	20(5	NUM
fis-5347	265	9	)	)	PUNCT
fis-5347	265	10	.	.	PUNCT
fis-5347	266	1	doi	doi	NOUN
fis-5347	266	2	:	:	PUNCT
fis-5347	266	3	10.1061/	10.1061/	NUM
fis-5347	266	4	(	(	PUNCT
fis-5347	266	5	asce	asce	NOUN
fis-5347	266	6	)	)	PUNCT
fis-5347	266	7	cc.1943	cc.1943	PROPN
fis-5347	266	8	-	-	PUNCT
fis-5347	266	9	5614.0000675	5614.0000675	NOUN
fis-5347	266	10	.	.	PUNCT
fis-5347	267	1	[	[	X
fis-5347	267	2	2	2	NUM
fis-5347	267	3	]	]	X
fis-5347	267	4	jing	jing	PROPN
fis-5347	267	5	,	,	PUNCT
fis-5347	267	6	c.	c.	PROPN
fis-5347	267	7	,	,	PUNCT
fis-5347	267	8	zhao	zhao	PROPN
fis-5347	267	9	,	,	PUNCT
fis-5347	267	10	l.	l.	PROPN
fis-5347	267	11	,	,	PUNCT
fis-5347	267	12	wu	wu	PROPN
fis-5347	267	13	,	,	PUNCT
fis-5347	267	14	t.	t.	PROPN
fis-5347	267	15	and	and	CCONJ
fis-5347	267	16	li	li	PROPN
fis-5347	267	17	,	,	PUNCT
fis-5347	267	18	w.	w.	PROPN
fis-5347	267	19	(	(	PUNCT
fis-5347	267	20	2024	2024	NUM
fis-5347	267	21	)	)	PUNCT
fis-5347	267	22	.	.	PUNCT
fis-5347	268	1	experimental	experimental	ADJ
fis-5347	268	2	and	and	CCONJ
fis-5347	268	3	numerical	numerical	PROPN
fis-5347	268	4	simulation	simulation	NOUN
fis-5347	268	5	of	of	ADP
fis-5347	268	6	reinforced	reinforce	VERB
fis-5347	268	7	concrete	concrete	NOUN
fis-5347	268	8	-	-	PUNCT
fis-5347	268	9	filled	fill	VERB
fis-5347	268	10	square	square	ADJ
fis-5347	268	11	gfrp	gfrp	NOUN
fis-5347	268	12	tubular	tubular	ADJ
fis-5347	268	13	columns	column	NOUN
fis-5347	268	14	under	under	ADP
fis-5347	268	15	axial	axial	ADJ
fis-5347	268	16	compression	compression	NOUN
fis-5347	268	17	.	.	PUNCT
fis-5347	269	1	materials	material	NOUN
fis-5347	269	2	,	,	PUNCT
fis-5347	269	3	17	17	NUM
fis-5347	269	4	(	(	PUNCT
fis-5347	269	5	11	11	NUM
fis-5347	269	6	)	)	PUNCT
fis-5347	269	7	.	.	PUNCT
fis-5347	270	1	doi	doi	NOUN
fis-5347	270	2	:	:	PUNCT
fis-5347	270	3	10.3390	10.3390	NUM
fis-5347	270	4	/	/	SYM
fis-5347	270	5	ma171125952024	ma171125952024	NOUN
fis-5347	270	6	,	,	PUNCT
fis-5347	270	7	2595	2595	NUM
fis-5347	270	8	.	.	PUNCT
fis-5347	271	1	[	[	X
fis-5347	271	2	3	3	NUM
fis-5347	271	3	]	]	X
fis-5347	271	4	hadi	hadi	NOUN
fis-5347	271	5	,	,	PUNCT
fis-5347	271	6	m.	m.	NOUN
fis-5347	271	7	,	,	PUNCT
fis-5347	271	8	wang	wang	PROPN
fis-5347	271	9	,	,	PUNCT
fis-5347	271	10	w.	w.	PROPN
fis-5347	271	11	and	and	CCONJ
fis-5347	271	12	sheikh	sheikh	PROPN
fis-5347	271	13	,	,	PUNCT
fis-5347	271	14	m.	m.	NOUN
fis-5347	271	15	(	(	PUNCT
fis-5347	271	16	2015	2015	NUM
fis-5347	271	17	)	)	PUNCT
fis-5347	271	18	.	.	PUNCT
fis-5347	272	1	axial	axial	ADJ
fis-5347	272	2	compressive	compressive	ADJ
fis-5347	272	3	behavior	behavior	NOUN
fis-5347	272	4	of	of	ADP
fis-5347	272	5	gfrp	gfrp	PROPN
fis-5347	272	6	tube	tube	NOUN
fis-5347	272	7	reinforced	reinforce	VERB
fis-5347	272	8	concrete	concrete	ADJ
fis-5347	272	9	columns	column	NOUN
fis-5347	272	10	.	.	PUNCT
fis-5347	273	1	construction	construction	NOUN
fis-5347	273	2	and	and	CCONJ
fis-5347	273	3	building	building	NOUN
fis-5347	273	4	materials	material	NOUN
fis-5347	273	5	,	,	PUNCT
fis-5347	273	6	81	81	NUM
fis-5347	273	7	,	,	PUNCT
fis-5347	273	8	pp	pp	ADJ
fis-5347	273	9	.	.	PUNCT
fis-5347	274	1	198	198	NUM
fis-5347	274	2	-	-	SYM
fis-5347	274	3	207	207	NUM
fis-5347	274	4	.	.	PUNCT
fis-5347	275	1	doi:10.1016	doi:10.1016	PROPN
fis-5347	275	2	/	/	SYM
fis-5347	275	3	j.conbuildmat.2015.02.025	j.conbuildmat.2015.02.025	PROPN
fis-5347	275	4	.	.	PUNCT
fis-5347	276	1	[	[	X
fis-5347	276	2	4	4	NUM
fis-5347	276	3	]	]	X
fis-5347	276	4	ishaqian	ishaqian	ADJ
fis-5347	276	5	,	,	PUNCT
fis-5347	276	6	m.	m.	NOUN
fis-5347	276	7	and	and	CCONJ
fis-5347	276	8	keramti	keramti	PROPN
fis-5347	276	9	,	,	PUNCT
fis-5347	276	10	a.	a.	NOUN
fis-5347	276	11	(	(	PUNCT
fis-5347	276	12	2020	2020	NUM
fis-5347	276	13	)	)	PUNCT
fis-5347	276	14	.	.	PUNCT
fis-5347	277	1	performance	performance	NOUN
fis-5347	277	2	of	of	ADP
fis-5347	277	3	cfrp	cfrp	NOUN
fis-5347	277	4	confined	confine	VERB
fis-5347	277	5	pultruded	pultruded	ADJ
fis-5347	277	6	gfrp	gfrp	NOUN
fis-5347	277	7	-	-	PUNCT
fis-5347	277	8	concrete	concrete	ADJ
fis-5347	277	9	composite	composite	ADJ
fis-5347	277	10	columns	column	NOUN
fis-5347	277	11	subjected	subject	VERB
fis-5347	277	12	to	to	ADP
fis-5347	277	13	cyclic	cyclic	ADJ
fis-5347	277	14	and	and	CCONJ
fis-5347	277	15	monotonic	monotonic	ADJ
fis-5347	277	16	compressive	compressive	ADJ
fis-5347	277	17	loading	loading	NOUN
fis-5347	277	18	.	.	PUNCT
fis-5347	278	1	scilit	scilit	PROPN
fis-5347	278	2	,	,	PUNCT
fis-5347	278	3	sci	sci	PROPN
fis-5347	278	4	and	and	CCONJ
fis-5347	278	5	tech	tech	PROPN
fis-5347	278	6	universal	universal	PROPN
fis-5347	278	7	inc	inc	PROPN
fis-5347	278	8	in	in	ADP
fis-5347	278	9	scientia	scientia	PROPN
fis-5347	278	10	iranica	iranica	PROPN
fis-5347	278	11	,	,	PUNCT
fis-5347	278	12	27(4	27(4	PROPN
fis-5347	278	13	)	)	PUNCT
fis-5347	278	14	,	,	PUNCT
fis-5347	278	15	pp	pp	PROPN
fis-5347	278	16	.	.	PUNCT
fis-5347	279	1	1685	1685	NUM
fis-5347	279	2	-	-	SYM
fis-5347	279	3	1698	1698	NUM
fis-5347	279	4	.	.	PUNCT
fis-5347	280	1	doi	doi	NOUN
fis-5347	280	2	:	:	PUNCT
fis-5347	280	3	10.24200	10.24200	NUM
fis-5347	280	4	/	/	SYM
fis-5347	280	5	sci.2020.21803	sci.2020.21803	NOUN
fis-5347	280	6	[	[	X
fis-5347	280	7	5	5	NUM
fis-5347	280	8	]	]	SYM
fis-5347	280	9	harvey	harvey	NOUN
fis-5347	280	10	,	,	PUNCT
fis-5347	280	11	j.	j.	PROPN
fis-5347	280	12	(	(	PUNCT
fis-5347	280	13	1993	1993	NUM
fis-5347	280	14	)	)	PUNCT
fis-5347	280	15	.	.	PUNCT
fis-5347	281	1	a	a	DET
fis-5347	281	2	reinforced	reinforce	VERB
fis-5347	281	3	plastic	plastic	NOUN
fis-5347	281	4	footbridge	footbridge	NOUN
fis-5347	281	5	,	,	PUNCT
fis-5347	281	6	aberfeldy	aberfeldy	NOUN
fis-5347	281	7	,	,	PUNCT
fis-5347	281	8	uk	uk	PROPN
fis-5347	281	9	,	,	PUNCT
fis-5347	281	10	structural	structural	ADJ
fis-5347	281	11	engineering	engineering	NOUN
fis-5347	281	12	international	international	NOUN
fis-5347	281	13	,	,	PUNCT
fis-5347	281	14	3	3	NUM
fis-5347	281	15	(	(	PUNCT
fis-5347	281	16	4	4	NUM
fis-5347	281	17	)	)	PUNCT
fis-5347	281	18	,	,	PUNCT
fis-5347	281	19	pp	pp	PROPN
fis-5347	281	20	.	.	PUNCT
fis-5347	282	1	229	229	NUM
fis-5347	282	2	-	-	SYM
fis-5347	282	3	232	232	NUM
fis-5347	282	4	.	.	PUNCT
fis-5347	283	1	doi	doi	NOUN
fis-5347	283	2	:	:	PUNCT
fis-5347	283	3	10.2749/101686693780607589	10.2749/101686693780607589	NUM
fis-5347	283	4	.	.	PUNCT
fis-5347	284	1	[	[	X
fis-5347	284	2	6	6	NUM
fis-5347	284	3	]	]	X
fis-5347	284	4	zouheir	zouheir	PROPN
fis-5347	284	5	,	,	PUNCT
fis-5347	284	6	a.	a.	PROPN
fis-5347	284	7	,	,	PUNCT
fis-5347	284	8	hashem	hashem	PROPN
fis-5347	284	9	,	,	PUNCT
fis-5347	284	10	and	and	CCONJ
fis-5347	284	11	robert	robert	PROPN
fis-5347	284	12	,	,	PUNCT
fis-5347	284	13	l.	l.	PROPN
fis-5347	284	14	(	(	PUNCT
fis-5347	284	15	2001	2001	NUM
fis-5347	284	16	)	)	PUNCT
fis-5347	284	17	.	.	PUNCT
fis-5347	285	1	short	short	ADJ
fis-5347	285	2	vs.	vs.	ADP
fis-5347	285	3	long	long	ADJ
fis-5347	285	4	column	column	NOUN
fis-5347	285	5	behavior	behavior	NOUN
fis-5347	285	6	of	of	ADP
fis-5347	285	7	pultruted	pultrute	VERB
fis-5347	285	8	glass	glass	NOUN
fis-5347	285	9	-	-	PUNCT
fis-5347	285	10	fiber	fiber	NOUN
fis-5347	285	11	reinforced	reinforce	VERB
fis-5347	285	12	polymer	polymer	NOUN
fis-5347	285	13	composites	composite	NOUN
fis-5347	285	14	.	.	PUNCT
fis-5347	286	1	construction	construction	NOUN
fis-5347	286	2	and	and	CCONJ
fis-5347	286	3	building	building	NOUN
fis-5347	286	4	materials	material	NOUN
fis-5347	286	5	,	,	PUNCT
fis-5347	286	6	15(8	15(8	NOUN
fis-5347	286	7	)	)	PUNCT
fis-5347	286	8	,	,	PUNCT
fis-5347	286	9	pp	pp	PROPN
fis-5347	286	10	.	.	PUNCT
fis-5347	287	1	369	369	NUM
fis-5347	287	2	-	-	SYM
fis-5347	287	3	378	378	NUM
fis-5347	287	4	.	.	PUNCT
fis-5347	288	1	doi	doi	NOUN
fis-5347	288	2	:	:	PUNCT
fis-5347	288	3	10.1016	10.1016	NUM
fis-5347	288	4	/	/	SYM
fis-5347	288	5	s0950	s0950	PROPN
fis-5347	288	6	-	-	PUNCT
fis-5347	288	7	0618(01)00018	0618(01)00018	NOUN
fis-5347	288	8	-	-	PUNCT
fis-5347	288	9	6	6	NUM
fis-5347	288	10	.	.	PUNCT
fis-5347	289	1	[	[	X
fis-5347	289	2	7	7	NUM
fis-5347	289	3	]	]	X
fis-5347	289	4	xie	xie	PROPN
fis-5347	289	5	,	,	PUNCT
fis-5347	289	6	l.	l.	PROPN
fis-5347	289	7	,	,	PUNCT
fis-5347	289	8	bai	bai	PROPN
fis-5347	289	9	,	,	PUNCT
fis-5347	289	10	y.	y.	PROPN
fis-5347	289	11	,	,	PUNCT
fis-5347	289	12	qi	qi	PROPN
fis-5347	289	13	,	,	PUNCT
fis-5347	289	14	y.	y.	PROPN
fis-5347	289	15	and	and	CCONJ
fis-5347	289	16	wang	wang	PROPN
fis-5347	289	17	,	,	PUNCT
fis-5347	289	18	h.	h.	PROPN
fis-5347	289	19	(	(	PUNCT
fis-5347	289	20	2019	2019	NUM
fis-5347	289	21	)	)	PUNCT
fis-5347	289	22	.	.	PUNCT
fis-5347	289	23	pultruded	pultrude	VERB
fis-5347	289	24	gfrp	gfrp	PROPN
fis-5347	289	25	square	square	VERB
fis-5347	289	26	hollow	hollow	ADJ
fis-5347	289	27	columns	column	NOUN
fis-5347	289	28	with	with	ADP
fis-5347	289	29	bolted	bolted	ADJ
fis-5347	289	30	sleeve	sleeve	NOUN
fis-5347	289	31	joints	joint	NOUN
fis-5347	289	32	under	under	ADP
fis-5347	289	33	eccentric	eccentric	ADJ
fis-5347	289	34	compression	compression	NOUN
fis-5347	289	35	.	.	PUNCT
fis-5347	290	1	composites	composite	VERB
fis-5347	290	2	part	part	NOUN
fis-5347	290	3	b	b	NOUN
fis-5347	290	4	:	:	PUNCT
fis-5347	290	5	engineering	engineering	NOUN
fis-5347	290	6	,	,	PUNCT
fis-5347	290	7	162	162	NUM
fis-5347	290	8	,	,	PUNCT
fis-5347	290	9	pp	pp	ADJ
fis-5347	290	10	.	.	PUNCT
fis-5347	291	1	274	274	NUM
fis-5347	291	2	-	-	SYM
fis-5347	291	3	282	282	NUM
fis-5347	291	4	.	.	PUNCT
fis-5347	292	1	doi	doi	NOUN
fis-5347	292	2	:	:	PUNCT
fis-5347	292	3	10.1016	10.1016	NUM
fis-5347	292	4	/	/	SYM
fis-5347	292	5	j.compositesb.2018.11.001	j.compositesb.2018.11.001	NOUN
fis-5347	292	6	.	.	PUNCT
fis-5347	293	1	[	[	X
fis-5347	293	2	8	8	NUM
fis-5347	293	3	]	]	PUNCT
fis-5347	293	4	srinath	srinath	PROPN
fis-5347	293	5	,	,	PUNCT
fis-5347	293	6	t.	t.	PROPN
fis-5347	293	7	(	(	PUNCT
fis-5347	293	8	2020	2020	NUM
fis-5347	293	9	)	)	PUNCT
fis-5347	293	10	.	.	PUNCT
fis-5347	294	1	buckling	buckle	VERB
fis-5347	294	2	and	and	CCONJ
fis-5347	294	3	bonding	bonding	NOUN
fis-5347	294	4	behavior	behavior	NOUN
fis-5347	294	5	of	of	ADP
fis-5347	294	6	glass	glass	NOUN
fis-5347	294	7	fiber	fiber	NOUN
fis-5347	294	8	reinforced	reinforce	VERB
fis-5347	294	9	epoxy	epoxy	NOUN
fis-5347	294	10	resin	resin	NOUN
fis-5347	294	11	composite	composite	ADJ
fis-5347	294	12	column	column	NOUN
fis-5347	294	13	,	,	PUNCT
fis-5347	294	14	international	international	ADJ
fis-5347	294	15	journal	journal	NOUN
fis-5347	294	16	of	of	ADP
fis-5347	294	17	electrical	electrical	ADJ
fis-5347	294	18	engineering	engineering	NOUN
fis-5347	294	19	and	and	CCONJ
fis-5347	294	20	technology	technology	NOUN
fis-5347	294	21	,	,	PUNCT
fis-5347	294	22	11	11	NUM
fis-5347	294	23	(	(	PUNCT
fis-5347	294	24	9	9	NUM
fis-5347	294	25	)	)	PUNCT
fis-5347	294	26	,	,	PUNCT
fis-5347	295	1	pp	pp	ADP
fis-5347	295	2	.	.	PUNCT
fis-5347	296	1	219	219	NUM
fis-5347	296	2	-	-	SYM
fis-5347	296	3	224	224	NUM
fis-5347	296	4	.	.	PUNCT
fis-5347	297	1	doi	doi	NOUN
fis-5347	297	2	:	:	PUNCT
fis-5347	297	3	10.34218	10.34218	NUM
fis-5347	297	4	/	/	SYM
fis-5347	297	5	ijeet.11.9.2020.022	ijeet.11.9.2020.022	NOUN
fis-5347	297	6	.	.	PUNCT
fis-5347	298	1	[	[	X
fis-5347	298	2	9	9	NUM
fis-5347	298	3	]	]	PUNCT
fis-5347	298	4	haba	haba	NOUN
fis-5347	298	5	,	,	PUNCT
fis-5347	298	6	s.	s.	PROPN
fis-5347	298	7	,	,	PUNCT
fis-5347	298	8	allawi	allawi	PROPN
fis-5347	298	9	,	,	PUNCT
fis-5347	298	10	a.	a.	NOUN
fis-5347	298	11	and	and	CCONJ
fis-5347	298	12	hindi	hindi	PROPN
fis-5347	298	13	,	,	PUNCT
fis-5347	298	14	r.	r.	PROPN
fis-5347	298	15	(	(	PUNCT
fis-5347	298	16	2024	2024	NUM
fis-5347	298	17	)	)	PUNCT
fis-5347	298	18	.	.	PUNCT
fis-5347	299	1	experimental	experimental	ADJ
fis-5347	299	2	investigation	investigation	NOUN
fis-5347	299	3	of	of	ADP
fis-5347	299	4	composite	composite	ADJ
fis-5347	299	5	circular	circular	ADJ
fis-5347	299	6	encased	encase	VERB
fis-5347	299	7	gfrp	gfrp	NOUN
fis-5347	299	8	isection	isection	NOUN
fis-5347	299	9	concrete	concrete	ADJ
fis-5347	299	10	columns	column	NOUN
fis-5347	299	11	under	under	ADP
fis-5347	299	12	different	different	ADJ
fis-5347	299	13	load	load	NOUN
fis-5347	299	14	conditions	condition	NOUN
fis-5347	299	15	.	.	PUNCT
fis-5347	300	1	engineering	engineering	NOUN
fis-5347	300	2	,	,	PUNCT
fis-5347	300	3	technology	technology	NOUN
fis-5347	300	4	&	&	CCONJ
fis-5347	300	5	applied	apply	VERB
fis-5347	300	6	science	science	NOUN
fis-5347	300	7	research	research	NOUN
fis-5347	300	8	,	,	PUNCT
fis-5347	300	9	14	14	NUM
fis-5347	300	10	(	(	PUNCT
fis-5347	300	11	5	5	NUM
fis-5347	300	12	)	)	PUNCT
fis-5347	300	13	,	,	PUNCT
fis-5347	300	14	pp	pp	PROPN
fis-5347	300	15	.	.	PUNCT
fis-5347	301	1	17286	17286	NUM
fis-5347	301	2	-	-	SYM
fis-5347	301	3	17293	17293	NUM
fis-5347	301	4	.	.	PUNCT
fis-5347	302	1	doi	doi	NOUN
fis-5347	302	2	:	:	PUNCT
fis-5347	302	3	10.48084	10.48084	NUM
fis-5347	302	4	/	/	SYM
fis-5347	302	5	etasr.8521	etasr.8521	NOUN
fis-5347	302	6	.	.	PUNCT
fis-5347	303	1	[	[	X
fis-5347	303	2	10	10	NUM
fis-5347	303	3	]	]	X
fis-5347	303	4	aydin	aydin	NOUN
fis-5347	303	5	,	,	PUNCT
fis-5347	303	6	f.	f.	PROPN
fis-5347	303	7	(	(	PUNCT
fis-5347	303	8	2016	2016	NUM
fis-5347	303	9	)	)	PUNCT
fis-5347	303	10	.	.	PUNCT
fis-5347	304	1	effects	effect	NOUN
fis-5347	304	2	of	of	ADP
fis-5347	304	3	various	various	ADJ
fis-5347	304	4	temperatures	temperature	NOUN
fis-5347	304	5	on	on	ADP
fis-5347	304	6	the	the	DET
fis-5347	304	7	mechanical	mechanical	ADJ
fis-5347	304	8	strength	strength	NOUN
fis-5347	304	9	of	of	ADP
fis-5347	304	10	gfrp	gfrp	PROPN
fis-5347	304	11	box	box	PROPN
fis-5347	304	12	profiles	profile	NOUN
fis-5347	304	13	.	.	PUNCT
fis-5347	305	1	construction	construction	NOUN
fis-5347	305	2	and	and	CCONJ
fis-5347	305	3	building	building	NOUN
fis-5347	305	4	materials	material	NOUN
fis-5347	305	5	,	,	PUNCT
fis-5347	305	6	127	127	NUM
fis-5347	305	7	,	,	PUNCT
fis-5347	305	8	pp	pp	ADJ
fis-5347	305	9	.	.	PUNCT
fis-5347	306	1	843	843	NUM
fis-5347	306	2	-	-	SYM
fis-5347	306	3	849	849	NUM
fis-5347	306	4	.	.	PUNCT
fis-5347	306	5	doi	doi	NOUN
fis-5347	306	6	:	:	PUNCT
fis-5347	306	7	/10.1016	/10.1016	PROPN
fis-5347	306	8	/	/	SYM
fis-5347	306	9	j.conbuildmat.2016.09.130	j.conbuildmat.2016.09.130	PROPN
fis-5347	306	10	.	.	PUNCT
fis-5347	307	1	[	[	X
fis-5347	307	2	11	11	NUM
fis-5347	307	3	]	]	PUNCT
fis-5347	307	4	opct	opct	ADJ
fis-5347	307	5	.	.	PUNCT
fis-5347	307	6	fiberglass	fiberglass	NOUN
fis-5347	307	7	products	product	NOUN
fis-5347	307	8	company	company	NOUN
fis-5347	307	9	,	,	PUNCT
fis-5347	307	10	398	398	NUM
fis-5347	307	11	kaiyuan	kaiyuan	PROPN
fis-5347	307	12	road	road	NOUN
fis-5347	307	13	,	,	PUNCT
fis-5347	307	14	jizhou	jizhou	PROPN
fis-5347	307	15	district	district	PROPN
fis-5347	307	16	,	,	PUNCT
fis-5347	307	17	hengshui	hengshui	PROPN
fis-5347	307	18	city	city	PROPN
fis-5347	307	19	,	,	PUNCT
fis-5347	307	20	hebei	hebei	PROPN
fis-5347	307	21	province	province	PROPN
fis-5347	307	22	,	,	PUNCT
fis-5347	307	23	china	china	PROPN
fis-5347	307	24	,	,	PUNCT
fis-5347	307	25	www.chopct.com	www.chopct.com	NOUN
fis-5347	307	26	.	.	PUNCT
fis-5347	308	1	[	[	X
fis-5347	308	2	12	12	NUM
fis-5347	308	3	]	]	X
fis-5347	308	4	hassooni	hassooni	NOUN
fis-5347	308	5	,	,	PUNCT
fis-5347	308	6	a.	a.	NOUN
fis-5347	308	7	and	and	CCONJ
fis-5347	308	8	zaidee	zaidee	PROPN
fis-5347	308	9	,	,	PUNCT
fis-5347	308	10	s.	s.	PROPN
fis-5347	308	11	(	(	PUNCT
fis-5347	308	12	2022	2022	NUM
fis-5347	308	13	)	)	PUNCT
fis-5347	308	14	.	.	PUNCT
fis-5347	309	1	behavior	behavior	NOUN
fis-5347	309	2	and	and	CCONJ
fis-5347	309	3	strength	strength	NOUN
fis-5347	309	4	of	of	ADP
fis-5347	309	5	composite	composite	ADJ
fis-5347	309	6	columns	column	NOUN
fis-5347	309	7	under	under	ADP
fis-5347	309	8	the	the	DET
fis-5347	309	9	impact	impact	NOUN
fis-5347	309	10	of	of	ADP
fis-5347	309	11	uniaxial	uniaxial	ADJ
fis-5347	309	12	compression	compression	NOUN
fis-5347	309	13	loading	loading	NOUN
fis-5347	309	14	.	.	PUNCT
fis-5347	310	1	engineering	engineering	NOUN
fis-5347	310	2	technology	technology	NOUN
fis-5347	310	3	and	and	CCONJ
fis-5347	310	4	applied	apply	VERB
fis-5347	310	5	science	science	NOUN
fis-5347	310	6	research	research	NOUN
fis-5347	310	7	,	,	PUNCT
fis-5347	310	8	12(4	12(4	NUM
fis-5347	310	9	)	)	PUNCT
fis-5347	310	10	,	,	PUNCT
fis-5347	310	11	pp	pp	PROPN
fis-5347	310	12	.	.	PUNCT
fis-5347	311	1	8843	8843	NUM
fis-5347	311	2	-	-	SYM
fis-5347	311	3	8849	8849	NUM
fis-5347	311	4	.	.	PUNCT
fis-5347	312	1	doi	doi	NOUN
fis-5347	312	2	:	:	PUNCT
fis-5347	312	3	10.48084	10.48084	NUM
fis-5347	312	4	/	/	SYM
fis-5347	312	5	etasr.4753	etasr.4753	NOUN
fis-5347	312	6	.	.	PUNCT
fis-5347	313	1	[	[	X
fis-5347	313	2	13	13	NUM
fis-5347	313	3	]	]	X
fis-5347	313	4	egyptian	egyptian	PROPN
fis-5347	313	5	code	code	PROPN
fis-5347	313	6	for	for	ADP
fis-5347	313	7	design	design	NOUN
fis-5347	313	8	and	and	CCONJ
fis-5347	313	9	construction	construction	NOUN
fis-5347	313	10	of	of	ADP
fis-5347	313	11	reinforced	reinforce	VERB
fis-5347	313	12	concrete	concrete	ADJ
fis-5347	313	13	structures	structure	NOUN
fis-5347	313	14	.	.	PUNCT
fis-5347	314	1	(	(	PUNCT
fis-5347	314	2	2020	2020	NUM
fis-5347	314	3	)	)	PUNCT
fis-5347	314	4	.	.	PUNCT
fis-5347	315	1	housing	housing	NOUN
fis-5347	315	2	and	and	CCONJ
fis-5347	315	3	building	build	VERB
fis-5347	315	4	national	national	ADJ
fis-5347	315	5	research	research	NOUN
fis-5347	315	6	center	center	NOUN
fis-5347	315	7	.	.	PUNCT
fis-5347	316	1	ministry	ministry	PROPN
fis-5347	316	2	of	of	ADP
fis-5347	316	3	housing	housing	PROPN
fis-5347	316	4	,	,	PUNCT
fis-5347	316	5	utilities	utility	NOUN
fis-5347	316	6	and	and	CCONJ
fis-5347	316	7	urban	urban	ADJ
fis-5347	316	8	planning	planning	NOUN
fis-5347	316	9	,	,	PUNCT
fis-5347	316	10	giza	giza	PROPN
fis-5347	316	11	,	,	PUNCT
fis-5347	316	12	egypt	egypt	PROPN
fis-5347	316	13	,	,	PUNCT
fis-5347	316	14	ecp	ecp	VERB
fis-5347	316	15	203	203	NUM
fis-5347	316	16	-	-	SYM
fis-5347	316	17	2020	2020	NUM
fis-5347	316	18	.	.	PUNCT
fis-5347	317	1	[	[	X
fis-5347	317	2	14	14	NUM
fis-5347	317	3	]	]	X
fis-5347	317	4	british	british	ADJ
fis-5347	317	5	standards	standard	NOUN
fis-5347	317	6	institution	institution	NOUN
fis-5347	317	7	.	.	PUNCT
fis-5347	318	1	structural	structural	ADJ
fis-5347	318	2	use	use	NOUN
fis-5347	318	3	of	of	ADP
fis-5347	318	4	concrete	concrete	NOUN
fis-5347	318	5	.	.	PUNCT
fis-5347	319	1	(	(	PUNCT
fis-5347	319	2	1997	1997	NUM
fis-5347	319	3	)	)	PUNCT
fis-5347	319	4	.	.	PUNCT
fis-5347	320	1	part	part	NOUN
fis-5347	320	2	1	1	NUM
fis-5347	320	3	:	:	PUNCT
fis-5347	320	4	code	code	NOUN
fis-5347	320	5	of	of	ADP
fis-5347	320	6	practice	practice	NOUN
fis-5347	320	7	for	for	ADP
fis-5347	320	8	design	design	NOUN
fis-5347	320	9	and	and	CCONJ
fis-5347	320	10	construction	construction	NOUN
fis-5347	320	11	.	.	PUNCT
fis-5347	321	1	british	british	ADJ
fis-5347	321	2	standards	standards	PROPN
fis-5347	321	3	institution	institution	NOUN
fis-5347	321	4	,	,	PUNCT
fis-5347	321	5	london	london	PROPN
fis-5347	321	6	,	,	PUNCT
fis-5347	321	7	bs811o	bs811o	ADP
fis-5347	321	8	1997	1997	NUM
fis-5347	321	9	.	.	PUNCT
fis-5347	322	1	[	[	X
fis-5347	322	2	15	15	NUM
fis-5347	322	3	]	]	X
fis-5347	322	4	aci	aci	PROPN
fis-5347	322	5	committee	committee	PROPN
fis-5347	322	6	.	.	PUNCT
fis-5347	323	1	american	american	ADJ
fis-5347	323	2	concrete	concrete	PROPN
fis-5347	323	3	.	.	PUNCT
fis-5347	324	1	(	(	PUNCT
fis-5347	324	2	2011	2011	NUM
fis-5347	324	3	)	)	PUNCT
fis-5347	324	4	.	.	PUNCT
fis-5347	325	1	institute	institute	PROPN
fis-5347	325	2	,	,	PUNCT
fis-5347	325	3	&	&	CCONJ
fis-5347	325	4	international	international	ADJ
fis-5347	325	5	organization	organization	NOUN
fis-5347	325	6	for	for	ADP
fis-5347	325	7	standardization	standardization	NOUN
fis-5347	325	8	,	,	PUNCT
fis-5347	325	9	building	build	VERB
fis-5347	325	10	code	code	NOUN
fis-5347	325	11	requirements	requirement	NOUN
fis-5347	325	12	for	for	ADP
fis-5347	325	13	structural	structural	ADJ
fis-5347	325	14	concrete	concrete	NOUN
fis-5347	325	15	and	and	CCONJ
fis-5347	325	16	commentary	commentary	NOUN
fis-5347	325	17	.	.	PUNCT
fis-5347	326	1	american	american	PROPN
fis-5347	326	2	concrete	concrete	PROPN
fis-5347	326	3	institute	institute	PROPN
fis-5347	326	4	(	(	PUNCT
fis-5347	326	5	aci	aci	PROPN
fis-5347	326	6	318	318	NUM
fis-5347	326	7	-	-	SYM
fis-5347	326	8	11	11	NUM
fis-5347	326	9	)	)	PUNCT
fis-5347	326	10	.	.	PUNCT
fis-5347	327	1	[	[	X
fis-5347	327	2	16	16	NUM
fis-5347	327	3	]	]	X
fis-5347	327	4	european	european	PROPN
fis-5347	327	5	standard	standard	PROPN
fis-5347	327	6	.	.	PUNCT
fis-5347	328	1	design	design	NOUN
fis-5347	328	2	of	of	ADP
fis-5347	328	3	concrete	concrete	ADJ
fis-5347	328	4	structures	structure	NOUN
fis-5347	328	5	.	.	PUNCT
fis-5347	329	1	(	(	PUNCT
fis-5347	329	2	2011	2011	NUM
fis-5347	329	3	)	)	PUNCT
fis-5347	329	4	.	.	PUNCT
fis-5347	330	1	part	part	NOUN
fis-5347	330	2	1	1	NUM
fis-5347	330	3	-	-	SYM
fis-5347	330	4	1	1	NUM
fis-5347	330	5	:	:	PUNCT
fis-5347	330	6	general	general	ADJ
fis-5347	330	7	rules	rule	NOUN
fis-5347	330	8	and	and	CCONJ
fis-5347	330	9	rules	rule	NOUN
fis-5347	330	10	for	for	ADP
fis-5347	330	11	buildings	building	NOUN
fis-5347	330	12	.	.	PUNCT
fis-5347	331	1	cen	cen	PROPN
fis-5347	331	2	,	,	PUNCT
fis-5347	331	3	brüssel	brüssel	PROPN
fis-5347	331	4	,	,	PUNCT
fis-5347	331	5	en	en	PROPN
fis-5347	331	6	1992	1992	NUM
fis-5347	331	7	-	-	SYM
fis-5347	331	8	1	1	NUM
fis-5347	331	9	-	-	SYM
fis-5347	331	10	1	1	NUM
fis-5347	331	11	,	,	PUNCT
fis-5347	331	12	2011	2011	NUM
fis-5347	331	13	.	.	PUNCT
fis-5347	332	1	[	[	X
fis-5347	332	2	17	17	NUM
fis-5347	332	3	]	]	X
fis-5347	332	4	csa	csa	PROPN
fis-5347	332	5	code	code	PROPN
fis-5347	332	6	canadian	canadian	PROPN
fis-5347	332	7	standards	standards	PROPN
fis-5347	332	8	association	association	NOUN
fis-5347	332	9	for	for	ADP
fis-5347	332	10	design	design	NOUN
fis-5347	332	11	of	of	ADP
fis-5347	332	12	concrete	concrete	ADJ
fis-5347	332	13	structures	structure	NOUN
fis-5347	332	14	.	.	PUNCT
fis-5347	333	1	(	(	PUNCT
fis-5347	333	2	2004	2004	NUM
fis-5347	333	3	)	)	PUNCT
fis-5347	333	4	.	.	PUNCT
fis-5347	334	1	consolidated	consolidated	ADJ
fis-5347	334	2	mailing	mailing	PROPN
fis-5347	334	3	,	,	PUNCT
fis-5347	334	4	canada	canada	PROPN
fis-5347	334	5	csa	csa	PROPN
fis-5347	334	6	.	.	PUNCT
fis-5347	335	1	a23.3	a23.3	NOUN
fis-5347	335	2	-	-	PUNCT
fis-5347	335	3	04	04	NUM
fis-5347	335	4	,	,	PUNCT
fis-5347	335	5	2004	2004	NUM
fis-5347	335	6	.	.	PUNCT
fis-5347	336	1	[	[	X
fis-5347	336	2	18	18	NUM
fis-5347	336	3	]	]	X
fis-5347	336	4	ansys	ansys	X
fis-5347	336	5	.	.	PUNCT
fis-5347	336	6	(	(	PUNCT
fis-5347	336	7	2012	2012	NUM
fis-5347	336	8	)	)	PUNCT
fis-5347	336	9	.	.	PUNCT
fis-5347	337	1	ansys	ansys	PROPN
fis-5347	337	2	help	help	PROPN
fis-5347	337	3	,	,	PUNCT
fis-5347	337	4	release	release	VERB
fis-5347	337	5	19	19	NUM
fis-5347	337	6	.	.	PUNCT
fis-5347	338	1	[	[	X
fis-5347	338	2	19	19	NUM
fis-5347	338	3	]	]	X
fis-5347	338	4	macgregor	macgregor	PROPN
fis-5347	338	5	,	,	PUNCT
fis-5347	338	6	g.	g.	PROPN
fis-5347	338	7	(	(	PUNCT
fis-5347	338	8	1992	1992	NUM
fis-5347	338	9	)	)	PUNCT
fis-5347	338	10	.	.	PUNCT
fis-5347	339	1	reinforced	reinforce	VERB
fis-5347	339	2	concrete	concrete	ADJ
fis-5347	339	3	mechanics	mechanic	NOUN
fis-5347	339	4	and	and	CCONJ
fis-5347	339	5	design	design	NOUN
fis-5347	339	6	,	,	PUNCT
fis-5347	339	7	prentice	prentice	NOUN
fis-5347	339	8	-	-	PUNCT
fis-5347	339	9	hall	hall	NOUN
fis-5347	339	10	,	,	PUNCT
fis-5347	339	11	inc	inc	PROPN
fis-5347	339	12	.	.	PROPN
fis-5347	339	13	,	,	PUNCT
fis-5347	339	14	englewood	englewood	PROPN
fis-5347	339	15	cliffs	cliffs	PROPN
fis-5347	339	16	,	,	PUNCT
fis-5347	339	17	nj	nj	PROPN
fis-5347	339	18	,	,	PUNCT
fis-5347	339	19	1992	1992	NUM
fis-5347	339	20	.	.	PUNCT
fis-5347	340	1	notation	notation	NOUN
fis-5347	340	2	aft	aft	PROPN
fis-5347	340	3	total	total	ADJ
fis-5347	340	4	cross	cross	ADJ
fis-5347	340	5	-	-	ADJ
fis-5347	340	6	sectional	sectional	ADJ
fis-5347	340	7	area	area	NOUN
fis-5347	340	8	of	of	ADP
fis-5347	340	9	gfrp	gfrp	PROPN
fis-5347	340	10	i	i	PROPN
fis-5347	340	11	-	-	PUNCT
fis-5347	340	12	section	section	NOUN
fis-5347	340	13	ag	ag	PROPN
fis-5347	340	14	gross	gross	ADJ
fis-5347	340	15	area	area	NOUN
fis-5347	340	16	of	of	ADP
fis-5347	340	17	the	the	DET
fis-5347	340	18	concrete	concrete	ADJ
fis-5347	340	19	column	column	NOUN
fis-5347	340	20	ast	ast	PROPN
fis-5347	340	21	total	total	NOUN
fis-5347	340	22	area	area	NOUN
fis-5347	340	23	of	of	ADP
fis-5347	340	24	longitudinal	longitudinal	ADJ
fis-5347	340	25	reinforcement	reinforcement	NOUN
fis-5347	340	26	es	es	NOUN
fis-5347	340	27	modulus	modulus	NOUN
fis-5347	340	28	of	of	ADP
fis-5347	340	29	elasticity	elasticity	NOUN
fis-5347	340	30	of	of	ADP
fis-5347	340	31	steel	steel	NOUN
fis-5347	340	32	f	f	PROPN
fis-5347	340	33	stress	stress	NOUN
fis-5347	340	34	at	at	ADP
fis-5347	340	35	any	any	DET
fis-5347	340	36	strain	strain	NOUN
fis-5347	340	37	ε	ε	PROPN
fis-5347	340	38	fc	fc	NOUN
fis-5347	340	39	'	'	PART
fis-5347	340	40	ultimate	ultimate	ADJ
fis-5347	340	41	cylinder	cylinder	NOUN
fis-5347	340	42	compressive	compressive	NOUN
fis-5347	340	43	strength	strength	NOUN
fis-5347	340	44	for	for	ADP
fis-5347	340	45	concrete	concrete	ADJ
fis-5347	340	46	fcu	fcu	NOUN
fis-5347	340	47	compressive	compressive	ADJ
fis-5347	340	48	strength	strength	NOUN
fis-5347	340	49	of	of	ADP
fis-5347	340	50	concrete	concrete	ADJ
fis-5347	340	51	fs	fs	ADP
fis-5347	340	52	stress	stress	NOUN
fis-5347	340	53	in	in	ADP
fis-5347	340	54	steel	steel	NOUN
fis-5347	340	55	bars	bar	NOUN
fis-5347	340	56	when	when	SCONJ
fis-5347	340	57	the	the	DET
fis-5347	340	58	concrete	concrete	NOUN
fis-5347	340	59	reaches	reach	VERB
fis-5347	340	60	the	the	DET
fis-5347	340	61	maximum	maximum	ADJ
fis-5347	340	62	strength	strength	NOUN
fis-5347	340	63	m.	m.	PROPN
fis-5347	340	64	a.	a.	PROPN
fis-5347	340	65	m.	m.	PROPN
fis-5347	340	66	khalil	khalil	PROPN
fis-5347	340	67	,	,	PUNCT
fis-5347	340	68	fracture	fracture	PROPN
fis-5347	340	69	and	and	CCONJ
fis-5347	340	70	structural	structural	ADJ
fis-5347	340	71	integrity	integrity	NOUN
fis-5347	340	72	,	,	PUNCT
fis-5347	340	73	72	72	NUM
fis-5347	340	74	(	(	PUNCT
fis-5347	340	75	2025	2025	NUM
fis-5347	340	76	)	)	PUNCT
fis-5347	340	77	263	263	NUM
fis-5347	340	78	-	-	SYM
fis-5347	340	79	279	279	NUM
fis-5347	340	80	;	;	PUNCT
fis-5347	340	81	doi	doi	NOUN
fis-5347	340	82	:	:	PUNCT
fis-5347	340	83	10.3221	10.3221	NUM
fis-5347	340	84	/	/	SYM
fis-5347	340	85	igf	igf	PROPN
fis-5347	340	86	-	-	PUNCT
fis-5347	340	87	esis.72.19	esis.72.19	PROPN
fis-5347	340	88	279	279	NUM
fis-5347	340	89	ff	ff	NOUN
fis-5347	340	90	ultimate	ultimate	ADJ
fis-5347	340	91	compressive	compressive	ADJ
fis-5347	340	92	strength	strength	NOUN
fis-5347	340	93	of	of	ADP
fis-5347	340	94	gfrp	gfrp	PROPN
fis-5347	340	95	i	i	PROPN
fis-5347	340	96	-	-	PUNCT
fis-5347	340	97	section	section	NOUN
fis-5347	340	98	fy	fy	PROPN
fis-5347	340	99	the	the	DET
fis-5347	340	100	yield	yield	NOUN
fis-5347	340	101	strength	strength	NOUN
fis-5347	340	102	of	of	ADP
fis-5347	340	103	steel	steel	NOUN
fis-5347	340	104	pn	pn	PROPN
fis-5347	340	105	axial	axial	ADJ
fis-5347	340	106	load	load	NOUN
fis-5347	340	107	at	at	ADP
fis-5347	340	108	the	the	DET
fis-5347	340	109	maximum	maximum	ADJ
fis-5347	340	110	α	α	NOUN
fis-5347	340	111	ratio	ratio	NOUN
fis-5347	340	112	of	of	ADP
fis-5347	340	113	average	average	ADJ
fis-5347	340	114	stress	stress	NOUN
fis-5347	340	115	in	in	ADP
fis-5347	340	116	rectangular	rectangular	ADJ
fis-5347	340	117	compression	compression	NOUN
fis-5347	340	118	block	block	NOUN
fis-5347	340	119	to	to	ADP
fis-5347	340	120	the	the	DET
fis-5347	340	121	specified	specify	VERB
fis-5347	340	122	concrete	concrete	ADJ
fis-5347	340	123	strength	strength	NOUN
fis-5347	340	124	εc	εc	NOUN
fis-5347	340	125	strain	strain	VERB
fis-5347	340	126	in	in	ADP
fis-5347	340	127	the	the	DET
fis-5347	340	128	concrete	concrete	NOUN
fis-5347	340	129	at	at	ADP
fis-5347	340	130	reaching	reach	VERB
fis-5347	340	131	the	the	DET
fis-5347	340	132	maximum	maximum	ADJ
fis-5347	340	133	strength	strength	NOUN
fis-5347	340	134	η	η	PROPN
fis-5347	340	135	reduction	reduction	NOUN
fis-5347	340	136	factor	factor	NOUN
fis-5347	340	137	for	for	ADP
fis-5347	340	138	the	the	DET
fis-5347	340	139	high	high	ADJ
fis-5347	340	140	strength	strength	NOUN
fis-5347	340	141	concrete	concrete	NOUN
fis-5347	340	142	for	for	ADP
fis-5347	340	143	the	the	DET
fis-5347	340	144	rectangular	rectangular	ADJ
fis-5347	340	145	stress	stress	NOUN
fis-5347	340	146	distribution	distribution	NOUN
fis-5347	340	147	ϕc	ϕc	PROPN
fis-5347	340	148	resistance	resistance	NOUN
fis-5347	340	149	factor	factor	NOUN
fis-5347	340	150	for	for	ADP
fis-5347	340	151	concrete	concrete	ADJ
fis-5347	340	152	and	and	CCONJ
fis-5347	340	153	equal	equal	ADJ
fis-5347	340	154	to	to	ADP
fis-5347	340	155	1.0	1.0	NUM
fis-5347	340	156	for	for	ADP
fis-5347	340	157	laboratory	laboratory	NOUN
fis-5347	340	158	conditions	condition	NOUN
fis-5347	340	159	ϕs	ϕs	ADP
fis-5347	340	160	resistance	resistance	NOUN
fis-5347	340	161	factor	factor	NOUN
fis-5347	340	162	for	for	ADP
fis-5347	340	163	steel	steel	NOUN
fis-5347	340	164	and	and	CCONJ
fis-5347	340	165	equal	equal	ADJ
fis-5347	340	166	to	to	ADP
fis-5347	340	167	1.0	1.0	NUM
fis-5347	340	168	for	for	ADP
fis-5347	340	169	laboratory	laboratory	NOUN
fis-5347	340	170	conditions	condition	NOUN
fis-5347	340	171	εo	εo	ADP
fis-5347	340	172	strain	strain	NOUN
fis-5347	340	173	at	at	ADP
fis-5347	340	174	the	the	DET
fis-5347	340	175	ultimate	ultimate	ADJ
fis-5347	340	176	cylinder	cylinder	NOUN
fis-5347	340	177	compressive	compressive	NOUN
fis-5347	340	178	strength	strength	NOUN
fis-5347	340	179	fc	fc	PROPN
fis-5347	340	180	'	'	PART
fis-5347	340	181	<	<	X
fis-5347	340	182	<	<	X
fis-5347	340	183	/ascii85encodepages	/ascii85encodepage	NOUN
fis-5347	340	184	false	false	ADJ
fis-5347	340	185	/allowtransparency	/allowtransparency	NOUN
fis-5347	340	186	false	false	ADJ
fis-5347	340	187	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-5347	340	188	true	true	ADJ
fis-5347	340	189	/autorotatepages	/autorotatepage	NOUN
fis-5347	340	190	/none	/none	PUNCT
fis-5347	340	191	/binding	/binding	PUNCT
fis-5347	341	1	/left	/left	ADJ
fis-5347	342	1	/calgrayprofile	/calgrayprofile	VERB
fis-5347	342	2	(	(	PUNCT
fis-5347	342	3	dot	dot	NOUN
fis-5347	342	4	gain	gain	NOUN
fis-5347	342	5	20	20	NUM
fis-5347	342	6	%	%	NOUN
fis-5347	342	7	)	)	PUNCT
fis-5347	342	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-5347	343	1	(	(	PUNCT
fis-5347	343	2	srgb	srgb	PROPN
fis-5347	343	3	iec61966	iec61966	NOUN
fis-5347	343	4	-	-	PUNCT
fis-5347	343	5	2.1	2.1	NUM
fis-5347	343	6	)	)	PUNCT
fis-5347	343	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-5347	344	1	(	(	PUNCT
fis-5347	344	2	u.s	u.s	PROPN
fis-5347	344	3	.	.	PROPN
fis-5347	344	4	web	web	NOUN
fis-5347	344	5	coated	coat	VERB
fis-5347	344	6	\050swop\051	\050swop\051	ADJ
fis-5347	344	7	v2	v2	NOUN
fis-5347	344	8	)	)	PUNCT
fis-5347	344	9	/srgbprofile	/srgbprofile	PUNCT
fis-5347	344	10	(	(	PUNCT
fis-5347	344	11	srgb	srgb	PROPN
fis-5347	344	12	iec61966	iec61966	NOUN
fis-5347	344	13	-	-	PUNCT
fis-5347	344	14	2.1	2.1	NUM
fis-5347	344	15	)	)	PUNCT
fis-5347	344	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-5347	345	1	/error	/error	INTJ
fis-5347	345	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-5347	346	1	1.4	1.4	NUM
fis-5347	346	2	/compressobjects	/compressobject	NOUN
fis-5347	346	3	/tags	/tag	VERB
fis-5347	346	4	/compresspages	/compresspage	NOUN
fis-5347	346	5	true	true	ADJ
fis-5347	346	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-5347	346	7	true	true	ADJ
fis-5347	346	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-5347	346	9	true	true	ADJ
fis-5347	346	10	/createjobticket	/createjobticket	NOUN
fis-5347	346	11	false	false	ADJ
fis-5347	346	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-5347	346	13	/default	/default	PUNCT
fis-5347	346	14	/detectblends	/detectblend	NOUN
fis-5347	346	15	true	true	ADJ
fis-5347	346	16	/detectcurves	/detectcurve	VERB
fis-5347	347	1	0.0000	0.0000	NUM
fis-5347	347	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-5347	347	3	/cmyk	/cmyk	PUNCT
fis-5347	348	1	/dothumbnails	/dothumbnail	VERB
fis-5347	349	1	false	false	ADJ
fis-5347	349	2	/embedallfonts	/embedallfont	NOUN
fis-5347	349	3	true	true	ADJ
fis-5347	349	4	/embedopentype	/embedopentype	PUNCT
fis-5347	349	5	false	false	ADJ
fis-5347	349	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-5347	349	7	true	true	ADJ
fis-5347	349	8	/embedjoboptions	/embedjoboption	NOUN
fis-5347	349	9	true	true	ADJ
fis-5347	349	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-5347	349	11	0	0	NUM
fis-5347	349	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-5347	349	13	false	false	ADJ
fis-5347	349	14	/endpage	/endpage	NOUN
fis-5347	349	15	-1	-1	NOUN
fis-5347	349	16	/imagememory	/imagememory	NUM
fis-5347	349	17	1048576	1048576	NUM
fis-5347	349	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-5347	349	19	false	false	ADJ
fis-5347	349	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-5347	349	21	100	100	NUM
fis-5347	349	22	/optimize	/optimize	NOUN
fis-5347	349	23	true	true	ADJ
fis-5347	349	24	/opm	/opm	NOUN
fis-5347	349	25	1	1	NUM
fis-5347	349	26	/parsedsccomments	/parsedsccomment	NOUN
fis-5347	349	27	true	true	ADJ
fis-5347	349	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-5347	349	29	true	true	ADJ
fis-5347	349	30	/preservecopypage	/preservecopypage	NOUN
fis-5347	349	31	true	true	ADJ
fis-5347	349	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-5347	349	33	true	true	ADJ
fis-5347	349	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-5347	349	35	true	true	ADJ
fis-5347	349	36	/preserveflatness	/preserveflatness	NOUN
fis-5347	349	37	true	true	ADJ
fis-5347	349	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-5347	349	39	false	false	ADJ
fis-5347	349	40	/preserveopicomments	/preserveopicomment	NOUN
fis-5347	349	41	true	true	ADJ
fis-5347	349	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-5347	349	43	true	true	ADJ
fis-5347	349	44	/startpage	/startpage	NOUN
fis-5347	349	45	1	1	NUM
fis-5347	349	46	/subsetfonts	/subsetfont	NOUN
fis-5347	349	47	true	true	ADJ
fis-5347	349	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-5347	349	49	/apply	/apply	PUNCT
fis-5347	349	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-5347	350	1	/preserve	/preserve	NOUN
fis-5347	350	2	/useprologue	/useprologue	NOUN
fis-5347	350	3	false	false	ADJ
fis-5347	350	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-5347	350	5	(	(	PUNCT
fis-5347	350	6	)	)	PUNCT
fis-5347	350	7	/alwaysembed	/alwaysembe	VERB
fis-5347	350	8	[	[	PUNCT
fis-5347	350	9	true	true	ADJ
fis-5347	350	10	]	]	PUNCT
fis-5347	350	11	/neverembed	/neverembed	PUNCT
fis-5347	351	1	[	[	PUNCT
fis-5347	351	2	true	true	ADJ
fis-5347	351	3	]	]	PUNCT
fis-5347	351	4	/antialiascolorimages	/antialiascolorimages	X
fis-5347	351	5	false	false	ADJ
fis-5347	351	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-5347	351	7	true	true	ADJ
fis-5347	351	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-5347	351	9	300	300	NUM
fis-5347	351	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-5347	351	11	/ok	/ok	ADJ
fis-5347	352	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-5347	353	1	true	true	ADJ
fis-5347	353	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-5347	353	3	/bicubic	/bicubic	NOUN
fis-5347	353	4	/colorimageresolution	/colorimageresolution	NOUN
fis-5347	354	1	300	300	NUM
fis-5347	354	2	/colorimagedepth	/colorimagedepth	PRON
fis-5347	354	3	-1	-1	INTJ
fis-5347	354	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-5347	354	5	1	1	NUM
fis-5347	354	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-5347	354	7	1.50000	1.50000	NUM
fis-5347	354	8	/encodecolorimages	/encodecolorimage	NOUN
fis-5347	354	9	true	true	ADJ
fis-5347	354	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-5347	354	11	/dctencode	/dctencode	PUNCT
fis-5347	355	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-5347	355	2	true	true	ADJ
fis-5347	355	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-5347	355	4	/jpeg	/jpeg	PUNCT
fis-5347	355	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-5347	356	1	<	<	X
fis-5347	356	2	<	<	X
fis-5347	356	3	/qfactor	/qfactor	NOUN
fis-5347	356	4	0.15	0.15	NUM
fis-5347	356	5	/hsamples	/hsample	NOUN
fis-5347	357	1	[	[	X
fis-5347	357	2	1	1	NUM
fis-5347	357	3	1	1	NUM
fis-5347	357	4	1	1	NUM
fis-5347	357	5	1	1	NUM
fis-5347	357	6	]	]	PUNCT
fis-5347	357	7	/vsamples	/vsample	NOUN
fis-5347	358	1	[	[	X
fis-5347	358	2	1	1	NUM
fis-5347	358	3	1	1	NUM
fis-5347	358	4	1	1	NUM
fis-5347	358	5	1	1	NUM
fis-5347	358	6	]	]	PUNCT
fis-5347	358	7	>	>	PUNCT
fis-5347	358	8	>	>	X
fis-5347	358	9	/colorimagedict	/colorimagedict	PUNCT
fis-5347	359	1	<	<	X
fis-5347	359	2	<	<	X
fis-5347	359	3	/qfactor	/qfactor	NOUN
fis-5347	359	4	0.15	0.15	NUM
fis-5347	359	5	/hsamples	/hsample	NOUN
fis-5347	360	1	[	[	X
fis-5347	360	2	1	1	NUM
fis-5347	360	3	1	1	NUM
fis-5347	360	4	1	1	NUM
fis-5347	360	5	1	1	NUM
fis-5347	360	6	]	]	PUNCT
fis-5347	360	7	/vsamples	/vsample	NOUN
fis-5347	361	1	[	[	X
fis-5347	361	2	1	1	NUM
fis-5347	361	3	1	1	NUM
fis-5347	361	4	1	1	NUM
fis-5347	361	5	1	1	NUM
fis-5347	361	6	]	]	PUNCT
fis-5347	361	7	>	>	PUNCT
fis-5347	361	8	>	>	X
fis-5347	361	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
fis-5347	362	1	<	<	X
fis-5347	362	2	<	<	X
fis-5347	362	3	/tilewidth	/tilewidth	PUNCT
fis-5347	362	4	256	256	NUM
fis-5347	362	5	/tileheight	/tileheight	NUM
fis-5347	362	6	256	256	NUM
fis-5347	362	7	/quality	/quality	NOUN
fis-5347	362	8	30	30	NUM
fis-5347	362	9	>	>	PUNCT
fis-5347	362	10	>	>	X
fis-5347	362	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-5347	362	12	<	<	X
fis-5347	362	13	<	<	X
fis-5347	362	14	/tilewidth	/tilewidth	PUNCT
fis-5347	362	15	256	256	NUM
fis-5347	362	16	/tileheight	/tileheight	NUM
fis-5347	362	17	256	256	NUM
fis-5347	362	18	/quality	/quality	NOUN
fis-5347	362	19	30	30	NUM
fis-5347	362	20	>	>	PUNCT
fis-5347	362	21	>	>	X
fis-5347	362	22	/antialiasgrayimages	/antialiasgrayimages	X
fis-5347	362	23	false	false	ADJ
fis-5347	362	24	/cropgrayimages	/cropgrayimage	NOUN
fis-5347	362	25	true	true	ADJ
fis-5347	362	26	/grayimageminresolution	/grayimageminresolution	ADV
fis-5347	362	27	300	300	NUM
fis-5347	362	28	/grayimageminresolutionpolicy	/grayimageminresolutionpolicy	NOUN
fis-5347	362	29	/ok	/ok	ADJ
fis-5347	362	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
fis-5347	363	1	true	true	ADJ
fis-5347	363	2	/grayimagedownsampletype	/grayimagedownsampletype	INTJ
fis-5347	363	3	/bicubic	/bicubic	NOUN
fis-5347	363	4	/grayimageresolution	/grayimageresolution	NOUN
fis-5347	363	5	300	300	NUM
fis-5347	363	6	/grayimagedepth	/grayimagedepth	PUNCT
fis-5347	363	7	-1	-1	PUNCT
fis-5347	363	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-5347	364	1	2	2	NUM
fis-5347	364	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
fis-5347	364	3	1.50000	1.50000	NUM
fis-5347	364	4	/encodegrayimages	/encodegrayimage	NOUN
fis-5347	364	5	true	true	ADJ
fis-5347	364	6	/grayimagefilter	/grayimagefilter	NOUN
fis-5347	364	7	/dctencode	/dctencode	PUNCT
fis-5347	365	1	/autofiltergrayimages	/autofiltergrayimages	VERB
fis-5347	365	2	true	true	ADJ
fis-5347	365	3	/grayimageautofilterstrategy	/grayimageautofilterstrategy	INTJ
fis-5347	365	4	/jpeg	/jpeg	PUNCT
fis-5347	365	5	/grayacsimagedict	/grayacsimagedict	PUNCT
fis-5347	366	1	<	<	X
fis-5347	366	2	<	<	X
fis-5347	366	3	/qfactor	/qfactor	NOUN
fis-5347	366	4	0.15	0.15	NUM
fis-5347	366	5	/hsamples	/hsample	NOUN
fis-5347	367	1	[	[	X
fis-5347	367	2	1	1	NUM
fis-5347	367	3	1	1	NUM
fis-5347	367	4	1	1	NUM
fis-5347	367	5	1	1	NUM
fis-5347	367	6	]	]	PUNCT
fis-5347	367	7	/vsamples	/vsample	NOUN
fis-5347	368	1	[	[	X
fis-5347	368	2	1	1	NUM
fis-5347	368	3	1	1	NUM
fis-5347	368	4	1	1	NUM
fis-5347	368	5	1	1	NUM
fis-5347	368	6	]	]	PUNCT
fis-5347	368	7	>	>	PUNCT
fis-5347	368	8	>	>	X
fis-5347	368	9	/grayimagedict	/grayimagedict	PUNCT
fis-5347	369	1	<	<	X
fis-5347	369	2	<	<	X
fis-5347	369	3	/qfactor	/qfactor	NOUN
fis-5347	369	4	0.15	0.15	NUM
fis-5347	369	5	/hsamples	/hsample	NOUN
fis-5347	370	1	[	[	X
fis-5347	370	2	1	1	NUM
fis-5347	370	3	1	1	NUM
fis-5347	370	4	1	1	NUM
fis-5347	370	5	1	1	NUM
fis-5347	370	6	]	]	PUNCT
fis-5347	370	7	/vsamples	/vsample	NOUN
fis-5347	371	1	[	[	X
fis-5347	371	2	1	1	NUM
fis-5347	371	3	1	1	NUM
fis-5347	371	4	1	1	NUM
fis-5347	371	5	1	1	NUM
fis-5347	371	6	]	]	PUNCT
fis-5347	371	7	>	>	X
fis-5347	371	8	>	>	X
fis-5347	371	9	/jpeg2000grayacsimagedict	/jpeg2000grayacsimagedict	PUNCT
fis-5347	372	1	<	<	X
fis-5347	372	2	<	<	X
fis-5347	372	3	/tilewidth	/tilewidth	PUNCT
fis-5347	372	4	256	256	NUM
fis-5347	372	5	/tileheight	/tileheight	NUM
fis-5347	372	6	256	256	NUM
fis-5347	372	7	/quality	/quality	NOUN
fis-5347	372	8	30	30	NUM
fis-5347	372	9	>	>	PUNCT
fis-5347	372	10	>	>	X
fis-5347	372	11	/jpeg2000grayimagedict	/jpeg2000grayimagedict	PUNCT
fis-5347	372	12	<	<	X
fis-5347	372	13	<	<	X
fis-5347	372	14	/tilewidth	/tilewidth	PUNCT
fis-5347	372	15	256	256	NUM
fis-5347	372	16	/tileheight	/tileheight	NUM
fis-5347	372	17	256	256	NUM
fis-5347	372	18	/quality	/quality	NOUN
fis-5347	372	19	30	30	NUM
fis-5347	372	20	>	>	PUNCT
fis-5347	372	21	>	>	X
fis-5347	372	22	/antialiasmonoimages	/antialiasmonoimage	NOUN
fis-5347	372	23	false	false	ADJ
fis-5347	372	24	/cropmonoimages	/cropmonoimage	NOUN
fis-5347	372	25	true	true	ADJ
fis-5347	372	26	/monoimageminresolution	/monoimageminresolution	NUM
fis-5347	372	27	1200	1200	NUM
fis-5347	372	28	/monoimageminresolutionpolicy	/monoimageminresolutionpolicy	PUNCT
fis-5347	373	1	/ok	/ok	PROPN
fis-5347	373	2	/downsamplemonoimages	/downsamplemonoimage	VERB
fis-5347	374	1	true	true	ADJ
fis-5347	374	2	/monoimagedownsampletype	/monoimagedownsampletype	PUNCT
fis-5347	374	3	/bicubic	/bicubic	NOUN
fis-5347	374	4	/monoimageresolution	/monoimageresolution	NOUN
fis-5347	374	5	1200	1200	NUM
fis-5347	374	6	/monoimagedepth	/monoimagedepth	PRON
fis-5347	374	7	-1	-1	PUNCT
fis-5347	375	1	/monoimagedownsamplethreshold	/monoimagedownsamplethreshold	PUNCT
fis-5347	375	2	1.50000	1.50000	NUM
fis-5347	375	3	/encodemonoimages	/encodemonoimage	NOUN
fis-5347	375	4	true	true	ADJ
fis-5347	375	5	/monoimagefilter	/monoimagefilter	ADP
fis-5347	375	6	/ccittfaxencode	/ccittfaxencode	INTJ
fis-5347	375	7	/monoimagedict	/monoimagedict	PUNCT
fis-5347	376	1	<	<	X
fis-5347	376	2	<	<	X
fis-5347	376	3	/k	/k	PUNCT
fis-5347	376	4	-1	-1	INTJ
fis-5347	376	5	>	>	PUNCT
fis-5347	376	6	>	>	X
fis-5347	376	7	/allowpsxobjects	/allowpsxobjects	PROPN
fis-5347	376	8	false	false	ADJ
fis-5347	376	9	/checkcompliance	/checkcompliance	NOUN
fis-5347	376	10	[	[	PUNCT
fis-5347	376	11	/none	/none	X
fis-5347	376	12	]	]	PUNCT
fis-5347	376	13	/pdfx1acheck	/pdfx1acheck	PUNCT
fis-5347	376	14	false	false	ADJ
fis-5347	376	15	/pdfx3check	/pdfx3check	PUNCT
fis-5347	376	16	false	false	ADJ
fis-5347	376	17	/pdfxcompliantpdfonly	/pdfxcompliantpdfonly	ADV
fis-5347	376	18	false	false	ADJ
fis-5347	376	19	/pdfxnotrimboxerror	/pdfxnotrimboxerror	NOUN
fis-5347	376	20	true	true	ADJ
fis-5347	376	21	/pdfxtrimboxtomediaboxoffset	/pdfxtrimboxtomediaboxoffset	NOUN
fis-5347	376	22	[	[	PUNCT
fis-5347	376	23	0.00000	0.00000	NUM
fis-5347	376	24	0.00000	0.00000	NUM
fis-5347	376	25	0.00000	0.00000	NUM
fis-5347	376	26	0.00000	0.00000	NUM
fis-5347	376	27	]	]	PUNCT
fis-5347	376	28	/pdfxsetbleedboxtomediabox	/pdfxsetbleedboxtomediabox	PUNCT
fis-5347	377	1	true	true	ADJ
fis-5347	377	2	/pdfxbleedboxtotrimboxoffset	/pdfxbleedboxtotrimboxoffset	PUNCT
fis-5347	377	3	[	[	PUNCT
fis-5347	377	4	0.00000	0.00000	NUM
fis-5347	377	5	0.00000	0.00000	NUM
fis-5347	377	6	0.00000	0.00000	NUM
fis-5347	377	7	0.00000	0.00000	NUM
fis-5347	377	8	]	]	PUNCT
fis-5347	377	9	/pdfxoutputintentprofile	/pdfxoutputintentprofile	PUNCT
fis-5347	378	1	(	(	PUNCT
fis-5347	378	2	)	)	PUNCT
fis-5347	378	3	/pdfxoutputconditionidentifier	/pdfxoutputconditionidentifi	ADJ
fis-5347	378	4	(	(	PUNCT
fis-5347	378	5	)	)	PUNCT
fis-5347	378	6	/pdfxoutputcondition	/pdfxoutputcondition	PRON
fis-5347	378	7	(	(	PUNCT
fis-5347	378	8	)	)	PUNCT
fis-5347	378	9	/pdfxregistryname	/pdfxregistryname	PUNCT
fis-5347	378	10	(	(	PUNCT
fis-5347	378	11	)	)	PUNCT
fis-5347	378	12	/pdfxtrapped	/pdfxtrapped	PUNCT
fis-5347	378	13	/false	/false	INTJ
fis-5347	379	1	/createjdffile	/createjdffile	INTJ
fis-5347	379	2	false	false	ADJ
fis-5347	379	3	/description	/description	NOUN
fis-5347	380	1	<	<	X
fis-5347	380	2	<	<	X
fis-5347	380	3	/ara	/ara	PUNCT
fis-5347	380	4	<	<	X
fis-5347	380	5	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	feff06270633062a062e062f0645002006470630064700200627064406250639062f0627062f0627062a002006440625064606340627062100200648062b062706260642002000410064006f00620065002000500044004600200645062a064806270641064206290020064406440637062806270639062900200641064a00200627064406450637062706280639002006300627062a0020062f0631062c0627062a002006270644062c0648062f0629002006270644063906270644064a0629061b0020064a06450643064600200641062a062d00200648062b0627062606420020005000440046002006270644064506460634062306290020062806270633062a062e062f062706450020004100630072006f0062006100740020064800410064006f006200650020005200650061006400650072002006250635062f0627063100200035002e0030002006480627064406250635062f062706310627062a0020062706440623062d062f062b002e0635062f0627063100200035002e0030002006480627064406250635062f062706310627062a0020062706440623062d062f062b002e	X
fis-5347	380	6	>	>	X
fis-5347	380	7	/bgr	/bgr	PUNCT
fis-5347	381	1	<	<	X
fis-5347	381	2	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	X
fis-5347	381	3	>	>	X
fis-5347	381	4	/chs	/chs	PUNCT
fis-5347	382	1	<	<	X
fis-5347	382	2	feff4f7f75288fd94e9b8bbe5b9a521b5efa7684002000410064006f006200650020005000440046002065876863900275284e8e9ad88d2891cf76845370524d53705237300260a853ef4ee54f7f75280020004100630072006f0062006100740020548c002000410064006f00620065002000520065006100640065007200200035002e003000204ee553ca66f49ad87248672c676562535f00521b5efa768400200050004400460020658768633002	feff4f7f75288fd94e9b8bbe5b9a521b5efa7684002000410064006f006200650020005000440046002065876863900275284e8e9ad88d2891cf76845370524d53705237300260a853ef4ee54f7f75280020004100630072006f0062006100740020548c002000410064006f00620065002000520065006100640065007200200035002e003000204ee553ca66f49ad87248672c676562535f00521b5efa768400200050004400460020658768633002	NOUN
fis-5347	382	3	>	>	X
fis-5347	382	4	/cht	/cht	PUNCT
fis-5347	383	1	<	<	X
fis-5347	383	2	feff4f7f752890194e9b8a2d7f6e5efa7acb7684002000410064006f006200650020005000440046002065874ef69069752865bc9ad854c18cea76845370524d5370523786557406300260a853ef4ee54f7f75280020004100630072006f0062006100740020548c002000410064006f00620065002000520065006100640065007200200035002e003000204ee553ca66f49ad87248672c4f86958b555f5df25efa7acb76840020005000440046002065874ef63002	feff4f7f752890194e9b8a2d7f6e5efa7acb7684002000410064006f006200650020005000440046002065874ef69069752865bc9ad854c18cea76845370524d5370523786557406300260a853ef4ee54f7f75280020004100630072006f0062006100740020548c002000410064006f00620065002000520065006100640065007200200035002e003000204ee553ca66f49ad87248672c4f86958b555f5df25efa7acb76840020005000440046002065874ef63002	X
fis-5347	383	3	>	>	X
fis-5347	383	4	/cze	/cze	PUNCT
fis-5347	384	1	<	<	X
fis-5347	384	2	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	X
fis-5347	384	3	>	>	X
fis-5347	384	4	/dan	/dan	PUNCT
fis-5347	385	1	<	<	X
fis-5347	386	1	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	X
fis-5347	386	2	>	>	X
fis-5347	386	3	/deu	/deu	PUNCT
fis-5347	386	4	<	<	X
fis-5347	386	5	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	X
fis-5347	386	6	>	>	X
fis-5347	386	7	/esp	/esp	PUNCT
fis-5347	386	8	<	<	X
fis-5347	386	9	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	X
fis-5347	386	10	>	>	X
fis-5347	386	11	/eti	/eti	X
fis-5347	387	1	<	<	X
fis-5347	387	2	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	X
fis-5347	387	3	>	>	X
fis-5347	387	4	/fra	/fra	PUNCT
fis-5347	388	1	<	<	X
fis-5347	388	2	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	X
fis-5347	388	3	>	>	X
fis-5347	388	4	/gre	/gre	PUNCT
fis-5347	388	5	<	<	X
fis-5347	388	6	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	NOUN
fis-5347	388	7	>	>	X
fis-5347	388	8	/heb	/heb	X
fis-5347	388	9	<	<	X
fis-5347	388	10	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	X
fis-5347	388	11	>	>	X
fis-5347	388	12	/hrv	/hrv	PROPN
fis-5347	389	1	(	(	PUNCT
fis-5347	389	2	za	za	PROPN
fis-5347	389	3	stvaranje	stvaranje	PROPN
fis-5347	389	4	adobe	adobe	PROPN
fis-5347	389	5	pdf	pdf	PROPN
fis-5347	389	6	dokumenata	dokumenata	PROPN
fis-5347	389	7	najpogodnijih	najpogodnijih	PROPN
fis-5347	389	8	za	za	PROPN
fis-5347	389	9	visokokvalitetni	visokokvalitetni	VERB
fis-5347	389	10	ispis	ispis	ADJ
fis-5347	389	11	prije	prije	NOUN
fis-5347	389	12	tiskanja	tiskanja	PROPN
fis-5347	389	13	koristite	koristite	PROPN
fis-5347	389	14	ove	ove	NOUN
fis-5347	389	15	postavke	postavke	NOUN
fis-5347	389	16	.	.	PUNCT
fis-5347	390	1	stvoreni	stvoreni	ADJ
fis-5347	390	2	pdf	pdf	NOUN
fis-5347	390	3	dokumenti	dokumenti	PROPN
fis-5347	390	4	mogu	mogu	PROPN
fis-5347	390	5	se	se	X
fis-5347	390	6	otvoriti	otvoriti	PROPN
fis-5347	390	7	acrobat	acrobat	PROPN
fis-5347	391	1	i	i	PRON
fis-5347	391	2	adobe	adobe	PROPN
fis-5347	391	3	reader	reader	PROPN
fis-5347	391	4	5.0	5.0	NUM
fis-5347	391	5	i	i	PRON
fis-5347	391	6	kasnijim	kasnijim	VERB
fis-5347	391	7	verzijama	verzijama	NOUN
fis-5347	391	8	.	.	PUNCT
fis-5347	391	9	)	)	PUNCT
fis-5347	392	1	/hun	/hun	PUNCT
fis-5347	393	1	<	<	X
fis-5347	393	2	feff004b0069007600e1006c00f30020006d0069006e0151007300e9006701710020006e0079006f006d00640061006900200065006c0151006b00e90073007a00ed007401510020006e0079006f006d00740061007400e100730068006f007a0020006c006500670069006e006b00e1006200620020006d0065006700660065006c0065006c0151002000410064006f00620065002000500044004600200064006f006b0075006d0065006e00740075006d006f006b0061007400200065007a0065006b006b0065006c0020006100200062006500e1006c006c00ed007400e10073006f006b006b0061006c0020006b00e90073007a00ed0074006800650074002e0020002000410020006c00e90074007200650068006f007a006f00740074002000500044004600200064006f006b0075006d0065006e00740075006d006f006b00200061007a0020004100630072006f006200610074002000e9007300200061007a002000410064006f00620065002000520065006100640065007200200035002e0030002c0020007600610067007900200061007a002000610074007400f3006c0020006b00e9007301510062006200690020007600650072007a006900f3006b006b0061006c0020006e00790069007400680061007400f3006b0020006d00650067002e	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	X
fis-5347	393	3	>	>	X
fis-5347	393	4	/ita	/ita	PUNCT
fis-5347	394	1	<	<	X
fis-5347	394	2	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	X
fis-5347	394	3	>	>	X
fis-5347	394	4	/jpn	/jpn	PROPN
fis-5347	395	1	<	<	X
fis-5347	395	2	feff9ad854c18cea306a30d730ea30d730ec30b951fa529b7528002000410064006f0062006500200050004400460020658766f8306e4f5c6210306b4f7f75283057307e305930023053306e8a2d5b9a30674f5c62103055308c305f0020005000440046002030d530a130a430eb306f3001004100630072006f0062006100740020304a30883073002000410064006f00620065002000520065006100640065007200200035002e003000204ee5964d3067958b304f30533068304c3067304d307e305930023053306e8a2d5b9a306b306f30d530a930f330c8306e57cb30818fbc307f304c5fc59808306730593002	feff9ad854c18cea306a30d730ea30d730ec30b951fa529b7528002000410064006f0062006500200050004400460020658766f8306e4f5c6210306b4f7f75283057307e305930023053306e8a2d5b9a30674f5c62103055308c305f0020005000440046002030d530a130a430eb306f3001004100630072006f0062006100740020304a30883073002000410064006f00620065002000520065006100640065007200200035002e003000204ee5964d3067958b304f30533068304c3067304d307e305930023053306e8a2d5b9a306b306f30d530a930f330c8306e57cb30818fbc307f304c5fc59808306730593002	X
fis-5347	395	3	>	>	X
fis-5347	395	4	/kor	/kor	PUNCT
fis-5347	396	1	<	<	X
fis-5347	396	2	feffc7740020c124c815c7440020c0acc6a9d558c5ec0020ace0d488c9c80020c2dcd5d80020c778c1c4c5d00020ac00c7a50020c801d569d55c002000410064006f0062006500200050004400460020bb38c11cb97c0020c791c131d569b2c8b2e4002e0020c774b807ac8c0020c791c131b41c00200050004400460020bb38c11cb2940020004100630072006f0062006100740020bc0f002000410064006f00620065002000520065006100640065007200200035002e00300020c774c0c1c5d0c11c0020c5f40020c2180020c788c2b5b2c8b2e4002e	feffc7740020c124c815c7440020c0acc6a9d558c5ec0020ace0d488c9c80020c2dcd5d80020c778c1c4c5d00020ac00c7a50020c801d569d55c002000410064006f0062006500200050004400460020bb38c11cb97c0020c791c131d569b2c8b2e4002e0020c774b807ac8c0020c791c131b41c00200050004400460020bb38c11cb2940020004100630072006f0062006100740020bc0f002000410064006f00620065002000520065006100640065007200200035002e00300020c774c0c1c5d0c11c0020c5f40020c2180020c788c2b5b2c8b2e4002e	X
fis-5347	396	3	>	>	X
fis-5347	396	4	/lth	/lth	PUNCT
fis-5347	397	1	<	<	X
fis-5347	397	2	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	X
fis-5347	397	3	>	>	X
fis-5347	397	4	/lvi	/lvi	PUNCT
fis-5347	398	1	<	<	X
fis-5347	398	2	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	X
fis-5347	398	3	>	>	X
fis-5347	398	4	/nld	/nld	PUNCT
fis-5347	399	1	(	(	PUNCT
fis-5347	399	2	gebruik	gebruik	NOUN
fis-5347	399	3	deze	deze	PROPN
fis-5347	399	4	instellingen	instellingen	PROPN
fis-5347	399	5	om	om	PROPN
fis-5347	399	6	adobe	adobe	PROPN
fis-5347	399	7	pdf	pdf	PROPN
fis-5347	399	8	-	-	PUNCT
fis-5347	399	9	documenten	documenten	NOUN
fis-5347	399	10	te	te	ADP
fis-5347	399	11	maken	maken	PROPN
fis-5347	399	12	die	die	PROPN
fis-5347	399	13	zijn	zijn	PROPN
fis-5347	399	14	geoptimaliseerd	geoptimaliseerd	PROPN
fis-5347	399	15	voor	voor	NOUN
fis-5347	399	16	prepress	prepress	NOUN
fis-5347	399	17	-	-	PUNCT
fis-5347	399	18	afdrukken	afdrukken	VERB
fis-5347	399	19	van	van	PROPN
fis-5347	399	20	hoge	hoge	PROPN
fis-5347	399	21	kwaliteit	kwaliteit	PROPN
fis-5347	399	22	.	.	PUNCT
fis-5347	400	1	de	de	PROPN
fis-5347	400	2	gemaakte	gemaakte	PROPN
fis-5347	400	3	pdf	pdf	NOUN
fis-5347	400	4	-	-	PUNCT
fis-5347	400	5	documenten	documenten	NOUN
fis-5347	400	6	kunnen	kunnen	PROPN
fis-5347	400	7	worden	worden	PROPN
fis-5347	400	8	geopend	geopend	PROPN
fis-5347	400	9	met	meet	VERB
fis-5347	400	10	acrobat	acrobat	PROPN
fis-5347	400	11	en	en	PROPN
fis-5347	400	12	adobe	adobe	PROPN
fis-5347	400	13	reader	reader	PROPN
fis-5347	400	14	5.0	5.0	NUM
fis-5347	400	15	en	en	ADP
fis-5347	400	16	hoger	hoger	NOUN
fis-5347	400	17	.	.	PUNCT
fis-5347	400	18	)	)	PUNCT
fis-5347	401	1	/nor	/nor	PUNCT
fis-5347	402	1	<	<	X
fis-5347	402	2	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	X
fis-5347	402	3	>	>	X
fis-5347	402	4	/pol	/pol	PUNCT
fis-5347	403	1	<	<	X
fis-5347	403	2	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	X
fis-5347	403	3	>	>	X
fis-5347	403	4	/ptb	/ptb	PROPN
fis-5347	403	5	<	<	X
fis-5347	403	6	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	X
fis-5347	403	7	>	>	X
fis-5347	403	8	/rum	/rum	X
fis-5347	403	9	<	<	X
fis-5347	403	10	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	X
fis-5347	403	11	>	>	X
fis-5347	403	12	/rus	/rus	PUNCT
fis-5347	403	13	<	<	X
fis-5347	403	14	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	X
fis-5347	403	15	>	>	X
fis-5347	403	16	/sky	/sky	PUNCT
fis-5347	404	1	<	<	X
fis-5347	404	2	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	X
fis-5347	404	3	>	>	X
fis-5347	404	4	/slv	/slv	X
fis-5347	404	5	<	<	X
fis-5347	404	6	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	X
fis-5347	404	7	>	>	X
fis-5347	404	8	/suo	/suo	PROPN
fis-5347	405	1	<	<	AUX
fis-5347	405	2	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	X
fis-5347	405	3	>	>	X
fis-5347	405	4	/sve	/sve	PROPN
fis-5347	405	5	<	<	X
fis-5347	405	6	feff0041006e007600e4006e00640020006400650020006800e4007200200069006e0073007400e4006c006c006e0069006e006700610072006e00610020006f006d002000640075002000760069006c006c00200073006b006100700061002000410064006f006200650020005000440046002d0064006f006b0075006d0065006e007400200073006f006d002000e400720020006c00e4006d0070006c0069006700610020006600f60072002000700072006500700072006500730073002d007500740073006b00720069006600740020006d006500640020006800f600670020006b00760061006c0069007400650074002e002000200053006b006100700061006400650020005000440046002d0064006f006b0075006d0065006e00740020006b0061006e002000f600700070006e00610073002000690020004100630072006f0062006100740020006f00630068002000410064006f00620065002000520065006100640065007200200035002e00300020006f00630068002000730065006e006100720065002e	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	X
fis-5347	405	7	>	>	X
fis-5347	405	8	/tur	/tur	X
fis-5347	405	9	<	<	X
fis-5347	405	10	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	PROPN
fis-5347	405	11	>	>	X
fis-5347	405	12	/ukr	/ukr	X
fis-5347	405	13	<	<	X
fis-5347	405	14	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	X
fis-5347	405	15	>	>	X
fis-5347	405	16	/enu	/enu	PUNCT
fis-5347	405	17	(	(	PUNCT
fis-5347	405	18	use	use	VERB
fis-5347	405	19	these	these	DET
fis-5347	405	20	settings	setting	NOUN
fis-5347	405	21	to	to	PART
fis-5347	405	22	create	create	VERB
fis-5347	405	23	adobe	adobe	PROPN
fis-5347	405	24	pdf	pdf	PROPN
fis-5347	405	25	documents	document	NOUN
fis-5347	405	26	best	well	ADV
fis-5347	405	27	suited	suit	VERB
fis-5347	405	28	for	for	ADP
fis-5347	405	29	high	high	ADJ
fis-5347	405	30	-	-	PUNCT
fis-5347	405	31	quality	quality	NOUN
fis-5347	405	32	prepress	prepress	NOUN
fis-5347	405	33	printing	printing	NOUN
fis-5347	405	34	.	.	PUNCT
fis-5347	406	1	created	create	VERB
fis-5347	406	2	pdf	pdf	NOUN
fis-5347	406	3	documents	document	NOUN
fis-5347	406	4	can	can	AUX
fis-5347	406	5	be	be	AUX
fis-5347	406	6	opened	open	VERB
fis-5347	406	7	with	with	ADP
fis-5347	406	8	acrobat	acrobat	PROPN
fis-5347	406	9	and	and	CCONJ
fis-5347	406	10	adobe	adobe	PROPN
fis-5347	406	11	reader	reader	PROPN
fis-5347	406	12	5.0	5.0	NUM
fis-5347	406	13	and	and	CCONJ
fis-5347	406	14	later	later	ADV
fis-5347	406	15	.	.	PUNCT
fis-5347	406	16	)	)	PUNCT
fis-5347	407	1	>	>	PUNCT
fis-5347	407	2	>	>	X
fis-5347	407	3	/namespace	/namespace	PUNCT
fis-5347	408	1	[	[	PUNCT
fis-5347	408	2	(	(	PUNCT
fis-5347	408	3	adobe	adobe	PROPN
fis-5347	408	4	)	)	PUNCT
fis-5347	408	5	(	(	PUNCT
fis-5347	408	6	common	common	ADJ
fis-5347	408	7	)	)	PUNCT
fis-5347	408	8	(	(	PUNCT
fis-5347	408	9	1.0	1.0	NUM
fis-5347	408	10	)	)	PUNCT
fis-5347	408	11	]	]	PUNCT
fis-5347	409	1	/othernamespaces	/othernamespace	VERB
fis-5347	409	2	[	[	PUNCT
fis-5347	409	3	<	<	X
fis-5347	409	4	<	<	X
fis-5347	409	5	/asreaderspreads	/asreaderspreads	X
fis-5347	409	6	false	false	ADJ
fis-5347	409	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-5347	409	8	true	true	ADJ
fis-5347	409	9	/errorcontrol	/errorcontrol	NOUN
fis-5347	410	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-5347	410	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-5347	410	3	false	false	ADJ
fis-5347	410	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-5347	410	5	false	false	ADJ
fis-5347	410	6	/includenonprinting	/includenonprinting	NOUN
fis-5347	410	7	false	false	ADJ
fis-5347	410	8	/includeslug	/includeslug	INTJ
fis-5347	410	9	false	false	ADJ
fis-5347	410	10	/namespace	/namespace	NOUN
fis-5347	411	1	[	[	PUNCT
fis-5347	411	2	(	(	PUNCT
fis-5347	411	3	adobe	adobe	PROPN
fis-5347	411	4	)	)	PUNCT
fis-5347	411	5	(	(	PUNCT
fis-5347	411	6	indesign	indesign	NOUN
fis-5347	411	7	)	)	PUNCT
fis-5347	411	8	(	(	PUNCT
fis-5347	411	9	4.0	4.0	NUM
fis-5347	411	10	)	)	PUNCT
fis-5347	411	11	]	]	PUNCT
fis-5347	411	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-5347	412	1	false	false	ADJ
fis-5347	412	2	/omitplacedeps	/omitplacedeps	INTJ
fis-5347	412	3	false	false	ADJ
fis-5347	412	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-5347	412	5	false	false	ADJ
fis-5347	412	6	/simulateoverprint	/simulateoverprint	NOUN
fis-5347	412	7	/legacy	/legacy	PUNCT
fis-5347	413	1	>	>	PUNCT
fis-5347	413	2	>	>	X
fis-5347	414	1	<	<	X
fis-5347	414	2	<	<	X
fis-5347	414	3	/addbleedmarks	/addbleedmarks	X
fis-5347	414	4	false	false	ADJ
fis-5347	414	5	/addcolorbars	/addcolorbars	INTJ
fis-5347	414	6	false	false	ADJ
fis-5347	414	7	/addcropmarks	/addcropmarks	PUNCT
fis-5347	414	8	false	false	ADJ
fis-5347	414	9	/addpageinfo	/addpageinfo	INTJ
fis-5347	414	10	false	false	ADJ
fis-5347	414	11	/addregmarks	/addregmark	NOUN
fis-5347	414	12	false	false	ADJ
fis-5347	414	13	/convertcolors	/convertcolor	NOUN
fis-5347	414	14	/converttocmyk	/converttocmyk	INTJ
fis-5347	414	15	/destinationprofilename	/destinationprofilename	PUNCT
fis-5347	414	16	(	(	PUNCT
fis-5347	414	17	)	)	PUNCT
fis-5347	414	18	/destinationprofileselector	/destinationprofileselector	NOUN
fis-5347	414	19	/documentcmyk	/documentcmyk	PUNCT
fis-5347	414	20	/downsample16bitimages	/downsample16bitimage	NOUN
fis-5347	414	21	true	true	ADJ
fis-5347	414	22	/flattenerpreset	/flattenerpreset	PUNCT
fis-5347	415	1	<	<	X
fis-5347	415	2	<	<	X
fis-5347	415	3	/presetselector	/presetselector	X
fis-5347	415	4	/mediumresolution	/mediumresolution	NOUN
fis-5347	415	5	>	>	PUNCT
fis-5347	415	6	>	>	X
fis-5347	415	7	/formelements	/formelement	NOUN
fis-5347	416	1	false	false	ADJ
fis-5347	416	2	/generatestructure	/generatestructure	PUNCT
fis-5347	416	3	false	false	ADJ
fis-5347	416	4	/includebookmarks	/includebookmark	NOUN
fis-5347	416	5	false	false	ADJ
fis-5347	416	6	/includehyperlinks	/includehyperlinks	INTJ
fis-5347	416	7	false	false	ADJ
fis-5347	416	8	/includeinteractive	/includeinteractive	ADJ
fis-5347	416	9	false	false	ADJ
fis-5347	416	10	/includelayers	/includelayer	NOUN
fis-5347	416	11	false	false	ADJ
fis-5347	416	12	/includeprofiles	/includeprofiles	INTJ
fis-5347	416	13	false	false	ADJ
fis-5347	416	14	/multimediahandling	/multimediahandling	NOUN
fis-5347	417	1	/useobjectsettings	/useobjectsettings	PRON
fis-5347	418	1	/namespace	/namespace	PUNCT
fis-5347	419	1	[	[	PUNCT
fis-5347	419	2	(	(	PUNCT
fis-5347	419	3	adobe	adobe	PROPN
fis-5347	419	4	)	)	PUNCT
fis-5347	419	5	(	(	PUNCT
fis-5347	419	6	creativesuite	creativesuite	NOUN
fis-5347	419	7	)	)	PUNCT
fis-5347	419	8	(	(	PUNCT
fis-5347	419	9	2.0	2.0	NUM
fis-5347	419	10	)	)	PUNCT
fis-5347	419	11	]	]	PUNCT
fis-5347	420	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-5347	420	2	/documentcmyk	/documentcmyk	PUNCT
fis-5347	421	1	/preserveediting	/preserveedite	VERB
fis-5347	421	2	true	true	ADJ
fis-5347	421	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-5347	421	4	/leaveuntagged	/leaveuntagge	VERB
fis-5347	421	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-5347	421	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-5347	421	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-5347	422	1	false	false	ADJ
fis-5347	422	2	>	>	PUNCT
fis-5347	422	3	>	>	X
fis-5347	422	4	]	]	PUNCT
fis-5347	422	5	>	>	PUNCT
fis-5347	422	6	>	>	X
fis-5347	422	7	setdistillerparams	setdistillerparam	NOUN
fis-5347	423	1	<	<	X
fis-5347	423	2	<	<	X
fis-5347	423	3	/hwresolution	/hwresolution	NOUN
fis-5347	424	1	[	[	X
fis-5347	424	2	2400	2400	NUM
fis-5347	424	3	2400	2400	NUM
fis-5347	424	4	]	]	PUNCT
fis-5347	424	5	/pagesize	/pagesize	X
fis-5347	425	1	[	[	X
fis-5347	425	2	612.000	612.000	NUM
fis-5347	425	3	792.000	792.000	NUM
fis-5347	425	4	]	]	PUNCT
fis-5347	425	5	>	>	PUNCT
fis-5347	425	6	>	>	X
fis-5347	425	7	setpagedevice	setpagedevice	PROPN