id	sid	tid	token	lemma	pos
fis-3892	1	1	microsoft	microsoft	PROPN
fis-3892	1	2	word	word	PROPN
fis-3892	1	3	numero_63_art_16_3892.docx	numero_63_art_16_3892.docx	PROPN
fis-3892	1	4	i.	i.	PROPN
fis-3892	1	5	harba	harba	PROPN
fis-3892	1	6	et	et	PROPN
fis-3892	1	7	alii	alii	PROPN
fis-3892	1	8	,	,	PUNCT
fis-3892	1	9	frattura	frattura	PROPN
fis-3892	1	10	ed	ed	PROPN
fis-3892	1	11	integrità	integrità	PROPN
fis-3892	1	12	strutturale	strutturale	PROPN
fis-3892	1	13	,	,	PUNCT
fis-3892	1	14	63	63	NUM
fis-3892	1	15	(	(	PUNCT
fis-3892	1	16	2023	2023	NUM
fis-3892	1	17	)	)	PUNCT
fis-3892	1	18	190	190	NUM
fis-3892	1	19	-	-	SYM
fis-3892	1	20	205	205	NUM
fis-3892	1	21	;	;	PUNCT
fis-3892	1	22	doi	doi	NOUN
fis-3892	1	23	:	:	PUNCT
fis-3892	1	24	10.3221	10.3221	NUM
fis-3892	1	25	/	/	SYM
fis-3892	1	26	igf	igf	PROPN
fis-3892	1	27	-	-	PROPN
fis-3892	1	28	esis.63.16	esis.63.16	PROPN
fis-3892	1	29	190	190	NUM
fis-3892	1	30	numerical	numerical	ADJ
fis-3892	1	31	analysis	analysis	NOUN
fis-3892	1	32	of	of	ADP
fis-3892	1	33	reinforced	reinforce	VERB
fis-3892	1	34	concrete	concrete	ADJ
fis-3892	1	35	circular	circular	ADJ
fis-3892	1	36	columns	column	NOUN
fis-3892	1	37	strengthening	strengthen	VERB
fis-3892	1	38	with	with	ADP
fis-3892	1	39	cfrp	cfrp	NOUN
fis-3892	1	40	under	under	ADP
fis-3892	1	41	concentric	concentric	ADJ
fis-3892	1	42	and	and	CCONJ
fis-3892	1	43	eccentric	eccentric	ADJ
fis-3892	1	44	loadings	loading	NOUN
fis-3892	1	45	ibrahim	ibrahim	PROPN
fis-3892	1	46	s.	s.	PROPN
fis-3892	1	47	i.	i.	PROPN
fis-3892	1	48	harba	harba	PROPN
fis-3892	1	49	,	,	PUNCT
fis-3892	1	50	abdulkhalik	abdulkhalik	PROPN
fis-3892	1	51	j.	j.	PROPN
fis-3892	1	52	abdulridha	abdulridha	PROPN
fis-3892	1	53	,	,	PUNCT
fis-3892	1	54	ahmed	ahmed	PROPN
fis-3892	1	55	a.	a.	PROPN
fis-3892	1	56	m.	m.	PROPN
fis-3892	1	57	al	al	PROPN
fis-3892	1	58	-	-	PUNCT
fis-3892	1	59	shaar	shaar	PROPN
fis-3892	1	60	department	department	NOUN
fis-3892	1	61	of	of	ADP
fis-3892	1	62	civil	civil	ADJ
fis-3892	1	63	engineering	engineering	NOUN
fis-3892	1	64	,	,	PUNCT
fis-3892	1	65	college	college	NOUN
fis-3892	1	66	of	of	ADP
fis-3892	1	67	engineering	engineering	PROPN
fis-3892	1	68	,	,	PUNCT
fis-3892	1	69	al	al	PROPN
fis-3892	1	70	-	-	PUNCT
fis-3892	1	71	nahrain	nahrain	PROPN
fis-3892	1	72	university	university	NOUN
fis-3892	1	73	,	,	PUNCT
fis-3892	1	74	jadriya	jadriya	PROPN
fis-3892	1	75	,	,	PUNCT
fis-3892	1	76	baghdad	baghdad	PROPN
fis-3892	1	77	,	,	PUNCT
fis-3892	1	78	iraq	iraq	PROPN
fis-3892	1	79	ibrahim.s.ibrahim@nahrainuniv.edu.iq	ibrahim.s.ibrahim@nahrainuniv.edu.iq	PROPN
fis-3892	1	80	,	,	PUNCT
fis-3892	1	81	https://orcid.org/0000-0002-5651-0654	https://orcid.org/0000-0002-5651-0654	PROPN
fis-3892	1	82	abdulkhalik.j.abdulridha@nahrainuniv.edu.iq	abdulkhalik.j.abdulridha@nahrainuniv.edu.iq	NOUN
fis-3892	1	83	,	,	PUNCT
fis-3892	1	84	https://orcid.org/0000-0001-6403-2325	https://orcid.org/0000-0001-6403-2325	PROPN
fis-3892	1	85	ahmed.a.mustafa@nahrainuniv.edu.iq	ahmed.a.mustafa@nahrainuniv.edu.iq	NOUN
fis-3892	1	86	,	,	PUNCT
fis-3892	1	87	https://orcid.org/0000-0001-6614-2990	https://orcid.org/0000-0001-6614-2990	NOUN
fis-3892	1	88	abstract	abstract	NOUN
fis-3892	1	89	.	.	PUNCT
fis-3892	2	1	the	the	DET
fis-3892	2	2	purpose	purpose	NOUN
fis-3892	2	3	of	of	ADP
fis-3892	2	4	this	this	DET
fis-3892	2	5	study	study	NOUN
fis-3892	2	6	is	be	AUX
fis-3892	2	7	to	to	PART
fis-3892	2	8	explore	explore	VERB
fis-3892	2	9	the	the	DET
fis-3892	2	10	numerical	numerical	ADJ
fis-3892	2	11	behavior	behavior	NOUN
fis-3892	2	12	of	of	ADP
fis-3892	2	13	circular	circular	ADJ
fis-3892	2	14	reinforced	reinforce	VERB
fis-3892	2	15	concrete	concrete	NOUN
fis-3892	2	16	(	(	PUNCT
fis-3892	2	17	rc	rc	NOUN
fis-3892	2	18	)	)	PUNCT
fis-3892	2	19	short	short	ADJ
fis-3892	2	20	columns	column	NOUN
fis-3892	2	21	with	with	ADP
fis-3892	2	22	different	different	ADJ
fis-3892	2	23	degrees	degree	NOUN
fis-3892	2	24	of	of	ADP
fis-3892	2	25	confinement	confinement	NOUN
fis-3892	2	26	with	with	ADP
fis-3892	2	27	carbon	carbon	NOUN
fis-3892	2	28	fiber	fiber	NOUN
fis-3892	2	29	reinforced	reinforce	VERB
fis-3892	2	30	polymer	polymer	NOUN
fis-3892	2	31	(	(	PUNCT
fis-3892	2	32	cfrp	cfrp	NOUN
fis-3892	2	33	)	)	PUNCT
fis-3892	2	34	(	(	PUNCT
fis-3892	2	35	0	0	NUM
fis-3892	2	36	%	%	NOUN
fis-3892	2	37	,	,	PUNCT
fis-3892	2	38	25	25	NUM
fis-3892	2	39	%	%	NOUN
fis-3892	2	40	,	,	PUNCT
fis-3892	2	41	50	50	NUM
fis-3892	2	42	%	%	NOUN
fis-3892	2	43	,	,	PUNCT
fis-3892	2	44	and	and	CCONJ
fis-3892	2	45	100	100	NUM
fis-3892	2	46	%	%	NOUN
fis-3892	2	47	)	)	PUNCT
fis-3892	2	48	wraps	wrap	NOUN
fis-3892	2	49	under	under	ADP
fis-3892	2	50	concentric	concentric	ADJ
fis-3892	2	51	and	and	CCONJ
fis-3892	2	52	eccentric	eccentric	ADJ
fis-3892	2	53	loading	loading	NOUN
fis-3892	2	54	.	.	PUNCT
fis-3892	3	1	the	the	DET
fis-3892	3	2	numerical	numerical	ADJ
fis-3892	3	3	analysis	analysis	NOUN
fis-3892	3	4	carried	carry	VERB
fis-3892	3	5	out	out	ADP
fis-3892	3	6	by	by	ADP
fis-3892	3	7	using	use	VERB
fis-3892	3	8	an	an	DET
fis-3892	3	9	improved	improved	ADJ
fis-3892	3	10	concrete	concrete	ADJ
fis-3892	3	11	damage	damage	NOUN
fis-3892	3	12	plasticity	plasticity	NOUN
fis-3892	3	13	(	(	PUNCT
fis-3892	3	14	cdp	cdp	NOUN
fis-3892	3	15	)	)	PUNCT
fis-3892	3	16	model	model	NOUN
fis-3892	3	17	implemented	implement	VERB
fis-3892	3	18	in	in	ADP
fis-3892	3	19	abaqus	abaqus	PROPN
fis-3892	3	20	software	software	NOUN
fis-3892	3	21	for	for	ADP
fis-3892	3	22	finite	finite	ADJ
fis-3892	3	23	element	element	NOUN
fis-3892	3	24	(	(	PUNCT
fis-3892	3	25	fe	fe	NOUN
fis-3892	3	26	)	)	PUNCT
fis-3892	3	27	analysis	analysis	NOUN
fis-3892	3	28	.	.	PUNCT
fis-3892	4	1	the	the	DET
fis-3892	4	2	fe	fe	PROPN
fis-3892	4	3	model	model	NOUN
fis-3892	4	4	simulated	simulate	VERB
fis-3892	4	5	a	a	DET
fis-3892	4	6	total	total	NOUN
fis-3892	4	7	of	of	ADP
fis-3892	4	8	twenty	twenty	NUM
fis-3892	4	9	-	-	PUNCT
fis-3892	4	10	four	four	NUM
fis-3892	4	11	numerical	numerical	ADJ
fis-3892	4	12	specimens	specimen	NOUN
fis-3892	4	13	.	.	PUNCT
fis-3892	5	1	the	the	DET
fis-3892	5	2	findings	finding	NOUN
fis-3892	5	3	were	be	AUX
fis-3892	5	4	matched	match	VERB
fis-3892	5	5	to	to	AUX
fis-3892	5	6	published	publish	VERB
fis-3892	5	7	experimental	experimental	ADJ
fis-3892	5	8	test	test	NOUN
fis-3892	5	9	results	result	NOUN
fis-3892	5	10	in	in	ADP
fis-3892	5	11	the	the	DET
fis-3892	5	12	literature	literature	NOUN
fis-3892	5	13	.	.	PUNCT
fis-3892	6	1	the	the	DET
fis-3892	6	2	findings	finding	NOUN
fis-3892	6	3	of	of	ADP
fis-3892	6	4	the	the	DET
fis-3892	6	5	fe	fe	PROPN
fis-3892	6	6	model	model	NOUN
fis-3892	6	7	and	and	CCONJ
fis-3892	6	8	the	the	DET
fis-3892	6	9	experimental	experimental	ADJ
fis-3892	6	10	data	datum	NOUN
fis-3892	6	11	were	be	AUX
fis-3892	6	12	good	good	ADJ
fis-3892	6	13	similar	similar	ADJ
fis-3892	6	14	.	.	PUNCT
fis-3892	7	1	as	as	ADP
fis-3892	7	2	a	a	DET
fis-3892	7	3	consequence	consequence	NOUN
fis-3892	7	4	,	,	PUNCT
fis-3892	7	5	the	the	DET
fis-3892	7	6	model	model	NOUN
fis-3892	7	7	was	be	AUX
fis-3892	7	8	found	find	VERB
fis-3892	7	9	to	to	PART
fis-3892	7	10	be	be	AUX
fis-3892	7	11	valid	valid	ADJ
fis-3892	7	12	.	.	PUNCT
fis-3892	8	1	the	the	DET
fis-3892	8	2	numerical	numerical	ADJ
fis-3892	8	3	results	result	NOUN
fis-3892	8	4	shows	show	VERB
fis-3892	8	5	that	that	SCONJ
fis-3892	8	6	as	as	SCONJ
fis-3892	8	7	load	load	NOUN
fis-3892	8	8	eccentricity	eccentricity	NOUN
fis-3892	8	9	increased	increase	VERB
fis-3892	8	10	,	,	PUNCT
fis-3892	8	11	the	the	DET
fis-3892	8	12	load	load	NOUN
fis-3892	8	13	carrying	carry	VERB
fis-3892	8	14	capacity	capacity	NOUN
fis-3892	8	15	of	of	ADP
fis-3892	8	16	columns	column	NOUN
fis-3892	8	17	decreased	decrease	VERB
fis-3892	8	18	for	for	ADP
fis-3892	8	19	unconfined	unconfined	ADJ
fis-3892	8	20	specimens	specimen	NOUN
fis-3892	8	21	,	,	PUNCT
fis-3892	8	22	whereas	whereas	SCONJ
fis-3892	8	23	the	the	DET
fis-3892	8	24	decline	decline	NOUN
fis-3892	8	25	in	in	ADP
fis-3892	8	26	strength	strength	NOUN
fis-3892	8	27	for	for	ADP
fis-3892	8	28	confined	confine	VERB
fis-3892	8	29	specimens	specimen	NOUN
fis-3892	8	30	becomes	becomes	AUX
fis-3892	8	31	limited	limited	ADJ
fis-3892	8	32	as	as	SCONJ
fis-3892	8	33	the	the	DET
fis-3892	8	34	degrees	degree	NOUN
fis-3892	8	35	of	of	ADP
fis-3892	8	36	confinement	confinement	ADJ
fis-3892	8	37	ratio	ratio	NOUN
fis-3892	8	38	increased	increase	VERB
fis-3892	8	39	.	.	PUNCT
fis-3892	9	1	in	in	ADP
fis-3892	9	2	addition	addition	NOUN
fis-3892	9	3	,	,	PUNCT
fis-3892	9	4	increasing	increase	VERB
fis-3892	9	5	the	the	DET
fis-3892	9	6	cfrp	cfrp	PROPN
fis-3892	9	7	confinement	confinement	PROPN
fis-3892	9	8	ratio	ratio	NOUN
fis-3892	9	9	improves	improve	VERB
fis-3892	9	10	the	the	DET
fis-3892	9	11	column	column	NOUN
fis-3892	9	12	's	's	PART
fis-3892	9	13	load	load	NOUN
fis-3892	9	14	-	-	PUNCT
fis-3892	9	15	bearing	bear	VERB
fis-3892	9	16	capability	capability	NOUN
fis-3892	9	17	at	at	ADP
fis-3892	9	18	the	the	DET
fis-3892	9	19	same	same	ADJ
fis-3892	9	20	load	load	NOUN
fis-3892	9	21	eccentricity	eccentricity	NOUN
fis-3892	9	22	.	.	PUNCT
fis-3892	10	1	keywords	keyword	NOUN
fis-3892	10	2	.	.	PUNCT
fis-3892	11	1	short	short	ADJ
fis-3892	11	2	circular	circular	ADJ
fis-3892	11	3	column	column	NOUN
fis-3892	11	4	,	,	PUNCT
fis-3892	11	5	numerical	numerical	ADJ
fis-3892	11	6	analysis	analysis	NOUN
fis-3892	11	7	,	,	PUNCT
fis-3892	11	8	plastic	plastic	NOUN
fis-3892	11	9	-	-	PUNCT
fis-3892	11	10	damage	damage	NOUN
fis-3892	11	11	model	model	NOUN
fis-3892	11	12	,	,	PUNCT
fis-3892	11	13	cfrp	cfrp	NOUN
fis-3892	11	14	,	,	PUNCT
fis-3892	11	15	eccentric	eccentric	ADJ
fis-3892	11	16	load	load	NOUN
fis-3892	11	17	,	,	PUNCT
fis-3892	11	18	abaqus	abaqus	NOUN
fis-3892	11	19	software	software	NOUN
fis-3892	11	20	.	.	PUNCT
fis-3892	12	1	citation	citation	NOUN
fis-3892	12	2	:	:	PUNCT
fis-3892	13	1	harba	harba	ADV
fis-3892	13	2	,	,	PUNCT
fis-3892	13	3	i.s.i	i.s.i	PROPN
fis-3892	13	4	.	.	PROPN
fis-3892	13	5	,	,	PUNCT
fis-3892	13	6	abdulridha	abdulridha	PROPN
fis-3892	13	7	,	,	PUNCT
fis-3892	13	8	a.	a.	PROPN
fis-3892	13	9	j.	j.	PROPN
fis-3892	13	10	,	,	PUNCT
fis-3892	13	11	alshaar	alshaar	PROPN
fis-3892	13	12	,	,	PUNCT
fis-3892	13	13	a.m.	a.m.	ADV
fis-3892	13	14	,	,	PUNCT
fis-3892	13	15	numerical	numerical	ADJ
fis-3892	13	16	analysis	analysis	NOUN
fis-3892	13	17	of	of	ADP
fis-3892	13	18	reinforced	reinforce	VERB
fis-3892	13	19	concrete	concrete	ADJ
fis-3892	13	20	circular	circular	ADJ
fis-3892	13	21	columns	column	NOUN
fis-3892	13	22	strengthening	strengthen	VERB
fis-3892	13	23	with	with	ADP
fis-3892	13	24	cfrp	cfrp	NOUN
fis-3892	13	25	under	under	ADP
fis-3892	13	26	concentric	concentric	ADJ
fis-3892	13	27	and	and	CCONJ
fis-3892	13	28	eccentric	eccentric	ADJ
fis-3892	13	29	loadings	loading	NOUN
fis-3892	13	30	,	,	PUNCT
fis-3892	13	31	frattura	frattura	PROPN
fis-3892	13	32	ed	ed	PROPN
fis-3892	13	33	integrità	integrità	PROPN
fis-3892	13	34	strutturale	strutturale	PROPN
fis-3892	13	35	,	,	PUNCT
fis-3892	13	36	63	63	NUM
fis-3892	13	37	(	(	PUNCT
fis-3892	13	38	2023	2023	NUM
fis-3892	13	39	)	)	PUNCT
fis-3892	13	40	190	190	NUM
fis-3892	13	41	-	-	SYM
fis-3892	13	42	205	205	NUM
fis-3892	13	43	.	.	PUNCT
fis-3892	13	44	received	receive	VERB
fis-3892	13	45	:	:	PUNCT
fis-3892	13	46	01.10.2022	01.10.2022	NOUN
fis-3892	13	47	accepted	accept	VERB
fis-3892	13	48	:	:	PUNCT
fis-3892	13	49	24.11.2022	24.11.2022	NUM
fis-3892	13	50	online	online	ADV
fis-3892	13	51	first	first	ADV
fis-3892	13	52	:	:	PUNCT
fis-3892	13	53	27.11.2022	27.11.2022	NUM
fis-3892	13	54	published	publish	VERB
fis-3892	13	55	:	:	PUNCT
fis-3892	13	56	01.01.2023	01.01.2023	NUM
fis-3892	13	57	copyright	copyright	NOUN
fis-3892	13	58	:	:	PUNCT
fis-3892	13	59	©	©	PROPN
fis-3892	13	60	2023	2023	NUM
fis-3892	13	61	this	this	PRON
fis-3892	13	62	is	be	AUX
fis-3892	13	63	an	an	DET
fis-3892	13	64	open	open	ADJ
fis-3892	13	65	access	access	NOUN
fis-3892	13	66	article	article	NOUN
fis-3892	13	67	under	under	ADP
fis-3892	13	68	the	the	DET
fis-3892	13	69	terms	term	NOUN
fis-3892	13	70	of	of	ADP
fis-3892	13	71	the	the	DET
fis-3892	13	72	cc	cc	NOUN
fis-3892	13	73	-	-	PUNCT
fis-3892	13	74	by	by	ADP
fis-3892	13	75	4.0	4.0	NUM
fis-3892	13	76	,	,	PUNCT
fis-3892	13	77	which	which	PRON
fis-3892	13	78	permits	permit	VERB
fis-3892	13	79	unrestricted	unrestricted	ADJ
fis-3892	13	80	use	use	NOUN
fis-3892	13	81	,	,	PUNCT
fis-3892	13	82	distribution	distribution	NOUN
fis-3892	13	83	,	,	PUNCT
fis-3892	13	84	and	and	CCONJ
fis-3892	13	85	reproduction	reproduction	NOUN
fis-3892	13	86	in	in	ADP
fis-3892	13	87	any	any	DET
fis-3892	13	88	medium	medium	NOUN
fis-3892	13	89	,	,	PUNCT
fis-3892	13	90	provided	provide	VERB
fis-3892	13	91	the	the	DET
fis-3892	13	92	original	original	ADJ
fis-3892	13	93	author	author	NOUN
fis-3892	13	94	and	and	CCONJ
fis-3892	13	95	source	source	NOUN
fis-3892	13	96	are	be	AUX
fis-3892	13	97	credited	credit	VERB
fis-3892	13	98	.	.	PUNCT
fis-3892	14	1	introduction	introduction	NOUN
fis-3892	14	2	ince	ince	VERB
fis-3892	14	3	the	the	DET
fis-3892	14	4	last	last	ADJ
fis-3892	14	5	two	two	NUM
fis-3892	14	6	decades	decade	NOUN
fis-3892	14	7	,	,	PUNCT
fis-3892	14	8	the	the	DET
fis-3892	14	9	impact	impact	NOUN
fis-3892	14	10	of	of	ADP
fis-3892	14	11	strengthening	strengthen	VERB
fis-3892	14	12	existing	exist	VERB
fis-3892	14	13	reinforced	reinforce	VERB
fis-3892	14	14	concrete	concrete	ADJ
fis-3892	14	15	columns	column	NOUN
fis-3892	14	16	(	(	PUNCT
fis-3892	14	17	rcc	rcc	PROPN
fis-3892	14	18	)	)	PUNCT
fis-3892	14	19	by	by	ADP
fis-3892	14	20	fiber	fiber	NOUN
fis-3892	14	21	reinforced	reinforce	VERB
fis-3892	14	22	polymer	polymer	NOUN
fis-3892	14	23	(	(	PUNCT
fis-3892	14	24	frp	frp	PROPN
fis-3892	14	25	)	)	PUNCT
fis-3892	14	26	systems	system	NOUN
fis-3892	14	27	has	have	AUX
fis-3892	14	28	been	be	AUX
fis-3892	14	29	develop	develop	VERB
fis-3892	14	30	into	into	ADP
fis-3892	14	31	the	the	DET
fis-3892	14	32	most	most	ADV
fis-3892	14	33	preferred	preferred	ADJ
fis-3892	14	34	systems	system	NOUN
fis-3892	14	35	for	for	ADP
fis-3892	14	36	retrofitting	retrofitting	NOUN
fis-3892	14	37	of	of	ADP
fis-3892	14	38	rc	rc	PROPN
fis-3892	14	39	structures	structure	NOUN
fis-3892	14	40	.	.	PUNCT
fis-3892	15	1	the	the	DET
fis-3892	15	2	frp	frp	PROPN
fis-3892	15	3	materials	material	NOUN
fis-3892	15	4	offer	offer	VERB
fis-3892	15	5	in	in	ADP
fis-3892	15	6	general	general	ADJ
fis-3892	15	7	high	high	ADJ
fis-3892	15	8	stiffness	stiffness	NOUN
fis-3892	15	9	to	to	ADP
fis-3892	15	10	weight	weight	NOUN
fis-3892	15	11	and	and	CCONJ
fis-3892	15	12	strength	strength	NOUN
fis-3892	15	13	to	to	ADP
fis-3892	15	14	weight	weight	NOUN
fis-3892	15	15	ratios	ratio	NOUN
fis-3892	15	16	,	,	PUNCT
fis-3892	15	17	also	also	ADV
fis-3892	15	18	offering	offer	VERB
fis-3892	15	19	significant	significant	ADJ
fis-3892	15	20	possible	possible	ADJ
fis-3892	15	21	for	for	ADP
fis-3892	15	22	cost	cost	NOUN
fis-3892	15	23	effective	effective	ADJ
fis-3892	15	24	and	and	CCONJ
fis-3892	15	25	durable	durable	ADJ
fis-3892	15	26	lightweight	lightweight	NOUN
fis-3892	15	27	.	.	PUNCT
fis-3892	16	1	using	use	VERB
fis-3892	16	2	cfrp	cfrp	PROPN
fis-3892	16	3	sheet	sheet	NOUN
fis-3892	16	4	systems	system	NOUN
fis-3892	16	5	led	lead	VERB
fis-3892	16	6	to	to	ADP
fis-3892	16	7	a	a	DET
fis-3892	16	8	significant	significant	ADJ
fis-3892	16	9	improvement	improvement	NOUN
fis-3892	16	10	in	in	ADP
fis-3892	16	11	the	the	DET
fis-3892	16	12	structural	structural	ADJ
fis-3892	16	13	behavior	behavior	NOUN
fis-3892	16	14	of	of	ADP
fis-3892	16	15	the	the	DET
fis-3892	16	16	rc	rc	PROPN
fis-3892	16	17	members	member	NOUN
fis-3892	16	18	[	[	X
fis-3892	16	19	1	1	NUM
fis-3892	16	20	]	]	PUNCT
fis-3892	16	21	.	.	PUNCT
fis-3892	17	1	the	the	DET
fis-3892	17	2	externally	externally	ADV
fis-3892	17	3	bonded	bond	VERB
fis-3892	17	4	cfrp	cfrp	NOUN
fis-3892	17	5	sheets	sheet	NOUN
fis-3892	17	6	improved	improve	VERB
fis-3892	17	7	the	the	DET
fis-3892	17	8	failure	failure	NOUN
fis-3892	17	9	mode	mode	NOUN
fis-3892	17	10	and	and	CCONJ
fis-3892	17	11	the	the	DET
fis-3892	17	12	capacity	capacity	NOUN
fis-3892	17	13	[	[	X
fis-3892	17	14	2	2	NUM
fis-3892	17	15	]	]	PUNCT
fis-3892	17	16	.	.	PUNCT
fis-3892	18	1	covering	cover	VERB
fis-3892	18	2	the	the	DET
fis-3892	18	3	service	service	NOUN
fis-3892	18	4	period	period	NOUN
fis-3892	18	5	of	of	ADP
fis-3892	18	6	longstanding	longstanding	ADJ
fis-3892	18	7	structures	structure	NOUN
fis-3892	18	8	by	by	ADP
fis-3892	18	9	repairing	repair	VERB
fis-3892	18	10	and	and	CCONJ
fis-3892	18	11	reinforcing	reinforcing	NOUN
fis-3892	18	12	is	be	AUX
fis-3892	18	13	expected	expect	VERB
fis-3892	18	14	[	[	X
fis-3892	18	15	3	3	NUM
fis-3892	18	16	]	]	PUNCT
fis-3892	18	17	.	.	PUNCT
fis-3892	19	1	the	the	DET
fis-3892	19	2	majority	majority	NOUN
fis-3892	19	3	of	of	ADP
fis-3892	19	4	studies	study	NOUN
fis-3892	19	5	focused	focus	VERB
fis-3892	19	6	on	on	ADP
fis-3892	19	7	the	the	DET
fis-3892	19	8	behavior	behavior	NOUN
fis-3892	19	9	of	of	ADP
fis-3892	19	10	frp	frp	PROPN
fis-3892	19	11	confined	confine	VERB
fis-3892	19	12	reinforced	reinforce	VERB
fis-3892	19	13	concrete	concrete	ADJ
fis-3892	19	14	columns	column	NOUN
fis-3892	19	15	subjected	subject	VERB
fis-3892	19	16	to	to	ADP
fis-3892	19	17	concentric	concentric	ADJ
fis-3892	19	18	axial	axial	ADJ
fis-3892	19	19	loads	load	NOUN
fis-3892	19	20	,	,	PUNCT
fis-3892	19	21	while	while	SCONJ
fis-3892	19	22	columns	column	NOUN
fis-3892	19	23	subjected	subject	VERB
fis-3892	19	24	to	to	ADP
fis-3892	19	25	eccentric	eccentric	ADJ
fis-3892	19	26	loads	load	NOUN
fis-3892	19	27	are	be	AUX
fis-3892	19	28	not	not	PART
fis-3892	19	29	well	well	ADV
fis-3892	19	30	understood	understand	VERB
fis-3892	19	31	[	[	X
fis-3892	19	32	4	4	NUM
fis-3892	19	33	,	,	PUNCT
fis-3892	19	34	5	5	NUM
fis-3892	19	35	]	]	PUNCT
fis-3892	19	36	.	.	PUNCT
fis-3892	20	1	the	the	DET
fis-3892	20	2	increase	increase	NOUN
fis-3892	20	3	in	in	ADP
fis-3892	20	4	strength	strength	NOUN
fis-3892	20	5	and	and	CCONJ
fis-3892	20	6	ductility	ductility	NOUN
fis-3892	20	7	of	of	ADP
fis-3892	20	8	eccentrically	eccentrically	ADV
fis-3892	20	9	loaded	load	VERB
fis-3892	20	10	frp	frp	PROPN
fis-3892	20	11	confined	confine	VERB
fis-3892	20	12	columns	column	NOUN
fis-3892	20	13	less	less	ADV
fis-3892	20	14	significant	significant	ADJ
fis-3892	20	15	compared	compare	VERB
fis-3892	20	16	with	with	ADP
fis-3892	20	17	concentrically	concentrically	ADV
fis-3892	20	18	loaded	load	VERB
fis-3892	20	19	columns	column	NOUN
fis-3892	20	20	[	[	X
fis-3892	20	21	6	6	NUM
fis-3892	20	22	]	]	PUNCT
fis-3892	20	23	.	.	PUNCT
fis-3892	21	1	the	the	DET
fis-3892	21	2	frp	frp	PROPN
fis-3892	21	3	wrap	wrap	PROPN
fis-3892	21	4	s	s	PROPN
fis-3892	21	5	https://youtu.be/h6gbyn84l8c	https://youtu.be/h6gbyn84l8c	PROPN
fis-3892	21	6	i.	i.	PROPN
fis-3892	21	7	harba	harba	PROPN
fis-3892	21	8	et	et	PROPN
fis-3892	21	9	alii	alii	PROPN
fis-3892	21	10	,	,	PUNCT
fis-3892	21	11	frattura	frattura	PROPN
fis-3892	21	12	ed	ed	PROPN
fis-3892	21	13	integrità	integrità	PROPN
fis-3892	21	14	strutturale	strutturale	PROPN
fis-3892	21	15	,	,	PUNCT
fis-3892	21	16	63	63	NUM
fis-3892	21	17	(	(	PUNCT
fis-3892	21	18	2023	2023	NUM
fis-3892	21	19	)	)	PUNCT
fis-3892	21	20	190	190	NUM
fis-3892	21	21	-	-	SYM
fis-3892	21	22	205	205	NUM
fis-3892	21	23	;	;	PUNCT
fis-3892	21	24	doi	doi	NOUN
fis-3892	21	25	:	:	PUNCT
fis-3892	21	26	10.3221	10.3221	NUM
fis-3892	21	27	/	/	SYM
fis-3892	21	28	igf	igf	PROPN
fis-3892	21	29	-	-	PROPN
fis-3892	21	30	esis.63.16	esis.63.16	PROPN
fis-3892	21	31	191	191	NUM
fis-3892	21	32	columns	column	NOUN
fis-3892	21	33	will	will	AUX
fis-3892	21	34	lead	lead	VERB
fis-3892	21	35	to	to	ADP
fis-3892	21	36	an	an	DET
fis-3892	21	37	increase	increase	NOUN
fis-3892	21	38	in	in	ADP
fis-3892	21	39	columns	column	NOUN
fis-3892	21	40	strength	strength	NOUN
fis-3892	21	41	and	and	CCONJ
fis-3892	21	42	flexural	flexural	ADJ
fis-3892	21	43	ductility	ductility	NOUN
fis-3892	21	44	[	[	X
fis-3892	21	45	7	7	NUM
fis-3892	21	46	]	]	PUNCT
fis-3892	21	47	.	.	PUNCT
fis-3892	22	1	the	the	DET
fis-3892	22	2	strength	strength	NOUN
fis-3892	22	3	and	and	CCONJ
fis-3892	22	4	ductility	ductility	NOUN
fis-3892	22	5	were	be	AUX
fis-3892	22	6	decreased	decrease	VERB
fis-3892	22	7	with	with	ADP
fis-3892	22	8	the	the	DET
fis-3892	22	9	increase	increase	NOUN
fis-3892	22	10	in	in	ADP
fis-3892	22	11	load	load	NOUN
fis-3892	22	12	eccentricity	eccentricity	NOUN
fis-3892	22	13	for	for	ADP
fis-3892	22	14	all	all	DET
fis-3892	22	15	confined	confine	VERB
fis-3892	22	16	columns	column	NOUN
fis-3892	22	17	[	[	X
fis-3892	22	18	8	8	NUM
fis-3892	22	19	]	]	PUNCT
fis-3892	22	20	.	.	PUNCT
fis-3892	23	1	the	the	DET
fis-3892	23	2	variation	variation	NOUN
fis-3892	23	3	in	in	ADP
fis-3892	23	4	confinement	confinement	ADJ
fis-3892	23	5	pressure	pressure	NOUN
fis-3892	23	6	under	under	ADP
fis-3892	23	7	eccentric	eccentric	ADJ
fis-3892	23	8	loading	loading	NOUN
fis-3892	23	9	across	across	ADP
fis-3892	23	10	the	the	DET
fis-3892	23	11	section	section	NOUN
fis-3892	23	12	differs	differ	VERB
fis-3892	23	13	from	from	ADP
fis-3892	23	14	stress	stress	NOUN
fis-3892	23	15	state	state	NOUN
fis-3892	23	16	caused	cause	VERB
fis-3892	23	17	by	by	ADP
fis-3892	23	18	concentric	concentric	ADJ
fis-3892	23	19	loading	loading	NOUN
fis-3892	23	20	[	[	X
fis-3892	23	21	9	9	NUM
fis-3892	23	22	-	-	SYM
fis-3892	23	23	12	12	NUM
fis-3892	23	24	]	]	PUNCT
fis-3892	23	25	.	.	PUNCT
fis-3892	24	1	several	several	ADJ
fis-3892	24	2	experimental	experimental	ADJ
fis-3892	24	3	studies	study	NOUN
fis-3892	24	4	have	have	AUX
fis-3892	24	5	been	be	AUX
fis-3892	24	6	carried	carry	VERB
fis-3892	24	7	out	out	ADP
fis-3892	24	8	on	on	ADP
fis-3892	24	9	eccentrically	eccentrically	ADV
fis-3892	24	10	loaded	load	VERB
fis-3892	24	11	frp	frp	PROPN
fis-3892	24	12	confined	confine	VERB
fis-3892	24	13	circular	circular	ADJ
fis-3892	24	14	columns	column	NOUN
fis-3892	24	15	[	[	X
fis-3892	24	16	11	11	NUM
fis-3892	24	17	,	,	PUNCT
fis-3892	24	18	13	13	NUM
fis-3892	24	19	-	-	SYM
fis-3892	24	20	23	23	NUM
fis-3892	24	21	]	]	PUNCT
fis-3892	24	22	and	and	CCONJ
fis-3892	24	23	noncircular	noncircular	ADJ
fis-3892	24	24	columns	column	NOUN
fis-3892	24	25	[	[	X
fis-3892	24	26	9	9	NUM
fis-3892	24	27	,	,	PUNCT
fis-3892	24	28	24	24	NUM
fis-3892	24	29	-	-	SYM
fis-3892	24	30	32	32	NUM
fis-3892	24	31	]	]	PUNCT
fis-3892	24	32	,	,	PUNCT
fis-3892	24	33	reveals	reveal	VERB
fis-3892	24	34	that	that	SCONJ
fis-3892	24	35	the	the	DET
fis-3892	24	36	confinement	confinement	ADJ
fis-3892	24	37	effectiveness	effectiveness	NOUN
fis-3892	24	38	of	of	ADP
fis-3892	24	39	circular	circular	ADJ
fis-3892	24	40	rcc	rcc	PROPN
fis-3892	24	41	specimens	specimen	NOUN
fis-3892	24	42	confined	confine	VERB
fis-3892	24	43	with	with	ADP
fis-3892	24	44	frp	frp	PROPN
fis-3892	24	45	declines	decline	NOUN
fis-3892	24	46	with	with	ADP
fis-3892	24	47	increasing	increase	VERB
fis-3892	24	48	load	load	NOUN
fis-3892	24	49	eccentricity	eccentricity	NOUN
fis-3892	24	50	.	.	PUNCT
fis-3892	25	1	however	however	ADV
fis-3892	25	2	,	,	PUNCT
fis-3892	25	3	numerous	numerous	ADJ
fis-3892	25	4	studies	study	NOUN
fis-3892	25	5	have	have	AUX
fis-3892	25	6	argued	argue	VERB
fis-3892	25	7	that	that	SCONJ
fis-3892	25	8	concrete	concrete	NOUN
fis-3892	25	9	's	's	PART
fis-3892	25	10	shear	shear	NOUN
fis-3892	25	11	damage	damage	NOUN
fis-3892	25	12	may	may	AUX
fis-3892	25	13	be	be	AUX
fis-3892	25	14	efficiently	efficiently	ADV
fis-3892	25	15	reduced	reduce	VERB
fis-3892	25	16	by	by	ADP
fis-3892	25	17	confining	confine	VERB
fis-3892	25	18	a	a	DET
fis-3892	25	19	layer	layer	NOUN
fis-3892	25	20	of	of	ADP
fis-3892	25	21	cfrp	cfrp	NOUN
fis-3892	25	22	sheets	sheet	NOUN
fis-3892	25	23	,	,	PUNCT
fis-3892	25	24	which	which	PRON
fis-3892	25	25	also	also	ADV
fis-3892	25	26	changes	change	VERB
fis-3892	25	27	the	the	DET
fis-3892	25	28	column	column	NOUN
fis-3892	25	29	specimen	speciman	NOUN
fis-3892	25	30	's	's	PART
fis-3892	25	31	failure	failure	NOUN
fis-3892	25	32	mode	mode	NOUN
fis-3892	25	33	from	from	ADP
fis-3892	25	34	brittle	brittle	ADJ
fis-3892	25	35	-	-	PUNCT
fis-3892	25	36	shear	shear	NOUN
fis-3892	25	37	to	to	ADP
fis-3892	25	38	ductile	ductile	NOUN
fis-3892	25	39	-	-	PUNCT
fis-3892	25	40	flexural	flexural	NOUN
fis-3892	26	1	[	[	X
fis-3892	26	2	33	33	NUM
fis-3892	26	3	]	]	PUNCT
fis-3892	26	4	.	.	PUNCT
fis-3892	27	1	also	also	ADV
fis-3892	27	2	,	,	PUNCT
fis-3892	27	3	the	the	DET
fis-3892	27	4	test	test	NOUN
fis-3892	27	5	results	result	NOUN
fis-3892	27	6	showed	show	VERB
fis-3892	27	7	that	that	SCONJ
fis-3892	27	8	the	the	DET
fis-3892	27	9	rcc	rcc	PROPN
fis-3892	27	10	's	's	PART
fis-3892	27	11	lateral	lateral	ADJ
fis-3892	27	12	displacement	displacement	NOUN
fis-3892	27	13	was	be	AUX
fis-3892	27	14	significantly	significantly	ADV
fis-3892	27	15	decreased	decrease	VERB
fis-3892	27	16	under	under	ADP
fis-3892	27	17	impact	impact	NOUN
fis-3892	27	18	loading	loading	NOUN
fis-3892	27	19	after	after	ADP
fis-3892	27	20	being	be	AUX
fis-3892	27	21	confined	confine	VERB
fis-3892	27	22	by	by	ADP
fis-3892	27	23	the	the	DET
fis-3892	27	24	cfrp	cfrp	PROPN
fis-3892	28	1	[	[	X
fis-3892	28	2	34	34	NUM
fis-3892	28	3	]	]	PUNCT
fis-3892	28	4	.	.	PUNCT
fis-3892	29	1	while	while	SCONJ
fis-3892	29	2	the	the	DET
fis-3892	29	3	maximum	maximum	ADJ
fis-3892	29	4	displacement	displacement	NOUN
fis-3892	29	5	only	only	ADV
fis-3892	29	6	slightly	slightly	ADV
fis-3892	29	7	increases	increase	NOUN
fis-3892	29	8	,	,	PUNCT
fis-3892	29	9	the	the	DET
fis-3892	29	10	load	load	NOUN
fis-3892	29	11	carrying	carry	VERB
fis-3892	29	12	capacity	capacity	NOUN
fis-3892	29	13	dramatically	dramatically	ADV
fis-3892	29	14	increases	increase	VERB
fis-3892	29	15	as	as	SCONJ
fis-3892	29	16	the	the	DET
fis-3892	29	17	number	number	NOUN
fis-3892	29	18	of	of	ADP
fis-3892	29	19	cfrp	cfrp	PROPN
fis-3892	29	20	sheet	sheet	NOUN
fis-3892	29	21	layers	layer	NOUN
fis-3892	29	22	increases	increase	VERB
fis-3892	29	23	[	[	X
fis-3892	29	24	35	35	NUM
fis-3892	29	25	]	]	PUNCT
fis-3892	29	26	.	.	PUNCT
fis-3892	30	1	the	the	DET
fis-3892	30	2	three	three	NUM
fis-3892	30	3	-	-	PUNCT
fis-3892	30	4	dimensional	dimensional	ADJ
fis-3892	30	5	non	non	ADJ
fis-3892	30	6	-	-	ADJ
fis-3892	30	7	linear	linear	ADJ
fis-3892	30	8	fe	fe	NOUN
fis-3892	30	9	method	method	NOUN
fis-3892	30	10	based	base	VERB
fis-3892	30	11	on	on	ADP
fis-3892	30	12	cdp	cdp	PROPN
fis-3892	30	13	was	be	AUX
fis-3892	30	14	used	use	VERB
fis-3892	30	15	to	to	PART
fis-3892	30	16	overcome	overcome	VERB
fis-3892	30	17	the	the	DET
fis-3892	30	18	experimental	experimental	ADJ
fis-3892	30	19	laboratory	laboratory	NOUN
fis-3892	30	20	obstacles	obstacle	NOUN
fis-3892	30	21	as	as	SCONJ
fis-3892	30	22	noted	note	VERB
fis-3892	30	23	previously	previously	ADV
fis-3892	30	24	[	[	X
fis-3892	30	25	36	36	NUM
fis-3892	30	26	]	]	PUNCT
fis-3892	30	27	.	.	PUNCT
fis-3892	31	1	this	this	DET
fis-3892	31	2	fe	fe	NOUN
fis-3892	31	3	models	model	NOUN
fis-3892	31	4	shows	show	VERB
fis-3892	31	5	accurate	accurate	ADJ
fis-3892	31	6	and	and	CCONJ
fis-3892	31	7	reasonable	reasonable	ADJ
fis-3892	31	8	method	method	NOUN
fis-3892	31	9	in	in	ADP
fis-3892	31	10	modeling	modeling	NOUN
fis-3892	31	11	of	of	ADP
fis-3892	31	12	confined	confine	VERB
fis-3892	31	13	concrete	concrete	NOUN
fis-3892	31	14	under	under	ADP
fis-3892	31	15	non	non	ADJ
fis-3892	31	16	-	-	ADJ
fis-3892	31	17	uniform	uniform	ADJ
fis-3892	31	18	frp	frp	PROPN
fis-3892	31	19	pressure	pressure	NOUN
fis-3892	31	20	as	as	SCONJ
fis-3892	31	21	compared	compare	VERB
fis-3892	31	22	to	to	ADP
fis-3892	31	23	others	other	NOUN
fis-3892	31	24	fe	fe	PROPN
fis-3892	31	25	models	model	NOUN
fis-3892	31	26	(	(	PUNCT
fis-3892	31	27	e.g.	e.g.	ADV
fis-3892	31	28	,	,	PUNCT
fis-3892	31	29	[	[	X
fis-3892	31	30	37,38	37,38	NOUN
fis-3892	31	31	]	]	PUNCT
fis-3892	31	32	)	)	PUNCT
fis-3892	31	33	due	due	ADP
fis-3892	31	34	to	to	ADP
fis-3892	31	35	improved	improve	VERB
fis-3892	31	36	constitutive	constitutive	ADJ
fis-3892	31	37	model	model	NOUN
fis-3892	31	38	of	of	ADP
fis-3892	31	39	cdp	cdp	PROPN
fis-3892	31	40	.	.	PUNCT
fis-3892	32	1	this	this	DET
fis-3892	32	2	improved	improved	ADJ
fis-3892	32	3	model	model	NOUN
fis-3892	32	4	[	[	X
fis-3892	32	5	36	36	NUM
fis-3892	32	6	-	-	SYM
fis-3892	32	7	37	37	NUM
fis-3892	32	8	]	]	PUNCT
fis-3892	32	9	implemented	implement	VERB
fis-3892	32	10	successfully	successfully	ADV
fis-3892	32	11	in	in	ADP
fis-3892	32	12	abaqus	abaqus	NOUN
fis-3892	32	13	for	for	ADP
fis-3892	32	14	fe	fe	NOUN
fis-3892	32	15	analysis	analysis	NOUN
fis-3892	32	16	of	of	ADP
fis-3892	32	17	circular	circular	ADJ
fis-3892	32	18	and	and	CCONJ
fis-3892	32	19	square	square	ADJ
fis-3892	32	20	frp	frp	PROPN
fis-3892	32	21	-	-	PUNCT
fis-3892	32	22	confined	confine	VERB
fis-3892	32	23	concrete	concrete	ADJ
fis-3892	32	24	columns	column	NOUN
fis-3892	32	25	,	,	PUNCT
fis-3892	32	26	also	also	ADV
fis-3892	32	27	composite	composite	ADJ
fis-3892	32	28	steel	steel	NOUN
fis-3892	32	29	columns	column	NOUN
fis-3892	32	30	confined	confine	VERB
fis-3892	32	31	by	by	ADP
fis-3892	32	32	frp	frp	PROPN
fis-3892	32	33	under	under	ADP
fis-3892	32	34	concentric	concentric	ADJ
fis-3892	32	35	loading	loading	NOUN
fis-3892	32	36	[	[	X
fis-3892	32	37	39	39	NUM
fis-3892	32	38	]	]	PUNCT
fis-3892	32	39	.	.	PUNCT
fis-3892	33	1	other	other	ADJ
fis-3892	33	2	researchers	researcher	NOUN
fis-3892	33	3	utilized	utilize	VERB
fis-3892	33	4	this	this	DET
fis-3892	33	5	model	model	NOUN
fis-3892	33	6	(	(	PUNCT
fis-3892	33	7	e.g.	e.g.	ADV
fis-3892	33	8	,	,	PUNCT
fis-3892	33	9	[	[	X
fis-3892	33	10	40	40	NUM
fis-3892	33	11	-	-	SYM
fis-3892	33	12	42	42	NUM
fis-3892	33	13	]	]	PUNCT
fis-3892	33	14	)	)	PUNCT
fis-3892	33	15	due	due	ADP
fis-3892	33	16	to	to	ADP
fis-3892	33	17	the	the	DET
fis-3892	33	18	ability	ability	NOUN
fis-3892	33	19	of	of	ADP
fis-3892	33	20	providing	provide	VERB
fis-3892	33	21	reasonable	reasonable	ADJ
fis-3892	33	22	stress	stress	NOUN
fis-3892	33	23	-	-	PUNCT
fis-3892	33	24	strain	strain	NOUN
fis-3892	33	25	responses	response	NOUN
fis-3892	33	26	for	for	ADP
fis-3892	33	27	frp	frp	NOUN
fis-3892	33	28	-	-	PUNCT
fis-3892	33	29	confined	confine	VERB
fis-3892	33	30	concrete	concrete	NOUN
fis-3892	33	31	under	under	ADP
fis-3892	33	32	both	both	CCONJ
fis-3892	33	33	uniform	uniform	ADJ
fis-3892	33	34	and	and	CCONJ
fis-3892	33	35	non	non	ADJ
fis-3892	33	36	-	-	ADJ
fis-3892	33	37	uniform	uniform	ADJ
fis-3892	33	38	confinement	confinement	NOUN
fis-3892	33	39	.	.	PUNCT
fis-3892	34	1	in	in	ADP
fis-3892	34	2	general	general	ADJ
fis-3892	34	3	,	,	PUNCT
fis-3892	34	4	limited	limited	ADJ
fis-3892	34	5	available	available	ADJ
fis-3892	34	6	tests	test	NOUN
fis-3892	34	7	in	in	ADP
fis-3892	34	8	open	open	ADJ
fis-3892	34	9	literature	literature	NOUN
fis-3892	34	10	on	on	ADP
fis-3892	34	11	eccentrically	eccentrically	ADV
fis-3892	34	12	loaded	load	VERB
fis-3892	34	13	circular	circular	ADJ
fis-3892	34	14	short	short	ADJ
fis-3892	34	15	rcc	rcc	PROPN
fis-3892	34	16	confined	confine	VERB
fis-3892	34	17	with	with	ADP
fis-3892	34	18	cfrp	cfrp	NOUN
fis-3892	34	19	.	.	PUNCT
fis-3892	35	1	it	it	PRON
fis-3892	35	2	is	be	AUX
fis-3892	35	3	necessary	necessary	ADJ
fis-3892	35	4	to	to	PART
fis-3892	35	5	understand	understand	VERB
fis-3892	35	6	the	the	DET
fis-3892	35	7	effect	effect	NOUN
fis-3892	35	8	of	of	ADP
fis-3892	35	9	confinement	confinement	ADJ
fis-3892	35	10	efficiency	efficiency	NOUN
fis-3892	35	11	and	and	CCONJ
fis-3892	35	12	column	column	NOUN
fis-3892	35	13	section	section	NOUN
fis-3892	35	14	under	under	ADP
fis-3892	35	15	eccentric	eccentric	ADJ
fis-3892	35	16	loading	loading	NOUN
fis-3892	35	17	.	.	PUNCT
fis-3892	36	1	the	the	DET
fis-3892	36	2	aim	aim	NOUN
fis-3892	36	3	of	of	ADP
fis-3892	36	4	this	this	DET
fis-3892	36	5	work	work	NOUN
fis-3892	36	6	is	be	AUX
fis-3892	36	7	to	to	PART
fis-3892	36	8	investigate	investigate	VERB
fis-3892	36	9	by	by	ADP
fis-3892	36	10	improved	improved	ADJ
fis-3892	36	11	cdp	cdp	PROPN
fis-3892	36	12	finite	finite	PROPN
fis-3892	36	13	element	element	PROPN
fis-3892	36	14	analysis	analysis	NOUN
fis-3892	36	15	the	the	DET
fis-3892	36	16	axial	axial	ADJ
fis-3892	36	17	load	load	NOUN
fis-3892	36	18	capacity	capacity	NOUN
fis-3892	36	19	degradations	degradation	NOUN
fis-3892	36	20	of	of	ADP
fis-3892	36	21	cfrp	cfrp	NOUN
fis-3892	36	22	-	-	PUNCT
fis-3892	36	23	confined	confine	VERB
fis-3892	36	24	circular	circular	ADJ
fis-3892	36	25	short	short	ADJ
fis-3892	36	26	concrete	concrete	NOUN
fis-3892	36	27	with	with	ADP
fis-3892	36	28	different	different	ADJ
fis-3892	36	29	load	load	NOUN
fis-3892	36	30	eccentricity	eccentricity	NOUN
fis-3892	36	31	and	and	CCONJ
fis-3892	36	32	confinement	confinement	ADJ
fis-3892	36	33	ratio	ratio	NOUN
fis-3892	36	34	.	.	PUNCT
fis-3892	37	1	the	the	DET
fis-3892	37	2	accuracy	accuracy	NOUN
fis-3892	37	3	of	of	ADP
fis-3892	37	4	numerical	numerical	ADJ
fis-3892	37	5	results	result	NOUN
fis-3892	37	6	of	of	ADP
fis-3892	37	7	proposed	propose	VERB
fis-3892	37	8	fe	fe	NOUN
fis-3892	37	9	approach	approach	NOUN
fis-3892	37	10	will	will	AUX
fis-3892	37	11	be	be	AUX
fis-3892	37	12	verified	verify	VERB
fis-3892	37	13	by	by	ADP
fis-3892	37	14	comparing	compare	VERB
fis-3892	37	15	with	with	ADP
fis-3892	37	16	available	available	ADJ
fis-3892	37	17	experimental	experimental	ADJ
fis-3892	37	18	test	test	NOUN
fis-3892	37	19	results	result	NOUN
fis-3892	37	20	in	in	ADP
fis-3892	37	21	literature	literature	NOUN
fis-3892	37	22	[	[	X
fis-3892	37	23	43	43	NUM
fis-3892	37	24	]	]	PUNCT
fis-3892	37	25	.	.	PUNCT
fis-3892	38	1	outline	outline	NOUN
fis-3892	38	2	of	of	ADP
fis-3892	38	3	experimental	experimental	ADJ
fis-3892	38	4	program	program	NOUN
fis-3892	38	5	n	n	ADP
fis-3892	38	6	this	this	DET
fis-3892	38	7	paper	paper	NOUN
fis-3892	38	8	a	a	DET
fis-3892	38	9	brief	brief	ADJ
fis-3892	38	10	outline	outline	NOUN
fis-3892	38	11	is	be	AUX
fis-3892	38	12	discussed	discuss	VERB
fis-3892	38	13	of	of	ADP
fis-3892	38	14	experimental	experimental	ADJ
fis-3892	38	15	work	work	NOUN
fis-3892	38	16	presented	present	VERB
fis-3892	38	17	by	by	ADP
fis-3892	38	18	kaiss	kaiss	PROPN
fis-3892	38	19	et	et	PROPN
fis-3892	38	20	al	al	PROPN
fis-3892	38	21	.	.	PUNCT
fis-3892	39	1	[	[	X
fis-3892	39	2	43	43	NUM
fis-3892	39	3	]	]	PUNCT
fis-3892	39	4	,	,	PUNCT
fis-3892	39	5	was	be	AUX
fis-3892	39	6	used	use	VERB
fis-3892	39	7	in	in	ADP
fis-3892	39	8	this	this	DET
fis-3892	39	9	investigations	investigation	NOUN
fis-3892	39	10	to	to	PART
fis-3892	39	11	calibrate	calibrate	VERB
fis-3892	39	12	numerical	numerical	ADJ
fis-3892	39	13	results	result	NOUN
fis-3892	39	14	and	and	CCONJ
fis-3892	39	15	validate	validate	VERB
fis-3892	39	16	its	its	PRON
fis-3892	39	17	application	application	NOUN
fis-3892	39	18	.	.	PUNCT
fis-3892	40	1	the	the	DET
fis-3892	40	2	details	detail	NOUN
fis-3892	40	3	of	of	ADP
fis-3892	40	4	chosen	choose	VERB
fis-3892	40	5	column	column	NOUN
fis-3892	40	6	specimens	specimen	NOUN
fis-3892	40	7	from	from	ADP
fis-3892	40	8	the	the	DET
fis-3892	40	9	experimental	experimental	ADJ
fis-3892	40	10	test	test	NOUN
fis-3892	40	11	conducted	conduct	VERB
fis-3892	40	12	by	by	ADP
fis-3892	40	13	kaiss	kaiss	ADJ
fis-3892	40	14	et	et	PROPN
fis-3892	40	15	al	al	PROPN
fis-3892	40	16	.	.	PUNCT
fis-3892	41	1	[	[	X
fis-3892	41	2	43	43	NUM
fis-3892	41	3	]	]	PUNCT
fis-3892	41	4	shown	show	VERB
fis-3892	41	5	in	in	ADP
fis-3892	41	6	fig	fig	NOUN
fis-3892	41	7	.	.	PUNCT
fis-3892	42	1	1	1	X
fis-3892	42	2	.	.	PUNCT
fis-3892	43	1	the	the	DET
fis-3892	43	2	schemes	scheme	NOUN
fis-3892	43	3	of	of	ADP
fis-3892	43	4	strengthening	strengthening	NOUN
fis-3892	43	5	were	be	AUX
fis-3892	43	6	chosen	choose	VERB
fis-3892	43	7	according	accord	VERB
fis-3892	43	8	to	to	ADP
fis-3892	43	9	volumetric	volumetric	ADJ
fis-3892	43	10	ratio	ratio	NOUN
fis-3892	43	11	of	of	ADP
fis-3892	43	12	transverse	transverse	NOUN
fis-3892	43	13	cfrp	cfrp	NOUN
fis-3892	43	14	ties	tie	NOUN
fis-3892	43	15	(	(	PUNCT
fis-3892	43	16	cfrp	cfrp	PROPN
fis-3892	44	1	ratio=0	ratio=0	PROPN
fis-3892	45	1	%	%	NOUN
fis-3892	45	2	,	,	PUNCT
fis-3892	45	3	25	25	NUM
fis-3892	45	4	%	%	NOUN
fis-3892	45	5	,	,	PUNCT
fis-3892	45	6	50	50	NUM
fis-3892	45	7	%	%	NOUN
fis-3892	45	8	and	and	CCONJ
fis-3892	45	9	100	100	NUM
fis-3892	45	10	%	%	NOUN
fis-3892	45	11	)	)	PUNCT
fis-3892	45	12	as	as	SCONJ
fis-3892	45	13	shown	show	VERB
fis-3892	45	14	in	in	ADP
fis-3892	45	15	fig	fig	NOUN
fis-3892	45	16	.	.	PUNCT
fis-3892	46	1	2	2	X
fis-3892	46	2	.	.	PUNCT
fis-3892	46	3	the	the	DET
fis-3892	46	4	details	detail	NOUN
fis-3892	46	5	of	of	ADP
fis-3892	46	6	mechanical	mechanical	ADJ
fis-3892	46	7	properties	property	NOUN
fis-3892	46	8	for	for	ADP
fis-3892	46	9	the	the	DET
fis-3892	46	10	columns	column	NOUN
fis-3892	46	11	specimens	specimen	NOUN
fis-3892	46	12	are	be	AUX
fis-3892	46	13	given	give	VERB
fis-3892	46	14	in	in	ADP
fis-3892	46	15	tab	tab	NOUN
fis-3892	46	16	.	.	PROPN
fis-3892	46	17	1	1	NUM
fis-3892	46	18	to	to	ADP
fis-3892	46	19	tab	tab	VERB
fis-3892	46	20	.	.	PUNCT
fis-3892	47	1	3	3	X
fis-3892	47	2	.	.	X
fis-3892	47	3	figure	figure	NOUN
fis-3892	47	4	1	1	NUM
fis-3892	47	5	:	:	PUNCT
fis-3892	47	6	details	detail	NOUN
fis-3892	47	7	of	of	ADP
fis-3892	47	8	column	column	NOUN
fis-3892	47	9	specimens	specimen	VERB
fis-3892	48	1	[	[	X
fis-3892	48	2	43	43	NUM
fis-3892	48	3	]	]	X
fis-3892	48	4	i	i	PRON
fis-3892	48	5	i.	i.	PROPN
fis-3892	48	6	harba	harba	PROPN
fis-3892	48	7	et	et	PROPN
fis-3892	48	8	alii	alii	PROPN
fis-3892	48	9	,	,	PUNCT
fis-3892	48	10	frattura	frattura	PROPN
fis-3892	48	11	ed	ed	PROPN
fis-3892	48	12	integrità	integrità	PROPN
fis-3892	48	13	strutturale	strutturale	PROPN
fis-3892	48	14	,	,	PUNCT
fis-3892	48	15	63	63	NUM
fis-3892	48	16	(	(	PUNCT
fis-3892	48	17	2023	2023	NUM
fis-3892	48	18	)	)	PUNCT
fis-3892	48	19	190	190	NUM
fis-3892	48	20	-	-	SYM
fis-3892	48	21	205	205	NUM
fis-3892	48	22	;	;	PUNCT
fis-3892	48	23	doi	doi	NOUN
fis-3892	48	24	:	:	PUNCT
fis-3892	48	25	10.3221	10.3221	NUM
fis-3892	48	26	/	/	SYM
fis-3892	48	27	igf	igf	PROPN
fis-3892	48	28	-	-	PROPN
fis-3892	48	29	esis.63.16	esis.63.16	PROPN
fis-3892	48	30	192	192	NUM
fis-3892	48	31	figure	figure	NOUN
fis-3892	48	32	2	2	NUM
fis-3892	48	33	:	:	PUNCT
fis-3892	48	34	schemes	scheme	NOUN
fis-3892	48	35	of	of	ADP
fis-3892	48	36	cfrp	cfrp	PROPN
fis-3892	48	37	confinement	confinement	NOUN
fis-3892	48	38	[	[	X
fis-3892	48	39	43	43	NUM
fis-3892	48	40	]	]	PUNCT
fis-3892	48	41	.	.	PUNCT
fis-3892	49	1	areal	areal	VERB
fis-3892	49	2	weight	weight	NOUN
fis-3892	49	3	300g	300g	PROPN
fis-3892	49	4	/	/	SYM
fis-3892	49	5	m2	m2	PROPN
fis-3892	49	6	±	±	PROPN
fis-3892	49	7	15	15	NUM
fis-3892	49	8	g	g	NOUN
fis-3892	49	9	/	/	SYM
fis-3892	49	10	m2	m2	PROPN
fis-3892	49	11	cfrp	cfrp	PROPN
fis-3892	49	12	thickness	thickness	NOUN
fis-3892	49	13	(	(	PUNCT
fis-3892	49	14	tf	tf	PROPN
fis-3892	49	15	)	)	PUNCT
fis-3892	49	16	0.166	0.166	NUM
fis-3892	49	17	mm	mm	PROPN
fis-3892	49	18	tensile	tensile	NOUN
fis-3892	49	19	modulus	modulus	NOUN
fis-3892	49	20	of	of	ADP
fis-3892	49	21	elasticity	elasticity	NOUN
fis-3892	49	22	230	230	NUM
fis-3892	49	23	000	000	NUM
fis-3892	49	24	n	n	CCONJ
fis-3892	49	25	/	/	SYM
fis-3892	49	26	mm2	mm2	NOUN
fis-3892	49	27	tensile	tensile	NOUN
fis-3892	49	28	strength	strength	NOUN
fis-3892	49	29	3900	3900	NUM
fis-3892	49	30	n	n	CCONJ
fis-3892	49	31	/	/	SYM
fis-3892	49	32	mm2	mm2	NOUN
fis-3892	49	33	elongation	elongation	NOUN
fis-3892	49	34	at	at	ADP
fis-3892	49	35	break	break	NOUN
fis-3892	49	36	1.5	1.5	NUM
fis-3892	49	37	%	%	NOUN
fis-3892	49	38	(	(	PUNCT
fis-3892	49	39	nominal	nominal	ADJ
fis-3892	49	40	)	)	PUNCT
fis-3892	49	41	table	table	NOUN
fis-3892	49	42	1	1	NUM
fis-3892	49	43	:	:	PUNCT
fis-3892	49	44	mechanical	mechanical	ADJ
fis-3892	49	45	properties	property	NOUN
fis-3892	49	46	of	of	ADP
fis-3892	49	47	cfrp	cfrp	PROPN
fis-3892	49	48	(	(	PUNCT
fis-3892	49	49	sika	sika	PROPN
fis-3892	49	50	wrap	wrap	PROPN
fis-3892	49	51	®	®	PROPN
fis-3892	49	52	-300c	-300c	PROPN
fis-3892	49	53	)	)	PUNCT
fis-3892	50	1	[	[	X
fis-3892	50	2	43	43	NUM
fis-3892	50	3	]	]	PUNCT
fis-3892	50	4	.	.	PUNCT
fis-3892	51	1	nominal	nominal	ADJ
fis-3892	51	2	diameter	diameter	NOUN
fis-3892	51	3	(	(	PUNCT
fis-3892	51	4	mm	mm	NOUN
fis-3892	51	5	)	)	PUNCT
fis-3892	51	6	measured	measure	VERB
fis-3892	51	7	diameter	diameter	NOUN
fis-3892	51	8	(	(	PUNCT
fis-3892	51	9	mm	mm	NOUN
fis-3892	51	10	)	)	PUNCT
fis-3892	51	11	yield	yield	NOUN
fis-3892	51	12	strength	strength	NOUN
fis-3892	51	13	(	(	PUNCT
fis-3892	51	14	mpa	mpa	PROPN
fis-3892	51	15	)	)	PUNCT
fis-3892	51	16	ultimate	ultimate	ADJ
fis-3892	51	17	tensile	tensile	NOUN
fis-3892	51	18	strength	strength	NOUN
fis-3892	51	19	(	(	PUNCT
fis-3892	51	20	mpa	mpa	NOUN
fis-3892	51	21	)	)	PUNCT
fis-3892	51	22	elongation	elongation	NOUN
fis-3892	51	23	%	%	NOUN
fis-3892	51	24	4	4	NUM
fis-3892	51	25	4.3	4.3	NUM
fis-3892	51	26	717	717	NUM
fis-3892	51	27	751	751	NUM
fis-3892	51	28	9.11	9.11	NUM
fis-3892	51	29	6	6	NUM
fis-3892	51	30	5.98	5.98	NUM
fis-3892	51	31	513	513	NUM
fis-3892	51	32	543	543	NUM
fis-3892	51	33	11.66	11.66	NUM
fis-3892	51	34	table	table	NOUN
fis-3892	51	35	2	2	NUM
fis-3892	51	36	:	:	PUNCT
fis-3892	51	37	mechanical	mechanical	ADJ
fis-3892	51	38	properties	property	NOUN
fis-3892	51	39	of	of	ADP
fis-3892	51	40	steel	steel	NOUN
fis-3892	51	41	reinforcement	reinforcement	NOUN
fis-3892	51	42	[	[	X
fis-3892	51	43	43	43	NUM
fis-3892	51	44	]	]	PUNCT
fis-3892	51	45	.	.	PUNCT
fis-3892	52	1	ƒc	ƒc	X
fis-3892	52	2	'	'	PUNCT
fis-3892	52	3	(	(	PUNCT
fis-3892	52	4	mpa	mpa	PROPN
fis-3892	52	5	)	)	PUNCT
fis-3892	52	6	ƒcu	ƒcu	NOUN
fis-3892	52	7	(	(	PUNCT
fis-3892	52	8	mpa	mpa	NOUN
fis-3892	52	9	)	)	PUNCT
fis-3892	52	10	splitting	split	VERB
fis-3892	52	11	tensile	tensile	NOUN
fis-3892	52	12	strength	strength	NOUN
fis-3892	52	13	(	(	PUNCT
fis-3892	52	14	mpa	mpa	PROPN
fis-3892	52	15	)	)	PUNCT
fis-3892	52	16	modulus	modulus	NOUN
fis-3892	52	17	of	of	ADP
fis-3892	52	18	rupture	rupture	NOUN
fis-3892	52	19	(	(	PUNCT
fis-3892	52	20	mpa	mpa	NOUN
fis-3892	52	21	)	)	PUNCT
fis-3892	52	22	modulus	modulus	NOUN
fis-3892	52	23	of	of	ADP
fis-3892	52	24	elasticity	elasticity	NOUN
fis-3892	52	25	(	(	PUNCT
fis-3892	52	26	mpa	mpa	PROPN
fis-3892	52	27	)	)	PUNCT
fis-3892	52	28	30.12	30.12	NUM
fis-3892	52	29	36.25	36.25	NUM
fis-3892	52	30	2.9	2.9	NUM
fis-3892	52	31	4	4	NUM
fis-3892	52	32	28000	28000	NUM
fis-3892	52	33	table	table	NOUN
fis-3892	52	34	3	3	NUM
fis-3892	52	35	:	:	PUNCT
fis-3892	52	36	mechanical	mechanical	ADJ
fis-3892	52	37	properties	property	NOUN
fis-3892	52	38	for	for	ADP
fis-3892	52	39	concrete	concrete	ADJ
fis-3892	52	40	[	[	X
fis-3892	52	41	43	43	NUM
fis-3892	52	42	]	]	PUNCT
fis-3892	52	43	.	.	PUNCT
fis-3892	53	1	method	method	NOUN
fis-3892	53	2	and	and	CCONJ
fis-3892	53	3	material	material	NOUN
fis-3892	53	4	modeling	modeling	NOUN
fis-3892	53	5	n	n	CCONJ
fis-3892	53	6	this	this	DET
fis-3892	53	7	research	research	NOUN
fis-3892	53	8	numerical	numerical	ADJ
fis-3892	53	9	analysis	analysis	NOUN
fis-3892	53	10	was	be	AUX
fis-3892	53	11	conducted	conduct	VERB
fis-3892	53	12	based	base	VERB
fis-3892	53	13	on	on	ADP
fis-3892	53	14	the	the	DET
fis-3892	53	15	fe	fe	X
fis-3892	53	16	abaqus	abaqus	PROPN
fis-3892	53	17	software	software	NOUN
fis-3892	54	1	[	[	X
fis-3892	54	2	44	44	NUM
fis-3892	54	3	]	]	PUNCT
fis-3892	54	4	.	.	PUNCT
fis-3892	55	1	concrete	concrete	NOUN
fis-3892	55	2	is	be	AUX
fis-3892	55	3	modelled	model	VERB
fis-3892	55	4	with	with	ADP
fis-3892	55	5	solid	solid	ADJ
fis-3892	55	6	elements	element	NOUN
fis-3892	55	7	(	(	PUNCT
fis-3892	55	8	c3d4r	c3d4r	NUM
fis-3892	55	9	)	)	PUNCT
fis-3892	55	10	and	and	CCONJ
fis-3892	55	11	reinforcement	reinforcement	NOUN
fis-3892	55	12	is	be	AUX
fis-3892	55	13	modelled	model	VERB
fis-3892	55	14	using	use	VERB
fis-3892	55	15	truss	truss	ADJ
fis-3892	55	16	elements	element	NOUN
fis-3892	55	17	(	(	PUNCT
fis-3892	55	18	t3d2	t3d2	ADP
fis-3892	55	19	)	)	PUNCT
fis-3892	55	20	that	that	PRON
fis-3892	55	21	are	be	AUX
fis-3892	55	22	embedded	embed	VERB
fis-3892	55	23	in	in	ADP
fis-3892	55	24	concrete	concrete	NOUN
fis-3892	55	25	i	i	PRON
fis-3892	55	26	i.	i.	PROPN
fis-3892	55	27	harba	harba	PROPN
fis-3892	55	28	et	et	PROPN
fis-3892	55	29	alii	alii	PROPN
fis-3892	55	30	,	,	PUNCT
fis-3892	55	31	frattura	frattura	PROPN
fis-3892	55	32	ed	ed	PROPN
fis-3892	55	33	integrità	integrità	PROPN
fis-3892	55	34	strutturale	strutturale	PROPN
fis-3892	55	35	,	,	PUNCT
fis-3892	55	36	63	63	NUM
fis-3892	55	37	(	(	PUNCT
fis-3892	55	38	2023	2023	NUM
fis-3892	55	39	)	)	PUNCT
fis-3892	55	40	190	190	NUM
fis-3892	55	41	-	-	SYM
fis-3892	55	42	205	205	NUM
fis-3892	55	43	;	;	PUNCT
fis-3892	55	44	doi	doi	NOUN
fis-3892	55	45	:	:	PUNCT
fis-3892	55	46	10.3221	10.3221	NUM
fis-3892	55	47	/	/	SYM
fis-3892	55	48	igf	igf	PROPN
fis-3892	55	49	-	-	PROPN
fis-3892	55	50	esis.63.16	esis.63.16	PROPN
fis-3892	55	51	193	193	NUM
fis-3892	55	52	solid	solid	ADJ
fis-3892	55	53	elements	element	NOUN
fis-3892	55	54	as	as	SCONJ
fis-3892	55	55	shown	show	VERB
fis-3892	55	56	in	in	ADP
fis-3892	55	57	fig	fig	NOUN
fis-3892	55	58	.	.	PUNCT
fis-3892	56	1	3	3	X
fis-3892	56	2	.	.	X
fis-3892	56	3	the	the	DET
fis-3892	56	4	full	full	ADJ
fis-3892	56	5	bond	bond	NOUN
fis-3892	56	6	constraint	constraint	NOUN
fis-3892	56	7	was	be	AUX
fis-3892	56	8	used	use	VERB
fis-3892	56	9	to	to	PART
fis-3892	56	10	simulate	simulate	VERB
fis-3892	56	11	the	the	DET
fis-3892	56	12	interaction	interaction	NOUN
fis-3892	56	13	between	between	ADP
fis-3892	56	14	reinforcing	reinforce	VERB
fis-3892	56	15	steel	steel	NOUN
fis-3892	56	16	and	and	CCONJ
fis-3892	56	17	concrete	concrete	NOUN
fis-3892	56	18	.	.	PUNCT
fis-3892	57	1	the	the	DET
fis-3892	57	2	model	model	NOUN
fis-3892	57	3	of	of	ADP
fis-3892	57	4	concrete	concrete	NOUN
fis-3892	57	5	-	-	PUNCT
fis-3892	57	6	damaged	damage	VERB
fis-3892	57	7	plasticity	plasticity	NOUN
fis-3892	57	8	was	be	AUX
fis-3892	57	9	chosen	choose	VERB
fis-3892	57	10	.	.	PUNCT
fis-3892	58	1	both	both	DET
fis-3892	58	2	isotropic	isotropic	ADJ
fis-3892	58	3	damage	damage	NOUN
fis-3892	58	4	and	and	CCONJ
fis-3892	58	5	degradation	degradation	NOUN
fis-3892	58	6	of	of	ADP
fis-3892	58	7	the	the	DET
fis-3892	58	8	elastic	elastic	ADJ
fis-3892	58	9	stiffness	stiffness	NOUN
fis-3892	58	10	are	be	AUX
fis-3892	58	11	represented	represent	VERB
fis-3892	58	12	by	by	ADP
fis-3892	58	13	the	the	DET
fis-3892	58	14	scalar	scalar	ADJ
fis-3892	58	15	degradation	degradation	NOUN
fis-3892	58	16	damage	damage	NOUN
fis-3892	58	17	parameter	parameter	NOUN
fis-3892	58	18	0	0	NUM
fis-3892	58	19	≤	≤	NUM
fis-3892	59	1	d	d	ADP
fis-3892	59	2	<	<	X
fis-3892	59	3	1	1	NUM
fis-3892	59	4	to	to	PART
fis-3892	59	5	represent	represent	VERB
fis-3892	59	6	isotropic	isotropic	ADJ
fis-3892	59	7	damage	damage	NOUN
fis-3892	59	8	and	and	CCONJ
fis-3892	59	9	elastic	elastic	ADJ
fis-3892	59	10	stiffness	stiffness	NOUN
fis-3892	59	11	degradation	degradation	NOUN
fis-3892	59	12	lee	lee	PROPN
fis-3892	59	13	and	and	CCONJ
fis-3892	59	14	fenves	fenve	NOUN
fis-3892	60	1	[	[	X
fis-3892	60	2	45	45	NUM
fis-3892	60	3	]	]	PUNCT
fis-3892	60	4	as	as	ADP
fis-3892	60	5	eq	eq	PROPN
fis-3892	60	6	.	.	PUNCT
fis-3892	61	1	(	(	PUNCT
fis-3892	61	2	1	1	NUM
fis-3892	61	3	):	):	PUNCT
fis-3892	61	4	σ	σ	NOUN
fis-3892	61	5	=	=	SYM
fis-3892	61	6	(	(	PUNCT
fis-3892	61	7	1−	1−	NUM
fis-3892	61	8	d	d	NOUN
fis-3892	61	9	)	)	PUNCT
fis-3892	61	10	e0	e0	PROPN
fis-3892	61	11	:	:	PUNCT
fis-3892	61	12	(	(	PUNCT
fis-3892	61	13	ε	ε	PROPN
fis-3892	61	14	−	−	PROPN
fis-3892	61	15	εpl	εpl	PROPN
fis-3892	61	16	)	)	PUNCT
fis-3892	61	17	(	(	PUNCT
fis-3892	61	18	1	1	X
fis-3892	61	19	)	)	PUNCT
fis-3892	61	20	where	where	SCONJ
fis-3892	61	21	e0	e0	PROPN
fis-3892	61	22	is	be	AUX
fis-3892	61	23	the	the	DET
fis-3892	61	24	initial	initial	ADJ
fis-3892	61	25	elastic	elastic	ADJ
fis-3892	61	26	stiffness	stiffness	NOUN
fis-3892	61	27	,	,	PUNCT
fis-3892	61	28	σ	σ	PROPN
fis-3892	61	29	is	be	AUX
fis-3892	61	30	the	the	DET
fis-3892	61	31	effective	effective	ADJ
fis-3892	61	32	stress	stress	NOUN
fis-3892	61	33	,	,	PUNCT
fis-3892	61	34	ε	ε	PROPN
fis-3892	61	35	is	be	AUX
fis-3892	61	36	the	the	DET
fis-3892	61	37	strain	strain	NOUN
fis-3892	61	38	tensor	tensor	NOUN
fis-3892	61	39	,	,	PUNCT
fis-3892	61	40	and	and	CCONJ
fis-3892	61	41	εpl	εpl	PROPN
fis-3892	61	42	is	be	AUX
fis-3892	61	43	the	the	DET
fis-3892	61	44	plastic	plastic	ADJ
fis-3892	61	45	strain	strain	NOUN
fis-3892	61	46	tensor	tensor	NOUN
fis-3892	61	47	.	.	PUNCT
fis-3892	62	1	more	more	ADV
fis-3892	62	2	significant	significant	ADJ
fis-3892	62	3	damage	damage	NOUN
fis-3892	62	4	results	result	NOUN
fis-3892	62	5	from	from	ADP
fis-3892	62	6	a	a	DET
fis-3892	62	7	bigger	big	ADJ
fis-3892	62	8	d.	d.	NOUN
fis-3892	62	9	when	when	SCONJ
fis-3892	62	10	d	d	PROPN
fis-3892	62	11	is	be	AUX
fis-3892	62	12	0	0	NUM
fis-3892	62	13	,	,	PUNCT
fis-3892	62	14	there	there	PRON
fis-3892	62	15	is	be	VERB
fis-3892	62	16	no	no	DET
fis-3892	62	17	damage	damage	NOUN
fis-3892	62	18	to	to	ADP
fis-3892	62	19	the	the	DET
fis-3892	62	20	concrete	concrete	NOUN
fis-3892	62	21	,	,	PUNCT
fis-3892	62	22	and	and	CCONJ
fis-3892	62	23	the	the	DET
fis-3892	62	24	original	original	ADJ
fis-3892	62	25	elastic	elastic	ADJ
fis-3892	62	26	stiffness	stiffness	NOUN
fis-3892	62	27	is	be	AUX
fis-3892	62	28	maintained	maintain	VERB
fis-3892	62	29	during	during	ADP
fis-3892	62	30	unloading	unloading	NOUN
fis-3892	62	31	.	.	PUNCT
fis-3892	63	1	two	two	NUM
fis-3892	63	2	variables	variable	NOUN
fis-3892	63	3	are	be	AUX
fis-3892	63	4	specified	specify	VERB
fis-3892	63	5	in	in	ADP
fis-3892	63	6	eq	eq	ADP
fis-3892	63	7	.	.	PUNCT
fis-3892	64	1	(	(	PUNCT
fis-3892	64	2	2	2	NUM
fis-3892	64	3	)	)	PUNCT
fis-3892	64	4	to	to	PART
fis-3892	64	5	express	express	VERB
fis-3892	64	6	damage	damage	NOUN
fis-3892	64	7	states	state	NOUN
fis-3892	64	8	in	in	ADP
fis-3892	64	9	tension	tension	NOUN
fis-3892	64	10	and	and	CCONJ
fis-3892	64	11	compression	compression	NOUN
fis-3892	64	12	,	,	PUNCT
fis-3892	64	13	respectively	respectively	ADV
fis-3892	64	14	,	,	PUNCT
fis-3892	64	15	because	because	SCONJ
fis-3892	64	16	tension	tension	NOUN
fis-3892	64	17	and	and	CCONJ
fis-3892	64	18	compression	compression	NOUN
fis-3892	64	19	have	have	VERB
fis-3892	64	20	different	different	ADJ
fis-3892	64	21	reaction	reaction	NOUN
fis-3892	64	22	characteristics	characteristic	NOUN
fis-3892	64	23	:	:	PUNCT
fis-3892	65	1	d	d	X
fis-3892	65	2	=	=	SYM
fis-3892	65	3	1−	1−	NUM
fis-3892	65	4	(	(	PUNCT
fis-3892	65	5	1	1	NUM
fis-3892	65	6	−	−	PROPN
fis-3892	65	7	dt	dt	PROPN
fis-3892	65	8	)	)	PUNCT
fis-3892	65	9	(	(	PUNCT
fis-3892	65	10	1	1	NUM
fis-3892	65	11	−	−	PROPN
fis-3892	65	12	dc	dc	PROPN
fis-3892	65	13	)	)	PUNCT
fis-3892	65	14	(	(	PUNCT
fis-3892	65	15	2	2	X
fis-3892	65	16	)	)	PUNCT
fis-3892	65	17	where	where	SCONJ
fis-3892	65	18	,	,	PUNCT
fis-3892	65	19	respectively	respectively	ADV
fis-3892	65	20	,	,	PUNCT
fis-3892	65	21	0	0	NUM
fis-3892	65	22	≤	≤	NUM
fis-3892	65	23	dt	dt	X
fis-3892	65	24	<	<	X
fis-3892	65	25	1	1	NUM
fis-3892	65	26	and	and	CCONJ
fis-3892	65	27	0	0	NUM
fis-3892	65	28	≤	≤	NUM
fis-3892	65	29	dc	dc	PROPN
fis-3892	65	30	<	<	X
fis-3892	65	31	1	1	NUM
fis-3892	65	32	are	be	AUX
fis-3892	65	33	tensile	tensile	NOUN
fis-3892	65	34	and	and	CCONJ
fis-3892	65	35	compressive	compressive	ADJ
fis-3892	65	36	degradation	degradation	NOUN
fis-3892	65	37	damage	damage	NOUN
fis-3892	65	38	responses	response	NOUN
fis-3892	65	39	.	.	PUNCT
fis-3892	66	1	according	accord	VERB
fis-3892	66	2	to	to	ADP
fis-3892	66	3	this	this	DET
fis-3892	66	4	theory	theory	NOUN
fis-3892	66	5	,	,	PUNCT
fis-3892	66	6	two	two	NUM
fis-3892	66	7	damage	damage	NOUN
fis-3892	66	8	factors	factor	NOUN
fis-3892	66	9	dt	dt	PUNCT
fis-3892	66	10	and	and	CCONJ
fis-3892	66	11	dc	dc	PROPN
fis-3892	66	12	are	be	AUX
fis-3892	66	13	regarded	regard	VERB
fis-3892	66	14	as	as	ADP
fis-3892	66	15	functions	function	NOUN
fis-3892	66	16	of	of	ADP
fis-3892	66	17	the	the	DET
fis-3892	66	18	plastic	plastic	ADJ
fis-3892	66	19	strain	strain	NOUN
fis-3892	66	20	,	,	PUNCT
fis-3892	66	21	temperature	temperature	NOUN
fis-3892	66	22	,	,	PUNCT
fis-3892	66	23	and	and	CCONJ
fis-3892	66	24	field	field	NOUN
fis-3892	66	25	variables	variable	NOUN
fis-3892	66	26	as	as	ADP
fis-3892	66	27	eqs	eqs	PROPN
fis-3892	66	28	.	.	PUNCT
fis-3892	67	1	(	(	PUNCT
fis-3892	67	2	3	3	X
fis-3892	67	3	)	)	PUNCT
fis-3892	67	4	and	and	CCONJ
fis-3892	67	5	(	(	PUNCT
fis-3892	67	6	4	4	NUM
fis-3892	67	7	)	)	PUNCT
fis-3892	67	8	,	,	PUNCT
fis-3892	67	9	are	be	AUX
fis-3892	67	10	used	use	VERB
fis-3892	67	11	to	to	PART
fis-3892	67	12	describe	describe	VERB
fis-3892	67	13	the	the	DET
fis-3892	67	14	deterioration	deterioration	NOUN
fis-3892	67	15	of	of	ADP
fis-3892	67	16	elastic	elastic	ADJ
fis-3892	67	17	stiffness	stiffness	NOUN
fis-3892	67	18	:	:	PUNCT
fis-3892	67	19	dc	dc	PROPN
fis-3892	67	20	=	=	PUNCT
fis-3892	67	21	dc(	dc(	PROPN
fis-3892	67	22	pl	pl	X
fis-3892	67	23	c	c	NOUN
fis-3892	67	24	,	,	PUNCT
fis-3892	67	25	θ	θ	PROPN
fis-3892	67	26	,	,	PUNCT
fis-3892	67	27	fi	fi	NOUN
fis-3892	67	28	)	)	PUNCT
fis-3892	67	29	(	(	PUNCT
fis-3892	67	30	3	3	X
fis-3892	67	31	)	)	PUNCT
fis-3892	68	1	dt	dt	NOUN
fis-3892	69	1	=	=	SYM
fis-3892	69	2	dt(	dt(	PROPN
fis-3892	69	3	pl	pl	PROPN
fis-3892	69	4	t	t	PROPN
fis-3892	69	5	,	,	PUNCT
fis-3892	69	6	θ	θ	PROPN
fis-3892	69	7	,	,	PUNCT
fis-3892	69	8	fi	fi	NOUN
fis-3892	69	9	)	)	PUNCT
fis-3892	69	10	(	(	PUNCT
fis-3892	69	11	4	4	X
fis-3892	69	12	)	)	PUNCT
fis-3892	69	13	where	where	SCONJ
fis-3892	69	14			SCONJ
fis-3892	69	15	pl	pl	PROPN
fis-3892	69	16	c	c	PROPN
fis-3892	69	17	and	and	CCONJ
fis-3892	69	18			ADV
fis-3892	69	19	pl	pl	PROPN
fis-3892	69	20	t	t	PROPN
fis-3892	69	21	are	be	AUX
fis-3892	69	22	the	the	DET
fis-3892	69	23	comparable	comparable	ADJ
fis-3892	69	24	plastic	plastic	NOUN
fis-3892	69	25	strains	strain	NOUN
fis-3892	69	26	,	,	PUNCT
fis-3892	69	27	θ	θ	PROPN
fis-3892	69	28	is	be	AUX
fis-3892	69	29	the	the	DET
fis-3892	69	30	temperature	temperature	NOUN
fis-3892	69	31	,	,	PUNCT
fis-3892	69	32	and	and	CCONJ
fis-3892	69	33	fi	fi	NOUN
fis-3892	69	34	are	be	AUX
fis-3892	69	35	other	other	ADJ
fis-3892	69	36	predetermined	predetermine	VERB
fis-3892	69	37	field	field	NOUN
fis-3892	69	38	variables	variable	NOUN
fis-3892	69	39	.	.	PUNCT
fis-3892	70	1	particularly	particularly	ADV
fis-3892	70	2	,	,	PUNCT
fis-3892	70	3	the	the	DET
fis-3892	70	4	residual	residual	ADJ
fis-3892	70	5	concrete	concrete	ADJ
fis-3892	70	6	compression	compression	NOUN
fis-3892	70	7	strength	strength	NOUN
fis-3892	70	8	,	,	PUNCT
fis-3892	70	9	which	which	PRON
fis-3892	70	10	is	be	AUX
fis-3892	70	11	defined	define	VERB
fis-3892	70	12	as	as	ADP
fis-3892	70	13	the	the	DET
fis-3892	70	14	crushing	crushing	NOUN
fis-3892	70	15	of	of	ADP
fis-3892	70	16	concrete	concrete	NOUN
fis-3892	70	17	,	,	PUNCT
fis-3892	70	18	is	be	AUX
fis-3892	70	19	20	20	NUM
fis-3892	70	20	%	%	NOUN
fis-3892	70	21	of	of	ADP
fis-3892	70	22	compression	compression	NOUN
fis-3892	70	23	strength	strength	NOUN
fis-3892	70	24	when	when	SCONJ
fis-3892	70	25	dc	dc	PROPN
fis-3892	70	26	equals	equal	VERB
fis-3892	70	27	0.9	0.9	NUM
fis-3892	70	28	.	.	PUNCT
fis-3892	71	1	according	accord	VERB
fis-3892	71	2	to	to	ADP
fis-3892	71	3	lubliner	lubliner	PROPN
fis-3892	71	4	et	et	PROPN
fis-3892	71	5	al	al	PROPN
fis-3892	71	6	.	.	PUNCT
fis-3892	72	1	[	[	X
fis-3892	72	2	46	46	NUM
fis-3892	72	3	]	]	PUNCT
fis-3892	72	4	as	as	ADP
fis-3892	72	5	eqs	eqs	PROPN
fis-3892	72	6	.	.	PUNCT
fis-3892	73	1	(	(	PUNCT
fis-3892	73	2	5	5	NUM
fis-3892	73	3	)	)	PUNCT
fis-3892	73	4	to	to	ADP
fis-3892	73	5	(	(	PUNCT
fis-3892	73	6	8)	8)	NUM
fis-3892	73	7	,	,	PUNCT
fis-3892	73	8	a	a	DET
fis-3892	73	9	yield	yield	NOUN
fis-3892	73	10	function	function	NOUN
fis-3892	73	11	is	be	AUX
fis-3892	73	12	provided	provide	VERB
fis-3892	73	13	to	to	PART
fis-3892	73	14	more	more	ADV
fis-3892	73	15	accurately	accurately	ADV
fis-3892	73	16	reflect	reflect	VERB
fis-3892	73	17	the	the	DET
fis-3892	73	18	two	two	NUM
fis-3892	73	19	distinct	distinct	ADJ
fis-3892	73	20	behaviors	behavior	NOUN
fis-3892	73	21	in	in	ADP
fis-3892	73	22	the	the	DET
fis-3892	73	23	tensile	tensile	NOUN
fis-3892	73	24	area	area	NOUN
fis-3892	73	25	and	and	CCONJ
fis-3892	73	26	compressive	compressive	ADJ
fis-3892	73	27	region	region	NOUN
fis-3892	73	28	:	:	PUNCT
fis-3892	74	1	f	f	X
fis-3892	74	2	=	=	PUNCT
fis-3892	75	1			NUM
fis-3892	76	1	1	1	NUM
fis-3892	76	2	1	1	NUM
fis-3892	76	3	  	  	SPACE
fis-3892	76	4	(	(	PUNCT
fis-3892	76	5	q	q	PROPN
fis-3892	76	6	3α	3α	NUM
fis-3892	76	7	p	p	NOUN
fis-3892	76	8	+	+	X
fis-3892	76	9	β	β	X
fis-3892	76	10	(	(	PUNCT
fis-3892	76	11	ε	ε	PROPN
fis-3892	76	12	pl	pl	PROPN
fis-3892	76	13	)	)	PUNCT
fis-3892	76	14			PROPN
fis-3892	76	15	σmax	σmax	VERB
fis-3892	76	16			PROPN
fis-3892	76	17	)	)	PUNCT
fis-3892	76	18	σc	σc	PROPN
fis-3892	76	19			PROPN
fis-3892	76	20			NOUN
fis-3892	76	21	pl	pl	NOUN
fis-3892	76	22	c	c	NOUN
fis-3892	76	23	=	=	SYM
fis-3892	76	24	0	0	PUNCT
fis-3892	77	1	(	(	PUNCT
fis-3892	77	2	5	5	NUM
fis-3892	77	3	)	)	PUNCT
fis-3892	77	4	α	α	NOUN
fis-3892	77	5	=	=	SYM
fis-3892	77	6			X
fis-3892	77	7			X
fis-3892	77	8			X
fis-3892	77	9			PROPN
fis-3892	77	10			NOUN
fis-3892	77	11			NOUN
fis-3892	78	1			PROPN
fis-3892	78	2			PROPN
fis-3892	79	1			PROPN
fis-3892	79	2			PROPN
fis-3892	80	1			NOUN
fis-3892	80	2			PROPN
fis-3892	80	3			PROPN
fis-3892	80	4			PROPN
fis-3892	81	1			PROPN
fis-3892	81	2			NOUN
fis-3892	81	3	0	0	NUM
fis-3892	81	4	–	–	PUNCT
fis-3892	81	5	 	 	SPACE
fis-3892	81	6	1	1	NUM
fis-3892	81	7	0	0	NUM
fis-3892	81	8	0	0	NUM
fis-3892	81	9	2	2	NUM
fis-3892	81	10	–	–	PUNCT
fis-3892	81	11	 	 	SPACE
fis-3892	82	1	1	1	NUM
fis-3892	82	2	0	0	NUM
fis-3892	82	3	b	b	NOUN
fis-3892	82	4	c	c	PROPN
fis-3892	82	5	b	b	PROPN
fis-3892	82	6	c	c	NOUN
fis-3892	82	7	;	;	PUNCT
fis-3892	82	8	0	0	NUM
fis-3892	82	9			ADJ
fis-3892	82	10			NOUN
fis-3892	82	11	    	    	SPACE
fis-3892	82	12	0.5	0.5	NUM
fis-3892	82	13	(	(	PUNCT
fis-3892	82	14	6	6	NUM
fis-3892	82	15	)	)	PUNCT
fis-3892	82	16	β	β	NOUN
fis-3892	82	17	=	=	SYM
fis-3892	82	18			X
fis-3892	82	19			PROPN
fis-3892	82	20			NOUN
fis-3892	82	21			NOUN
fis-3892	82	22			PROPN
fis-3892	82	23			PROPN
fis-3892	82	24			PROPN
fis-3892	82	25			PROPN
fis-3892	82	26			VERB
fis-3892	82	27			NOUN
fis-3892	82	28			PROPN
fis-3892	82	29			PROPN
fis-3892	82	30			PROPN
fis-3892	83	1			PROPN
fis-3892	83	2			PROPN
fis-3892	83	3	ε	ε	VERB
fis-3892	83	4	 	 	SPACE
fis-3892	83	5	(	(	PUNCT
fis-3892	83	6	 	 	SPACE
fis-3892	83	7	1	1	NUM
fis-3892	83	8	 	 	SPACE
fis-3892	83	9	α	α	NOUN
fis-3892	83	10	ε	ε	PROPN
fis-3892	83	11	pl	pl	X
fis-3892	83	12	c	c	NOUN
fis-3892	83	13	l	l	NOUN
fis-3892	83	14	pl	pl	X
fis-3892	83	15	c	c	NOUN
fis-3892	83	16	l	l	NOUN
fis-3892	83	17	)	)	PUNCT
fis-3892	83	18	–	–	PUNCT
fis-3892	83	19	(	(	PUNCT
fis-3892	83	20	1	1	NUM
fis-3892	83	21	+	+	NUM
fis-3892	83	22	α	α	NOUN
fis-3892	83	23	)	)	PUNCT
fis-3892	83	24	(	(	PUNCT
fis-3892	83	25	7	7	X
fis-3892	83	26	)	)	PUNCT
fis-3892	83	27	γ	γ	NOUN
fis-3892	83	28	=	=	SYM
fis-3892	83	29			PROPN
fis-3892	83	30			ADJ
fis-3892	83	31			NOUN
fis-3892	83	32	3	3	NUM
fis-3892	83	33	1	1	NUM
fis-3892	83	34	    	    	SPACE
fis-3892	83	35	2	2	NUM
fis-3892	83	36	   	   	SPACE
fis-3892	83	37	1	1	NUM
fis-3892	83	38	kc	kc	PROPN
fis-3892	83	39	kc	kc	PROPN
fis-3892	83	40	(	(	PUNCT
fis-3892	83	41	8)	8)	NUM
fis-3892	83	42	where	where	SCONJ
fis-3892	83	43	σ	σ	NUM
fis-3892	83	44	max	max	PROPN
fis-3892	83	45	stands	stand	VERB
fis-3892	83	46	for	for	ADP
fis-3892	83	47	the	the	DET
fis-3892	83	48	highest	high	ADJ
fis-3892	83	49	primary	primary	ADJ
fis-3892	83	50	effective	effective	ADJ
fis-3892	83	51	stress	stress	NOUN
fis-3892	83	52	,	,	PUNCT
fis-3892	83	53	σbo	σbo	NOUN
fis-3892	83	54	/	/	SYM
fis-3892	83	55	σco	σco	NOUN
fis-3892	83	56	for	for	ADP
fis-3892	83	57	the	the	DET
fis-3892	83	58	ratio	ratio	NOUN
fis-3892	83	59	of	of	ADP
fis-3892	83	60	the	the	DET
fis-3892	83	61	first	first	ADJ
fis-3892	83	62	equi	equi	NOUN
fis-3892	83	63	-	-	PUNCT
fis-3892	83	64	axial	axial	ADJ
fis-3892	83	65	compressive	compressive	ADJ
fis-3892	83	66	yield	yield	NOUN
fis-3892	83	67	stress	stress	NOUN
fis-3892	83	68	to	to	ADP
fis-3892	83	69	the	the	DET
fis-3892	83	70	initial	initial	ADJ
fis-3892	83	71	uniaxial	uniaxial	ADJ
fis-3892	83	72	compressive	compressive	ADJ
fis-3892	83	73	yield	yield	NOUN
fis-3892	83	74	stress	stress	NOUN
fis-3892	83	75	,	,	PUNCT
fis-3892	83	76	σt	σt	ADP
fis-3892	83	77			NOUN
fis-3892	83	78			NOUN
fis-3892	83	79	pl	pl	PROPN
fis-3892	83	80	t	t	PROPN
fis-3892	83	81	stands	stand	VERB
fis-3892	83	82	for	for	ADP
fis-3892	83	83	the	the	DET
fis-3892	83	84	effective	effective	ADJ
fis-3892	83	85	tensile	tensile	NOUN
fis-3892	83	86	cohesion	cohesion	NOUN
fis-3892	83	87	stress	stress	NOUN
fis-3892	83	88	,	,	PUNCT
fis-3892	83	89	σc	σc	PROPN
fis-3892	83	90			PROPN
fis-3892	83	91			NOUN
fis-3892	83	92	pl	pl	PROPN
fis-3892	83	93	c	c	NOUN
fis-3892	83	94	stands	stand	VERB
fis-3892	83	95	for	for	ADP
fis-3892	83	96	the	the	DET
fis-3892	83	97	effective	effective	ADJ
fis-3892	83	98	compressive	compressive	ADJ
fis-3892	83	99	stress	stress	NOUN
fis-3892	83	100	,	,	PUNCT
fis-3892	83	101	and	and	CCONJ
fis-3892	83	102	kc	kc	PROPN
fis-3892	83	103	stands	stand	VERB
fis-3892	83	104	for	for	ADP
fis-3892	83	105	the	the	DET
fis-3892	83	106	ratio	ratio	NOUN
fis-3892	83	107	of	of	ADP
fis-3892	83	108	the	the	DET
fis-3892	83	109	second	second	ADJ
fis-3892	83	110	stress	stress	NOUN
fis-3892	83	111	invariant	invariant	ADJ
fis-3892	83	112	on	on	ADP
fis-3892	83	113	the	the	DET
fis-3892	83	114	tensile	tensile	NOUN
fis-3892	83	115	meridian	meridian	PROPN
fis-3892	83	116	.	.	PUNCT
fis-3892	83	117	tabs	tab	NOUN
fis-3892	83	118	.	.	PUNCT
fis-3892	84	1	4	4	NUM
fis-3892	84	2	and	and	CCONJ
fis-3892	84	3	5	5	NUM
fis-3892	84	4	provide	provide	VERB
fis-3892	84	5	a	a	DET
fis-3892	84	6	summary	summary	NOUN
fis-3892	84	7	of	of	ADP
fis-3892	84	8	the	the	DET
fis-3892	84	9	essential	essential	ADJ
fis-3892	84	10	characteristics	characteristic	NOUN
fis-3892	84	11	of	of	ADP
fis-3892	84	12	the	the	DET
fis-3892	84	13	concrete	concrete	NOUN
fis-3892	84	14	used	use	VERB
fis-3892	84	15	in	in	ADP
fis-3892	84	16	central	central	ADJ
fis-3892	84	17	columns	column	NOUN
fis-3892	84	18	.	.	PUNCT
fis-3892	85	1	i.	i.	PROPN
fis-3892	85	2	harba	harba	PROPN
fis-3892	85	3	et	et	PROPN
fis-3892	85	4	alii	alii	PROPN
fis-3892	85	5	,	,	PUNCT
fis-3892	85	6	frattura	frattura	PROPN
fis-3892	85	7	ed	ed	PROPN
fis-3892	85	8	integrità	integrità	PROPN
fis-3892	85	9	strutturale	strutturale	PROPN
fis-3892	85	10	,	,	PUNCT
fis-3892	85	11	63	63	NUM
fis-3892	85	12	(	(	PUNCT
fis-3892	85	13	2023	2023	NUM
fis-3892	85	14	)	)	PUNCT
fis-3892	85	15	190	190	NUM
fis-3892	85	16	-	-	SYM
fis-3892	85	17	205	205	NUM
fis-3892	85	18	;	;	PUNCT
fis-3892	85	19	doi	doi	NOUN
fis-3892	85	20	:	:	PUNCT
fis-3892	85	21	10.3221	10.3221	NUM
fis-3892	85	22	/	/	SYM
fis-3892	85	23	igf	igf	PROPN
fis-3892	85	24	-	-	PROPN
fis-3892	85	25	esis.63.16	esis.63.16	PROPN
fis-3892	85	26	194	194	NUM
fis-3892	85	27	tension	tension	NOUN
fis-3892	85	28	stiffening	stiffening	NOUN
fis-3892	85	29	of	of	ADP
fis-3892	85	30	concrete	concrete	ADJ
fis-3892	85	31	tension	tension	NOUN
fis-3892	85	32	damage	damage	NOUN
fis-3892	85	33	in	in	ADP
fis-3892	85	34	concrete	concrete	ADJ
fis-3892	85	35	stress	stress	NOUN
fis-3892	85	36	/	/	SYM
fis-3892	85	37	mpa	mpa	PROPN
fis-3892	85	38	cracking	crack	VERB
fis-3892	85	39	strain	strain	NOUN
fis-3892	85	40	dt	dt	AUX
fis-3892	85	41	cracking	crack	VERB
fis-3892	85	42	strain	strain	NOUN
fis-3892	85	43	2.550	2.550	NUM
fis-3892	85	44	0	0	NUM
fis-3892	85	45	0	0	NUM
fis-3892	85	46	0	0	NUM
fis-3892	86	1	2.123	2.123	NUM
fis-3892	86	2	0.000084	0.000084	NUM
fis-3892	86	3	0.1104	0.1104	NUM
fis-3892	86	4	0.000084	0.000084	NUM
fis-3892	86	5	1.398	1.398	NUM
fis-3892	86	6	0.000161	0.000161	NUM
fis-3892	86	7	0.2776	0.2776	NUM
fis-3892	86	8	0.000161	0.000161	NUM
fis-3892	86	9	0.818	0.818	NUM
fis-3892	86	10	0.000302	0.000302	NUM
fis-3892	87	1	0.5492	0.5492	NUM
fis-3892	87	2	0.000302	0.000302	NUM
fis-3892	87	3	0.476	0.476	NUM
fis-3892	87	4	0.000553	0.000553	NUM
fis-3892	87	5	0.7920	0.7920	NUM
fis-3892	87	6	0.000553	0.000553	NUM
fis-3892	87	7	0.318	0.318	NUM
fis-3892	87	8	0.000894	0.000894	NUM
fis-3892	87	9	0.9004	0.9004	NUM
fis-3892	87	10	0.000894	0.000894	NUM
fis-3892	87	11	0.224	0.224	NUM
fis-3892	87	12	0.001397	0.001397	NUM
fis-3892	87	13	0.9502	0.9502	NUM
fis-3892	87	14	0.001397	0.001397	NUM
fis-3892	87	15	0.171	0.171	NUM
fis-3892	87	16	0.002111	0.002111	NUM
fis-3892	87	17	0.9701	0.9701	NUM
fis-3892	87	18	0.002111	0.002111	NUM
fis-3892	87	19	0.141	0.141	NUM
fis-3892	87	20	0.002603	0.002603	NUM
fis-3892	87	21	0.9790	0.9790	NUM
fis-3892	87	22	0.002603	0.002603	NUM
fis-3892	87	23	0.128	0.128	NUM
fis-3892	87	24	0.003005	0.003005	NUM
fis-3892	87	25	0.9830	0.9830	NUM
fis-3892	87	26	0.003005	0.003005	NUM
fis-3892	87	27	0.088	0.088	NUM
fis-3892	87	28	0.005005	0.005005	NUM
fis-3892	87	29	0.9850	0.9850	NUM
fis-3892	87	30	0.005005	0.005005	NUM
fis-3892	87	31	table	table	NOUN
fis-3892	87	32	4	4	NUM
fis-3892	87	33	:	:	PUNCT
fis-3892	87	34	concrete	concrete	ADJ
fis-3892	87	35	damage	damage	NOUN
fis-3892	87	36	plasticity	plasticity	NOUN
fis-3892	87	37	model	model	NOUN
fis-3892	87	38	constitutive	constitutive	ADJ
fis-3892	87	39	parameters	parameter	NOUN
fis-3892	87	40	(	(	PUNCT
fis-3892	87	41	tension	tension	NOUN
fis-3892	87	42	)	)	PUNCT
fis-3892	87	43	.	.	PUNCT
fis-3892	88	1	compression	compression	NOUN
fis-3892	88	2	hardening	harden	VERB
fis-3892	88	3	in	in	ADP
fis-3892	88	4	concrete	concrete	ADJ
fis-3892	88	5	compression	compression	NOUN
fis-3892	88	6	damage	damage	NOUN
fis-3892	88	7	in	in	ADP
fis-3892	88	8	concrete	concrete	ADJ
fis-3892	88	9	stress	stress	NOUN
fis-3892	88	10	/	/	SYM
fis-3892	88	11	mpa	mpa	PROPN
fis-3892	88	12	crushing	crush	VERB
fis-3892	88	13	strain	strain	NOUN
fis-3892	88	14	dc	dc	PROPN
fis-3892	88	15	crushing	crush	VERB
fis-3892	88	16	strain	strain	NOUN
fis-3892	88	17	13.576	13.576	NUM
fis-3892	88	18	0	0	NUM
fis-3892	88	19	0	0	NUM
fis-3892	88	20	0	0	NUM
fis-3892	89	1	27.525	27.525	NUM
fis-3892	89	2	0.00035	0.00035	NUM
fis-3892	89	3	0.1154	0.1154	NUM
fis-3892	89	4	0.00035	0.00035	NUM
fis-3892	89	5	30.120	30.120	NUM
fis-3892	89	6	0.00075	0.00075	NUM
fis-3892	89	7	0.2069	0.2069	NUM
fis-3892	89	8	0.00075	0.00075	NUM
fis-3892	89	9	25.119	25.119	NUM
fis-3892	89	10	0.00163	0.00163	NUM
fis-3892	89	11	0.4029	0.4029	NUM
fis-3892	89	12	0.00163	0.00163	NUM
fis-3892	89	13	15.535	15.535	NUM
fis-3892	89	14	0.00348	0.00348	NUM
fis-3892	89	15	0.7074	0.7074	NUM
fis-3892	89	16	0.00348	0.00348	NUM
fis-3892	89	17	11.592	11.592	NUM
fis-3892	89	18	0.00470	0.00470	NUM
fis-3892	89	19	0.8159	0.8159	NUM
fis-3892	89	20	0.00470	0.00470	NUM
fis-3892	89	21	7.605	7.605	NUM
fis-3892	89	22	0.00629	0.00629	NUM
fis-3892	89	23	0.8905	0.8905	NUM
fis-3892	89	24	0.00629	0.00629	NUM
fis-3892	89	25	5.893	5.893	NUM
fis-3892	89	26	0.00783	0.00783	NUM
fis-3892	89	27	0.9273	0.9273	NUM
fis-3892	89	28	0.00783	0.00783	NUM
fis-3892	89	29	4.798	4.798	NUM
fis-3892	89	30	0.00935	0.00935	NUM
fis-3892	89	31	0.9482	0.9482	NUM
fis-3892	89	32	0.00935	0.00935	NUM
fis-3892	89	33	4.038	4.038	NUM
fis-3892	89	34	0.01085	0.01085	NUM
fis-3892	89	35	0.9601	0.9601	NUM
fis-3892	89	36	0.01085	0.01085	NUM
fis-3892	89	37	3.195	3.195	NUM
fis-3892	89	38	0.01336	0.01336	NUM
fis-3892	89	39	0.9721	0.9721	NUM
fis-3892	89	40	0.01336	0.01336	NUM
fis-3892	89	41	table	table	NOUN
fis-3892	89	42	5	5	NUM
fis-3892	89	43	:	:	PUNCT
fis-3892	89	44	concrete	concrete	ADJ
fis-3892	89	45	damage	damage	NOUN
fis-3892	89	46	plasticity	plasticity	NOUN
fis-3892	89	47	model	model	NOUN
fis-3892	89	48	constitutive	constitutive	ADJ
fis-3892	89	49	parameters	parameter	NOUN
fis-3892	89	50	(	(	PUNCT
fis-3892	89	51	compression	compression	NOUN
fis-3892	89	52	)	)	PUNCT
fis-3892	89	53	.	.	PUNCT
fis-3892	90	1	figure	figure	VERB
fis-3892	90	2	3	3	NUM
fis-3892	90	3	:	:	PUNCT
fis-3892	90	4	(	(	PUNCT
fis-3892	90	5	a	a	X
fis-3892	90	6	)	)	PUNCT
fis-3892	90	7	specimen	speciman	NOUN
fis-3892	90	8	’s	’s	PART
fis-3892	90	9	model	model	NOUN
fis-3892	90	10	,	,	PUNCT
fis-3892	90	11	(	(	PUNCT
fis-3892	90	12	b	b	X
fis-3892	90	13	)	)	PUNCT
fis-3892	90	14	steel	steel	NOUN
fis-3892	90	15	configuration	configuration	NOUN
fis-3892	90	16	and	and	CCONJ
fis-3892	90	17	(	(	PUNCT
fis-3892	90	18	c	c	NOUN
fis-3892	90	19	)	)	PUNCT
fis-3892	90	20	specimen	speciman	NOUN
fis-3892	90	21	’s	’s	PART
fis-3892	90	22	mesh	mesh	NOUN
fis-3892	90	23	to	to	PART
fis-3892	90	24	match	match	VERB
fis-3892	90	25	the	the	DET
fis-3892	90	26	load	load	NOUN
fis-3892	90	27	-	-	PUNCT
fis-3892	90	28	defection	defection	NOUN
fis-3892	90	29	curves	curve	NOUN
fis-3892	90	30	for	for	ADP
fis-3892	90	31	theoretical	theoretical	ADJ
fis-3892	90	32	and	and	CCONJ
fis-3892	90	33	experimental	experimental	ADJ
fis-3892	90	34	samples	sample	NOUN
fis-3892	90	35	,	,	PUNCT
fis-3892	90	36	several	several	ADJ
fis-3892	90	37	attempts	attempt	NOUN
fis-3892	90	38	were	be	AUX
fis-3892	90	39	performed	perform	VERB
fis-3892	90	40	.	.	PUNCT
fis-3892	91	1	also	also	ADV
fis-3892	91	2	,	,	PUNCT
fis-3892	91	3	the	the	DET
fis-3892	91	4	meshing	meshing	NOUN
fis-3892	91	5	size	size	NOUN
fis-3892	91	6	of	of	ADP
fis-3892	91	7	the	the	DET
fis-3892	91	8	steel	steel	NOUN
fis-3892	91	9	bar	bar	NOUN
fis-3892	91	10	,	,	PUNCT
fis-3892	91	11	concrete	concrete	NOUN
fis-3892	91	12	,	,	PUNCT
fis-3892	91	13	and	and	CCONJ
fis-3892	91	14	cfrp	cfrp	NOUN
fis-3892	91	15	elements	element	NOUN
fis-3892	91	16	were	be	AUX
fis-3892	91	17	examined	examine	VERB
fis-3892	91	18	.	.	PUNCT
fis-3892	92	1	the	the	DET
fis-3892	92	2	mesh	mesh	NOUN
fis-3892	92	3	sizes	size	NOUN
fis-3892	92	4	ranged	range	VERB
fis-3892	92	5	from	from	ADP
fis-3892	92	6	10	10	NUM
fis-3892	92	7	to	to	PART
fis-3892	92	8	40	40	NUM
fis-3892	92	9	mm	mm	NOUN
fis-3892	92	10	with	with	ADP
fis-3892	92	11	an	an	DET
fis-3892	92	12	increment	increment	NOUN
fis-3892	92	13	of	of	ADP
fis-3892	92	14	5	5	NUM
fis-3892	92	15	mm	mm	NOUN
fis-3892	92	16	.	.	PUNCT
fis-3892	93	1	the	the	DET
fis-3892	93	2	best	good	ADJ
fis-3892	93	3	assessment	assessment	NOUN
fis-3892	93	4	was	be	AUX
fis-3892	93	5	realized	realize	VERB
fis-3892	93	6	at	at	ADP
fis-3892	93	7	the	the	DET
fis-3892	93	8	mesh	mesh	NOUN
fis-3892	93	9	size	size	NOUN
fis-3892	93	10	of	of	ADP
fis-3892	93	11	20	20	NUM
fis-3892	93	12	mm	mm	NOUN
fis-3892	93	13	for	for	ADP
fis-3892	93	14	steel	steel	NOUN
fis-3892	93	15	bars	bar	NOUN
fis-3892	93	16	and	and	CCONJ
fis-3892	93	17	steel	steel	NOUN
fis-3892	93	18	plate	plate	NOUN
fis-3892	93	19	elements	element	NOUN
fis-3892	93	20	.	.	PUNCT
fis-3892	94	1	also	also	ADV
fis-3892	94	2	,	,	PUNCT
fis-3892	94	3	for	for	ADP
fis-3892	94	4	concrete	concrete	ADJ
fis-3892	94	5	and	and	CCONJ
fis-3892	94	6	cfrp	cfrp	NOUN
fis-3892	94	7	elements	element	NOUN
fis-3892	94	8	,	,	PUNCT
fis-3892	94	9	the	the	DET
fis-3892	94	10	selected	select	VERB
fis-3892	94	11	mesh	mesh	NOUN
fis-3892	94	12	size	size	NOUN
fis-3892	94	13	was	be	AUX
fis-3892	94	14	10	10	NUM
fis-3892	94	15	mm	mm	NOUN
fis-3892	94	16	.	.	PUNCT
fis-3892	95	1	the	the	DET
fis-3892	95	2	viscosity	viscosity	NOUN
fis-3892	95	3	parameter	parameter	NOUN
fis-3892	95	4	values	value	NOUN
fis-3892	95	5	used	use	VERB
fis-3892	95	6	ranged	range	VERB
fis-3892	95	7	from	from	ADP
fis-3892	95	8	i.	i.	PROPN
fis-3892	95	9	harba	harba	PROPN
fis-3892	95	10	et	et	PROPN
fis-3892	95	11	alii	alii	PROPN
fis-3892	95	12	,	,	PUNCT
fis-3892	95	13	frattura	frattura	PROPN
fis-3892	95	14	ed	ed	PROPN
fis-3892	95	15	integrità	integrità	PROPN
fis-3892	95	16	strutturale	strutturale	PROPN
fis-3892	95	17	,	,	PUNCT
fis-3892	95	18	63	63	NUM
fis-3892	95	19	(	(	PUNCT
fis-3892	95	20	2023	2023	NUM
fis-3892	95	21	)	)	PUNCT
fis-3892	95	22	190	190	NUM
fis-3892	95	23	-	-	SYM
fis-3892	95	24	205	205	NUM
fis-3892	95	25	;	;	PUNCT
fis-3892	95	26	doi	doi	NOUN
fis-3892	95	27	:	:	PUNCT
fis-3892	95	28	10.3221	10.3221	NUM
fis-3892	95	29	/	/	SYM
fis-3892	95	30	igf	igf	PROPN
fis-3892	95	31	-	-	PROPN
fis-3892	95	32	esis.63.16	esis.63.16	PROPN
fis-3892	95	33	195	195	NUM
fis-3892	95	34	0.0005	0.0005	NUM
fis-3892	95	35	to	to	ADP
fis-3892	95	36	0.003	0.003	NUM
fis-3892	95	37	.	.	PUNCT
fis-3892	96	1	it	it	PRON
fis-3892	96	2	was	be	AUX
fis-3892	96	3	found	find	VERB
fis-3892	96	4	that	that	SCONJ
fis-3892	96	5	the	the	DET
fis-3892	96	6	viscosity	viscosity	NOUN
fis-3892	96	7	parameter	parameter	NOUN
fis-3892	96	8	value	value	NOUN
fis-3892	96	9	of	of	ADP
fis-3892	96	10	0.001	0.001	NUM
fis-3892	96	11	led	lead	VERB
fis-3892	96	12	to	to	PART
fis-3892	96	13	close	close	VERB
fis-3892	96	14	agreement	agreement	NOUN
fis-3892	96	15	between	between	ADP
fis-3892	96	16	fea	fea	NOUN
fis-3892	96	17	and	and	CCONJ
fis-3892	96	18	experimental	experimental	ADJ
fis-3892	96	19	results	result	NOUN
fis-3892	96	20	.	.	PUNCT
fis-3892	97	1	the	the	DET
fis-3892	97	2	dilation	dilation	NOUN
fis-3892	97	3	angle	angle	NOUN
fis-3892	97	4	(	(	PUNCT
fis-3892	97	5	ψ	ψ	NOUN
fis-3892	97	6	)	)	PUNCT
fis-3892	97	7	values	value	NOUN
fis-3892	97	8	used	use	VERB
fis-3892	97	9	ranged	range	VERB
fis-3892	97	10	from	from	ADP
fis-3892	97	11	32	32	NUM
fis-3892	97	12	and	and	CCONJ
fis-3892	97	13	44	44	NUM
fis-3892	97	14	°	°	NOUN
fis-3892	97	15	.	.	PUNCT
fis-3892	98	1	the	the	DET
fis-3892	98	2	best	good	ADJ
fis-3892	98	3	result	result	NOUN
fis-3892	98	4	occurred	occur	VERB
fis-3892	98	5	when	when	SCONJ
fis-3892	98	6	the	the	DET
fis-3892	98	7	dilation	dilation	NOUN
fis-3892	98	8	angle	angle	NOUN
fis-3892	98	9	(	(	PUNCT
fis-3892	98	10	ψ	ψ	NOUN
fis-3892	98	11	)	)	PUNCT
fis-3892	98	12	value	value	NOUN
fis-3892	98	13	was	be	AUX
fis-3892	98	14	40	40	NUM
fis-3892	98	15	°	°	NOUN
fis-3892	98	16	.	.	PUNCT
fis-3892	99	1	for	for	ADP
fis-3892	99	2	shape	shape	NOUN
fis-3892	99	3	factor	factor	NOUN
fis-3892	99	4	(	(	PUNCT
fis-3892	99	5	k	k	NOUN
fis-3892	99	6	)	)	PUNCT
fis-3892	99	7	,	,	PUNCT
fis-3892	99	8	stress	stress	NOUN
fis-3892	99	9	ratio	ratio	NOUN
fis-3892	99	10	(	(	PUNCT
fis-3892	99	11	fbo	fbo	PROPN
fis-3892	99	12	/	/	SYM
fis-3892	99	13	fco	fco	PROPN
fis-3892	99	14	)	)	PUNCT
fis-3892	99	15	and	and	CCONJ
fis-3892	99	16	eccentricity	eccentricity	NOUN
fis-3892	99	17	,	,	PUNCT
fis-3892	99	18	the	the	DET
fis-3892	99	19	default	default	NOUN
fis-3892	99	20	values	value	NOUN
fis-3892	99	21	for	for	ADP
fis-3892	99	22	these	these	DET
fis-3892	99	23	parameters	parameter	NOUN
fis-3892	99	24	were	be	AUX
fis-3892	99	25	adopted	adopt	VERB
fis-3892	99	26	.	.	PUNCT
fis-3892	100	1	a	a	DET
fis-3892	100	2	4	4	NUM
fis-3892	100	3	-	-	PUNCT
fis-3892	100	4	node	node	ADJ
fis-3892	100	5	shell	shell	NOUN
fis-3892	100	6	elements	element	NOUN
fis-3892	100	7	is	be	AUX
fis-3892	100	8	used	use	VERB
fis-3892	100	9	in	in	ADP
fis-3892	100	10	model	model	NOUN
fis-3892	100	11	the	the	DET
fis-3892	100	12	cfrp	cfrp	NOUN
fis-3892	101	1	[	[	X
fis-3892	101	2	36	36	NUM
fis-3892	101	3	-	-	SYM
fis-3892	101	4	42	42	NUM
fis-3892	101	5	]	]	PUNCT
fis-3892	101	6	.	.	PUNCT
fis-3892	102	1	the	the	DET
fis-3892	102	2	cfrp	cfrp	NOUN
fis-3892	102	3	is	be	AUX
fis-3892	102	4	considered	consider	VERB
fis-3892	102	5	as	as	ADP
fis-3892	102	6	a	a	DET
fis-3892	102	7	linear	linear	ADJ
fis-3892	102	8	elastic	elastic	ADJ
fis-3892	102	9	material	material	NOUN
fis-3892	102	10	,	,	PUNCT
fis-3892	102	11	while	while	SCONJ
fis-3892	102	12	steel	steel	NOUN
fis-3892	102	13	is	be	AUX
fis-3892	102	14	considered	consider	VERB
fis-3892	102	15	as	as	ADP
fis-3892	102	16	an	an	DET
fis-3892	102	17	elastic	elastic	ADJ
fis-3892	102	18	perfectly	perfectly	ADV
fis-3892	102	19	plastic	plastic	ADJ
fis-3892	102	20	material	material	NOUN
fis-3892	102	21	.	.	PUNCT
fis-3892	103	1	concrete	concrete	NOUN
fis-3892	103	2	is	be	AUX
fis-3892	103	3	simulating	simulate	VERB
fis-3892	103	4	by	by	ADP
fis-3892	103	5	means	mean	NOUN
fis-3892	103	6	of	of	ADP
fis-3892	103	7	improved	improved	ADJ
fis-3892	103	8	cdp	cdp	NOUN
fis-3892	103	9	method	method	NOUN
fis-3892	103	10	.	.	PUNCT
fis-3892	104	1	this	this	DET
fis-3892	104	2	method	method	NOUN
fis-3892	104	3	in	in	ADP
fis-3892	104	4	the	the	DET
fis-3892	104	5	beginning	beginning	NOUN
fis-3892	104	6	developed	develop	VERB
fis-3892	104	7	by	by	ADP
fis-3892	104	8	lubliner	lubliner	NOUN
fis-3892	104	9	et	et	PROPN
fis-3892	104	10	al	al	PROPN
fis-3892	104	11	.	.	PUNCT
fis-3892	105	1	[	[	X
fis-3892	105	2	46	46	NUM
fis-3892	105	3	]	]	PUNCT
fis-3892	105	4	and	and	CCONJ
fis-3892	105	5	modified	modify	VERB
fis-3892	105	6	by	by	ADP
fis-3892	105	7	lee	lee	PROPN
fis-3892	105	8	and	and	CCONJ
fis-3892	105	9	fenves	fenve	NOUN
fis-3892	105	10	[	[	X
fis-3892	105	11	45	45	NUM
fis-3892	105	12	]	]	PUNCT
fis-3892	105	13	.	.	PUNCT
fis-3892	106	1	the	the	DET
fis-3892	106	2	damage	damage	NOUN
fis-3892	106	3	parameters	parameter	NOUN
fis-3892	106	4	are	be	AUX
fis-3892	106	5	calculated	calculate	VERB
fis-3892	106	6	by	by	ADP
fis-3892	106	7	taking	take	VERB
fis-3892	106	8	into	into	ADP
fis-3892	106	9	account	account	NOUN
fis-3892	106	10	the	the	DET
fis-3892	106	11	experimental	experimental	ADJ
fis-3892	106	12	mechanical	mechanical	ADJ
fis-3892	106	13	properties	property	NOUN
fis-3892	106	14	test	test	NOUN
fis-3892	106	15	carried	carry	VERB
fis-3892	106	16	out	out	ADP
fis-3892	106	17	in	in	ADP
fis-3892	106	18	the	the	DET
fis-3892	106	19	laboratory	laboratory	NOUN
fis-3892	106	20	by	by	ADP
fis-3892	106	21	kaiss	kaiss	ADJ
fis-3892	106	22	et	et	PROPN
fis-3892	106	23	al	al	PROPN
fis-3892	106	24	.	.	PUNCT
fis-3892	107	1	[	[	X
fis-3892	107	2	43	43	NUM
fis-3892	107	3	]	]	PUNCT
fis-3892	107	4	.	.	PUNCT
fis-3892	108	1	the	the	DET
fis-3892	108	2	adopted	adopt	VERB
fis-3892	108	3	model	model	NOUN
fis-3892	108	4	that	that	PRON
fis-3892	108	5	simulates	simulate	VERB
fis-3892	108	6	the	the	DET
fis-3892	108	7	concrete	concrete	ADJ
fis-3892	108	8	uniaxial	uniaxial	ADJ
fis-3892	108	9	stress	stress	NOUN
fis-3892	108	10	-	-	PUNCT
fis-3892	108	11	strain	strain	NOUN
fis-3892	108	12	curve	curve	NOUN
fis-3892	108	13	in	in	ADP
fis-3892	108	14	the	the	DET
fis-3892	108	15	present	present	ADJ
fis-3892	108	16	study	study	NOUN
fis-3892	108	17	based	base	VERB
fis-3892	108	18	on	on	ADP
fis-3892	108	19	lam	lam	PROPN
fis-3892	108	20	and	and	CCONJ
fis-3892	108	21	teng	teng	PROPN
fis-3892	108	22	(	(	PUNCT
fis-3892	108	23	2003a	2003a	NUM
fis-3892	108	24	,	,	PUNCT
fis-3892	108	25	b	b	X
fis-3892	108	26	)	)	PUNCT
fis-3892	108	27	model	model	NOUN
fis-3892	108	28	[	[	X
fis-3892	108	29	47	47	NUM
fis-3892	108	30	,	,	PUNCT
fis-3892	108	31	48	48	NUM
fis-3892	108	32	]	]	PUNCT
fis-3892	108	33	.	.	PUNCT
fis-3892	109	1	according	accord	VERB
fis-3892	109	2	to	to	ADP
fis-3892	109	3	aci	aci	PROPN
fis-3892	109	4	4402r-17	4402r-17	NUM
fis-3892	109	5	[	[	X
fis-3892	109	6	49	49	NUM
fis-3892	109	7	]	]	PUNCT
fis-3892	109	8	the	the	DET
fis-3892	109	9	bond	bond	NOUN
fis-3892	109	10	between	between	ADP
fis-3892	109	11	concrete	concrete	NOUN
fis-3892	109	12	and	and	CCONJ
fis-3892	109	13	cfrp	cfrp	NOUN
fis-3892	109	14	is	be	AUX
fis-3892	109	15	considered	consider	VERB
fis-3892	109	16	perfect	perfect	ADJ
fis-3892	109	17	bond	bond	NOUN
fis-3892	109	18	.	.	PUNCT
fis-3892	110	1	force	force	NOUN
fis-3892	110	2	-	-	PUNCT
fis-3892	110	3	controlled	control	VERB
fis-3892	110	4	loads	load	NOUN
fis-3892	110	5	are	be	AUX
fis-3892	110	6	used	use	VERB
fis-3892	110	7	in	in	ADP
fis-3892	110	8	experimental	experimental	ADJ
fis-3892	110	9	work	work	NOUN
fis-3892	111	1	[	[	X
fis-3892	111	2	43	43	NUM
fis-3892	111	3	]	]	PUNCT
fis-3892	111	4	and	and	CCONJ
fis-3892	111	5	current	current	ADJ
fis-3892	111	6	numerical	numerical	ADJ
fis-3892	111	7	analyses	analysis	NOUN
fis-3892	111	8	.	.	PUNCT
fis-3892	112	1	the	the	DET
fis-3892	112	2	required	require	VERB
fis-3892	112	3	input	input	NOUN
fis-3892	112	4	parameters	parameter	NOUN
fis-3892	112	5	in	in	ADP
fis-3892	112	6	abaqus	abaqus	NOUN
fis-3892	112	7	used	use	VERB
fis-3892	112	8	to	to	PART
fis-3892	112	9	define	define	VERB
fis-3892	112	10	concrete	concrete	ADJ
fis-3892	112	11	material	material	NOUN
fis-3892	112	12	model	model	NOUN
fis-3892	112	13	are	be	AUX
fis-3892	112	14	shown	show	VERB
fis-3892	112	15	in	in	ADP
fis-3892	112	16	tab	tab	NOUN
fis-3892	112	17	.	.	PUNCT
fis-3892	113	1	6	6	NUM
fis-3892	113	2	.	.	X
fis-3892	113	3	dilation	dilation	NOUN
fis-3892	113	4	angle	angle	NOUN
fis-3892	113	5	,	,	PUNCT
fis-3892	113	6	ψ	ψ	VERB
fis-3892	113	7	40	40	NUM
fis-3892	113	8	eccentricity	eccentricity	NOUN
fis-3892	113	9	0.1	0.1	NUM
fis-3892	113	10	fbo	fbo	PROPN
fis-3892	113	11	/	/	SYM
fis-3892	113	12	fco	fco	PROPN
fis-3892	113	13	1.16	1.16	NUM
fis-3892	113	14	k	k	NOUN
fis-3892	113	15	0.6667	0.6667	NUM
fis-3892	113	16	viscosity	viscosity	NOUN
fis-3892	113	17	parameter	parameter	NOUN
fis-3892	113	18	0.001	0.001	NUM
fis-3892	113	19	compressive	compressive	ADJ
fis-3892	113	20	strain	strain	NOUN
fis-3892	113	21	at	at	ADP
fis-3892	113	22	peak	peak	NOUN
fis-3892	113	23	,	,	PUNCT
fis-3892	113	24	εc	εc	ADV
fis-3892	113	25	0.0002	0.0002	NUM
fis-3892	113	26	inelastic	inelastic	ADJ
fis-3892	113	27	strain	strain	NOUN
fis-3892	113	28	of	of	ADP
fis-3892	113	29	concrete	concrete	NOUN
fis-3892	113	30	in	in	ADP
fis-3892	113	31	compression	compression	NOUN
fis-3892	113	32	,	,	PUNCT
fis-3892	113	33	εcin	εcin	PROPN
fis-3892	113	34	0.00082	0.00082	NUM
fis-3892	113	35	to	to	ADP
fis-3892	113	36	0.0033	0.0033	NUM
fis-3892	113	37	cracking	cracking	NOUN
fis-3892	113	38	strain	strain	NOUN
fis-3892	113	39	of	of	ADP
fis-3892	113	40	concrete	concrete	NOUN
fis-3892	113	41	in	in	ADP
fis-3892	113	42	tension	tension	NOUN
fis-3892	113	43	εtck	εtck	NOUN
fis-3892	113	44	0.0002	0.0002	NUM
fis-3892	113	45	table	table	NOUN
fis-3892	113	46	6	6	NUM
fis-3892	113	47	:	:	PUNCT
fis-3892	113	48	input	input	NOUN
fis-3892	113	49	parameters	parameter	NOUN
fis-3892	113	50	to	to	PART
fis-3892	113	51	define	define	VERB
fis-3892	113	52	the	the	DET
fis-3892	113	53	concrete	concrete	ADJ
fis-3892	113	54	material	material	NOUN
fis-3892	113	55	model	model	NOUN
fis-3892	113	56	.	.	PUNCT
fis-3892	114	1	to	to	PART
fis-3892	114	2	simulate	simulate	VERB
fis-3892	114	3	the	the	DET
fis-3892	114	4	boundary	boundary	ADJ
fis-3892	114	5	condition	condition	NOUN
fis-3892	114	6	of	of	ADP
fis-3892	114	7	numerical	numerical	ADJ
fis-3892	114	8	specimens	specimen	NOUN
fis-3892	114	9	,	,	PUNCT
fis-3892	114	10	an	an	DET
fis-3892	114	11	eccentric	eccentric	ADJ
fis-3892	114	12	pin	pin	NOUN
fis-3892	114	13	end	end	VERB
fis-3892	114	14	at	at	ADP
fis-3892	114	15	base	base	NOUN
fis-3892	114	16	was	be	AUX
fis-3892	114	17	simulated	simulate	VERB
fis-3892	114	18	to	to	PART
fis-3892	114	19	allow	allow	VERB
fis-3892	114	20	rotation	rotation	NOUN
fis-3892	114	21	and	and	CCONJ
fis-3892	114	22	pin	pin	NOUN
fis-3892	114	23	supports	support	VERB
fis-3892	114	24	with	with	ADP
fis-3892	114	25	degree	degree	NOUN
fis-3892	114	26	of	of	ADP
fis-3892	114	27	freedom	freedom	NOUN
fis-3892	114	28	of	of	ADP
fis-3892	114	29	ux	ux	PROPN
fis-3892	114	30	=	=	PROPN
fis-3892	114	31	uz	uz	PROPN
fis-3892	114	32	=	=	SYM
fis-3892	114	33	0	0	NUM
fis-3892	114	34	were	be	AUX
fis-3892	114	35	placed	place	VERB
fis-3892	114	36	at	at	ADP
fis-3892	114	37	the	the	DET
fis-3892	114	38	top	top	NOUN
fis-3892	114	39	of	of	ADP
fis-3892	114	40	specimens	specimen	NOUN
fis-3892	114	41	to	to	PART
fis-3892	114	42	allow	allow	VERB
fis-3892	114	43	for	for	ADP
fis-3892	114	44	vertical	vertical	ADJ
fis-3892	114	45	movement	movement	NOUN
fis-3892	114	46	and	and	CCONJ
fis-3892	114	47	rotation	rotation	NOUN
fis-3892	114	48	.	.	PUNCT
fis-3892	115	1	moreover	moreover	ADV
fis-3892	115	2	,	,	PUNCT
fis-3892	115	3	in	in	ADP
fis-3892	115	4	order	order	NOUN
fis-3892	115	5	to	to	PART
fis-3892	115	6	simulate	simulate	VERB
fis-3892	115	7	the	the	DET
fis-3892	115	8	status	status	NOUN
fis-3892	115	9	of	of	ADP
fis-3892	115	10	experimental	experimental	ADJ
fis-3892	115	11	loading	loading	NOUN
fis-3892	115	12	an	an	DET
fis-3892	115	13	eccentric	eccentric	ADJ
fis-3892	115	14	vertical	vertical	ADJ
fis-3892	115	15	load	load	NOUN
fis-3892	115	16	was	be	AUX
fis-3892	115	17	applied	apply	VERB
fis-3892	115	18	on	on	ADP
fis-3892	115	19	top	top	NOUN
fis-3892	115	20	of	of	ADP
fis-3892	115	21	the	the	DET
fis-3892	115	22	columns	column	NOUN
fis-3892	115	23	.	.	PUNCT
fis-3892	116	1	fig	fig	NOUN
fis-3892	116	2	.	.	PUNCT
fis-3892	117	1	4	4	NUM
fis-3892	117	2	shows	show	VERB
fis-3892	117	3	the	the	DET
fis-3892	117	4	loads	load	NOUN
fis-3892	117	5	,	,	PUNCT
fis-3892	117	6	and	and	CCONJ
fis-3892	117	7	boundary	boundary	ADJ
fis-3892	117	8	conditions	condition	NOUN
fis-3892	117	9	.	.	PUNCT
fis-3892	118	1	figure	figure	VERB
fis-3892	118	2	4	4	NUM
fis-3892	118	3	:	:	PUNCT
fis-3892	118	4	loads	load	NOUN
fis-3892	118	5	and	and	CCONJ
fis-3892	118	6	boundary	boundary	ADJ
fis-3892	118	7	conditions	condition	NOUN
fis-3892	118	8	(	(	PUNCT
fis-3892	118	9	a	a	X
fis-3892	118	10	)	)	PUNCT
fis-3892	118	11	for	for	ADP
fis-3892	118	12	concentric	concentric	ADJ
fis-3892	118	13	load	load	NOUN
fis-3892	118	14	and	and	CCONJ
fis-3892	118	15	(	(	PUNCT
fis-3892	118	16	b	b	NOUN
fis-3892	118	17	)	)	PUNCT
fis-3892	118	18	for	for	ADP
fis-3892	118	19	eccentric	eccentric	ADJ
fis-3892	118	20	load	load	NOUN
fis-3892	118	21	.	.	PUNCT
fis-3892	119	1	parametric	parametric	ADJ
fis-3892	119	2	study	study	NOUN
fis-3892	119	3	he	he	PRON
fis-3892	119	4	parametric	parametric	PROPN
fis-3892	119	5	study	study	PROPN
fis-3892	119	6	presented	present	VERB
fis-3892	119	7	in	in	ADP
fis-3892	119	8	this	this	DET
fis-3892	119	9	work	work	NOUN
fis-3892	119	10	thorough	thorough	ADJ
fis-3892	119	11	twenty	twenty	NUM
fis-3892	119	12	four	four	NUM
fis-3892	119	13	numerical	numerical	ADJ
fis-3892	119	14	circular	circular	ADJ
fis-3892	119	15	short	short	ADJ
fis-3892	119	16	column	column	NOUN
fis-3892	119	17	specimens	specimen	NOUN
fis-3892	119	18	by	by	ADP
fis-3892	119	19	using	use	VERB
fis-3892	119	20	finite	finite	PROPN
fis-3892	119	21	element	element	PROPN
fis-3892	119	22	abaqus	abaqus	PROPN
fis-3892	119	23	software	software	NOUN
fis-3892	119	24	.	.	PUNCT
fis-3892	120	1	these	these	DET
fis-3892	120	2	specimens	specimen	NOUN
fis-3892	120	3	were	be	AUX
fis-3892	120	4	divided	divide	VERB
fis-3892	120	5	into	into	ADP
fis-3892	120	6	five	five	NUM
fis-3892	120	7	groups	group	NOUN
fis-3892	120	8	;	;	PUNCT
fis-3892	120	9	first	first	ADJ
fis-3892	120	10	group	group	NOUN
fis-3892	120	11	was	be	AUX
fis-3892	120	12	focused	focus	VERB
fis-3892	120	13	to	to	PART
fis-3892	120	14	make	make	VERB
fis-3892	120	15	validation	validation	NOUN
fis-3892	120	16	with	with	ADP
fis-3892	120	17	experimental	experimental	ADJ
fis-3892	120	18	work	work	NOUN
fis-3892	121	1	[	[	X
fis-3892	121	2	43	43	NUM
fis-3892	121	3	]	]	PUNCT
fis-3892	121	4	,	,	PUNCT
fis-3892	121	5	while	while	SCONJ
fis-3892	121	6	remain	remain	VERB
fis-3892	121	7	groups	group	NOUN
fis-3892	121	8	focused	focus	VERB
fis-3892	121	9	to	to	PART
fis-3892	121	10	investigate	investigate	VERB
fis-3892	121	11	the	the	DET
fis-3892	121	12	performance	performance	NOUN
fis-3892	121	13	of	of	ADP
fis-3892	121	14	applied	applied	ADJ
fis-3892	121	15	load	load	NOUN
fis-3892	121	16	with	with	ADP
fis-3892	121	17	different	different	ADJ
fis-3892	121	18	eccentricity	eccentricity	NOUN
fis-3892	121	19	and	and	CCONJ
fis-3892	121	20	ratio	ratio	NOUN
fis-3892	121	21	of	of	ADP
fis-3892	121	22	confinement	confinement	NOUN
fis-3892	121	23	(	(	PUNCT
fis-3892	121	24	cfrp	cfrp	PROPN
fis-3892	121	25	ratio	ratio	NOUN
fis-3892	121	26	%	%	NOUN
fis-3892	121	27	)	)	PUNCT
fis-3892	121	28	as	as	SCONJ
fis-3892	121	29	shown	show	VERB
fis-3892	121	30	in	in	ADP
fis-3892	121	31	tab	tab	NOUN
fis-3892	121	32	.	.	PUNCT
fis-3892	122	1	7	7	X
fis-3892	122	2	.	.	PUNCT
fis-3892	122	3	to	to	PART
fis-3892	122	4	define	define	VERB
fis-3892	122	5	specimen	speciman	NOUN
fis-3892	122	6	ids	id	NOUN
fis-3892	122	7	presented	present	VERB
fis-3892	122	8	in	in	ADP
fis-3892	122	9	tab	tab	NOUN
fis-3892	122	10	.	.	PUNCT
fis-3892	123	1	7	7	NUM
fis-3892	123	2	,	,	PUNCT
fis-3892	123	3	the	the	DET
fis-3892	123	4	number	number	NOUN
fis-3892	123	5	subsequent	subsequent	ADJ
fis-3892	123	6	to	to	ADP
fis-3892	123	7	c	c	PROPN
fis-3892	123	8	letter	letter	NOUN
fis-3892	123	9	,	,	PUNCT
fis-3892	123	10	represents	represent	VERB
fis-3892	123	11	the	the	DET
fis-3892	123	12	specimen	speciman	NOUN
fis-3892	123	13	's	's	PART
fis-3892	123	14	number	number	NOUN
fis-3892	123	15	,	,	PUNCT
fis-3892	123	16	subsequently	subsequently	ADV
fis-3892	123	17	letter	letter	VERB
fis-3892	123	18	a	a	DET
fis-3892	123	19	,	,	PUNCT
fis-3892	123	20	b	b	NOUN
fis-3892	123	21	,	,	PUNCT
fis-3892	123	22	d	d	NOUN
fis-3892	123	23	and	and	CCONJ
fis-3892	123	24	e	e	NOUN
fis-3892	123	25	represents	represent	VERB
fis-3892	123	26	the	the	DET
fis-3892	123	27	cfrp	cfrp	NOUN
fis-3892	123	28	ratios	ratio	NOUN
fis-3892	123	29	0	0	NUM
fis-3892	123	30	%	%	NOUN
fis-3892	123	31	,	,	PUNCT
fis-3892	123	32	25	25	NUM
fis-3892	123	33	%	%	NOUN
fis-3892	123	34	,	,	PUNCT
fis-3892	123	35	50	50	NUM
fis-3892	123	36	%	%	NOUN
fis-3892	123	37	,	,	PUNCT
fis-3892	123	38	100	100	NUM
fis-3892	123	39	%	%	NOUN
fis-3892	123	40	respectively	respectively	ADV
fis-3892	123	41	.	.	PUNCT
fis-3892	124	1	the	the	DET
fis-3892	124	2	subsequently	subsequently	ADJ
fis-3892	124	3	number	number	NOUN
fis-3892	124	4	represents	represent	VERB
fis-3892	124	5	the	the	DET
fis-3892	124	6	eccentricity	eccentricity	NOUN
fis-3892	124	7	(	(	PUNCT
fis-3892	124	8	e	e	NOUN
fis-3892	124	9	)	)	PUNCT
fis-3892	124	10	,	,	PUNCT
fis-3892	124	11	0	0	NUM
fis-3892	124	12	,	,	PUNCT
fis-3892	124	13	10	10	NUM
fis-3892	124	14	,	,	PUNCT
fis-3892	124	15	20	20	NUM
fis-3892	124	16	,	,	PUNCT
fis-3892	124	17	30	30	NUM
fis-3892	124	18	,	,	PUNCT
fis-3892	124	19	40	40	NUM
fis-3892	124	20	,	,	PUNCT
fis-3892	124	21	and	and	CCONJ
fis-3892	124	22	50	50	NUM
fis-3892	124	23	.	.	PUNCT
fis-3892	125	1	for	for	ADP
fis-3892	125	2	example	example	NOUN
fis-3892	125	3	,	,	PUNCT
fis-3892	125	4	c31d0	c31d0	PROPN
fis-3892	125	5	indicates	indicate	VERB
fis-3892	125	6	spacemen	spaceman	NOUN
fis-3892	125	7	number	number	NOUN
fis-3892	125	8	31	31	NUM
fis-3892	125	9	,	,	PUNCT
fis-3892	125	10	cfrp	cfrp	PROPN
fis-3892	125	11	ratio	ratio	NOUN
fis-3892	125	12	50	50	NUM
fis-3892	125	13	%	%	NOUN
fis-3892	125	14	,	,	PUNCT
fis-3892	125	15	and	and	CCONJ
fis-3892	125	16	zero	zero	NUM
fis-3892	125	17	eccentricity	eccentricity	NOUN
fis-3892	125	18	.	.	PUNCT
fis-3892	126	1	t	t	PROPN
fis-3892	126	2	i.	i.	PROPN
fis-3892	126	3	harba	harba	PROPN
fis-3892	126	4	et	et	PROPN
fis-3892	126	5	alii	alii	PROPN
fis-3892	126	6	,	,	PUNCT
fis-3892	126	7	frattura	frattura	PROPN
fis-3892	126	8	ed	ed	PROPN
fis-3892	126	9	integrità	integrità	PROPN
fis-3892	126	10	strutturale	strutturale	PROPN
fis-3892	126	11	,	,	PUNCT
fis-3892	126	12	63	63	NUM
fis-3892	126	13	(	(	PUNCT
fis-3892	126	14	2023	2023	NUM
fis-3892	126	15	)	)	PUNCT
fis-3892	126	16	190	190	NUM
fis-3892	126	17	-	-	SYM
fis-3892	126	18	205	205	NUM
fis-3892	126	19	;	;	PUNCT
fis-3892	126	20	doi	doi	NOUN
fis-3892	126	21	:	:	PUNCT
fis-3892	126	22	10.3221	10.3221	NUM
fis-3892	126	23	/	/	SYM
fis-3892	126	24	igf	igf	PROPN
fis-3892	126	25	-	-	PROPN
fis-3892	126	26	esis.63.16	esis.63.16	PROPN
fis-3892	126	27	196	196	NUM
fis-3892	126	28	group	group	NOUN
fis-3892	126	29	no	no	NOUN
fis-3892	126	30	.	.	PUNCT
fis-3892	127	1	specimen	speciman	NOUN
fis-3892	127	2	i	i	PROPN
fis-3892	127	3	d	d	PROPN
fis-3892	127	4	fc	fc	PROPN
fis-3892	127	5	'	'	PART
fis-3892	127	6	mpa	mpa	PROPN
fis-3892	127	7	e	e	PROPN
fis-3892	127	8	mm	mm	PROPN
fis-3892	127	9	cfrp	cfrp	PROPN
fis-3892	127	10	layers	layer	NOUN
fis-3892	127	11	tf	tf	PROPN
fis-3892	127	12	mm	mm	PROPN
fis-3892	127	13	cfrp	cfrp	PROPN
fis-3892	127	14	ratios	ratio	NOUN
fis-3892	127	15	%	%	NOUN
fis-3892	127	16	remarks	remark	VERB
fis-3892	127	17	1	1	NUM
fis-3892	127	18	c1a0	c1a0	ADP
fis-3892	127	19	30.12	30.12	NUM
fis-3892	127	20	0	0	NUM
fis-3892	127	21	0	0	NUM
fis-3892	127	22	0.166	0.166	NUM
fis-3892	127	23	0	0	NUM
fis-3892	127	24	validation	validation	NOUN
fis-3892	127	25	c2b0	c2b0	ADP
fis-3892	127	26	0	0	NUM
fis-3892	127	27	1	1	NUM
fis-3892	127	28	25	25	NUM
fis-3892	127	29	validation	validation	NOUN
fis-3892	127	30	c3d0	c3d0	NOUN
fis-3892	127	31	0	0	NUM
fis-3892	127	32	1	1	NUM
fis-3892	127	33	50	50	NUM
fis-3892	127	34	validation	validation	NOUN
fis-3892	127	35	c4e0	c4e0	NOUN
fis-3892	127	36	0	0	NUM
fis-3892	127	37	1	1	NUM
fis-3892	127	38	100	100	NUM
fis-3892	127	39	validation	validation	NOUN
fis-3892	128	1	2	2	NUM
fis-3892	128	2	c5a10	c5a10	SYM
fis-3892	128	3	10	10	NUM
fis-3892	128	4	0	0	NUM
fis-3892	128	5	0	0	NUM
fis-3892	128	6	c6a20	c6a20	NOUN
fis-3892	128	7	20	20	NUM
fis-3892	128	8	0	0	NUM
fis-3892	128	9	0	0	NUM
fis-3892	128	10	c7a30	c7a30	VERB
fis-3892	128	11	30	30	NUM
fis-3892	128	12	0	0	NUM
fis-3892	128	13	0	0	NUM
fis-3892	129	1	c8a40	c8a40	NOUN
fis-3892	129	2	40	40	NUM
fis-3892	129	3	0	0	NUM
fis-3892	129	4	0	0	NUM
fis-3892	129	5	c9a50	c9a50	VERB
fis-3892	129	6	50	50	NUM
fis-3892	129	7	0	0	NUM
fis-3892	129	8	0	0	NUM
fis-3892	129	9	3	3	NUM
fis-3892	129	10	c10b10	c10b10	NOUN
fis-3892	129	11	10	10	NUM
fis-3892	129	12	1	1	NUM
fis-3892	129	13	25	25	NUM
fis-3892	129	14	c11b20	c11b20	NOUN
fis-3892	129	15	20	20	NUM
fis-3892	129	16	1	1	NUM
fis-3892	129	17	25	25	NUM
fis-3892	129	18	c12b30	c12b30	NOUN
fis-3892	129	19	30	30	NUM
fis-3892	129	20	1	1	NUM
fis-3892	129	21	25	25	NUM
fis-3892	129	22	c13b40	c13b40	ADV
fis-3892	129	23	40	40	NUM
fis-3892	129	24	1	1	NUM
fis-3892	129	25	25	25	NUM
fis-3892	129	26	c14b50	c14b50	ADJ
fis-3892	129	27	50	50	NUM
fis-3892	129	28	1	1	NUM
fis-3892	129	29	25	25	NUM
fis-3892	129	30	4	4	NUM
fis-3892	129	31	c15d10	c15d10	PROPN
fis-3892	129	32	10	10	NUM
fis-3892	129	33	1	1	NUM
fis-3892	129	34	50	50	NUM
fis-3892	129	35	c16d20	c16d20	VERB
fis-3892	129	36	20	20	NUM
fis-3892	129	37	1	1	NUM
fis-3892	129	38	50	50	NUM
fis-3892	129	39	c17d30	c17d30	NOUN
fis-3892	129	40	30	30	NUM
fis-3892	129	41	1	1	NUM
fis-3892	129	42	50	50	NUM
fis-3892	129	43	c18d40	c18d40	NOUN
fis-3892	129	44	40	40	NUM
fis-3892	129	45	1	1	NUM
fis-3892	129	46	50	50	NUM
fis-3892	129	47	c19d50	c19d50	NOUN
fis-3892	129	48	50	50	NUM
fis-3892	129	49	1	1	NUM
fis-3892	129	50	50	50	NUM
fis-3892	129	51	5	5	NUM
fis-3892	129	52	c20e10	c20e10	NUM
fis-3892	129	53	10	10	NUM
fis-3892	129	54	1	1	NUM
fis-3892	129	55	100	100	NUM
fis-3892	129	56	c21e20	c21e20	NOUN
fis-3892	129	57	20	20	NUM
fis-3892	129	58	1	1	NUM
fis-3892	129	59	100	100	NUM
fis-3892	129	60	c22e30	c22e30	NOUN
fis-3892	129	61	30	30	NUM
fis-3892	129	62	1	1	NUM
fis-3892	129	63	100	100	NUM
fis-3892	129	64	c23e40	c23e40	ADV
fis-3892	129	65	40	40	NUM
fis-3892	129	66	1	1	NUM
fis-3892	129	67	100	100	NUM
fis-3892	129	68	c24e50	c24e50	NOUN
fis-3892	129	69	50	50	NUM
fis-3892	129	70	1	1	NUM
fis-3892	129	71	100	100	NUM
fis-3892	129	72	table	table	NOUN
fis-3892	129	73	7	7	NUM
fis-3892	129	74	:	:	PUNCT
fis-3892	129	75	details	detail	NOUN
fis-3892	129	76	of	of	ADP
fis-3892	129	77	numerical	numerical	ADJ
fis-3892	129	78	specimens	specimen	NOUN
fis-3892	129	79	.	.	PROPN
fis-3892	129	80	results	result	NOUN
fis-3892	129	81	and	and	CCONJ
fis-3892	129	82	discussion	discussion	NOUN
fis-3892	129	83	urrent	urrent	PROPN
fis-3892	129	84	numerical	numerical	PROPN
fis-3892	129	85	study	study	NOUN
fis-3892	129	86	of	of	ADP
fis-3892	129	87	eccentrically	eccentrically	ADV
fis-3892	129	88	loaded	load	VERB
fis-3892	129	89	circular	circular	ADJ
fis-3892	129	90	short	short	ADJ
fis-3892	129	91	reinforced	reinforce	VERB
fis-3892	129	92	concrete	concrete	ADJ
fis-3892	129	93	columns	column	NOUN
fis-3892	129	94	confined	confine	VERB
fis-3892	129	95	with	with	ADP
fis-3892	129	96	different	different	ADJ
fis-3892	129	97	cfrp	cfrp	NOUN
fis-3892	129	98	ratio	ratio	NOUN
fis-3892	129	99	was	be	AUX
fis-3892	129	100	performed	perform	VERB
fis-3892	129	101	using	use	VERB
fis-3892	129	102	the	the	DET
fis-3892	129	103	improved	improved	ADJ
fis-3892	129	104	cdp	cdp	NOUN
fis-3892	129	105	.	.	PUNCT
fis-3892	129	106	verification	verification	NOUN
fis-3892	129	107	of	of	ADP
fis-3892	129	108	numerical	numerical	ADJ
fis-3892	129	109	results	result	NOUN
fis-3892	129	110	the	the	DET
fis-3892	129	111	differences	difference	NOUN
fis-3892	129	112	between	between	ADP
fis-3892	129	113	numerical	numerical	ADJ
fis-3892	129	114	and	and	CCONJ
fis-3892	129	115	experimental	experimental	ADJ
fis-3892	129	116	data	datum	NOUN
fis-3892	130	1	[	[	X
fis-3892	130	2	43	43	NUM
fis-3892	130	3	]	]	PUNCT
fis-3892	130	4	are	be	AUX
fis-3892	130	5	shown	show	VERB
fis-3892	130	6	in	in	ADP
fis-3892	130	7	tab	tab	NOUN
fis-3892	130	8	.	.	PUNCT
fis-3892	131	1	8	8	NUM
fis-3892	131	2	.	.	PUNCT
fis-3892	132	1	the	the	DET
fis-3892	132	2	concentric	concentric	ADJ
fis-3892	132	3	load	load	NOUN
fis-3892	132	4	–	–	PUNCT
fis-3892	132	5	longitudinal	longitudinal	ADJ
fis-3892	132	6	displacement	displacement	NOUN
fis-3892	132	7	and	and	CCONJ
fis-3892	132	8	concentric	concentric	ADJ
fis-3892	132	9	load	load	NOUN
fis-3892	132	10	lateral	lateral	ADJ
fis-3892	132	11	strain	strain	NOUN
fis-3892	132	12	at	at	ADP
fis-3892	132	13	columns	column	NOUN
fis-3892	132	14	midpoint	midpoint	NOUN
fis-3892	132	15	curves	curve	NOUN
fis-3892	132	16	of	of	ADP
fis-3892	132	17	specimens	specimen	NOUN
fis-3892	132	18	in	in	ADP
fis-3892	132	19	group	group	NOUN
fis-3892	132	20	1	1	NUM
fis-3892	132	21	(	(	PUNCT
fis-3892	132	22	c1a0	c1a0	NOUN
fis-3892	132	23	,	,	PUNCT
fis-3892	132	24	c2b0	c2b0	ADP
fis-3892	132	25	,	,	PUNCT
fis-3892	132	26	c3d0	c3d0	NOUN
fis-3892	132	27	,	,	PUNCT
fis-3892	132	28	and	and	CCONJ
fis-3892	132	29	c4e0	c4e0	NOUN
fis-3892	132	30	)	)	PUNCT
fis-3892	132	31	obtained	obtain	VERB
fis-3892	132	32	from	from	ADP
fis-3892	132	33	the	the	DET
fis-3892	132	34	fe	fe	NOUN
fis-3892	132	35	analysis	analysis	NOUN
fis-3892	132	36	along	along	ADP
fis-3892	132	37	with	with	ADP
fis-3892	132	38	the	the	DET
fis-3892	132	39	experimental	experimental	ADJ
fis-3892	132	40	data	datum	NOUN
fis-3892	132	41	[	[	X
fis-3892	132	42	43	43	NUM
fis-3892	132	43	]	]	PUNCT
fis-3892	132	44	are	be	AUX
fis-3892	132	45	compared	compare	VERB
fis-3892	132	46	in	in	ADP
fis-3892	132	47	fig	fig	NOUN
fis-3892	132	48	.	.	PUNCT
fis-3892	133	1	5	5	NUM
fis-3892	133	2	and	and	CCONJ
fis-3892	133	3	fig	fig	NOUN
fis-3892	133	4	.	.	PUNCT
fis-3892	134	1	6	6	NUM
fis-3892	134	2	.	.	PUNCT
fis-3892	134	3	these	these	DET
fis-3892	134	4	figures	figure	NOUN
fis-3892	134	5	illustrate	illustrate	VERB
fis-3892	134	6	that	that	SCONJ
fis-3892	134	7	the	the	DET
fis-3892	134	8	fe	fe	PROPN
fis-3892	134	9	model	model	NOUN
fis-3892	134	10	and	and	CCONJ
fis-3892	134	11	the	the	DET
fis-3892	134	12	experimental	experimental	ADJ
fis-3892	134	13	data	datum	NOUN
fis-3892	134	14	were	be	AUX
fis-3892	134	15	good	good	ADJ
fis-3892	134	16	similar	similar	ADJ
fis-3892	134	17	.	.	PUNCT
fis-3892	135	1	it	it	PRON
fis-3892	135	2	can	can	AUX
fis-3892	135	3	be	be	AUX
fis-3892	135	4	seen	see	VERB
fis-3892	135	5	that	that	SCONJ
fis-3892	135	6	the	the	DET
fis-3892	135	7	ratio	ratio	NOUN
fis-3892	135	8	of	of	ADP
fis-3892	135	9	the	the	DET
fis-3892	135	10	numerical	numerical	ADJ
fis-3892	135	11	to	to	ADP
fis-3892	135	12	experimental	experimental	ADJ
fis-3892	135	13	axial	axial	ADJ
fis-3892	135	14	compressive	compressive	ADJ
fis-3892	135	15	strength	strength	NOUN
fis-3892	135	16	(	(	PUNCT
fis-3892	135	17	pnum	pnum	PROPN
fis-3892	135	18	.	.	PUNCT
fis-3892	135	19	/	/	SYM
fis-3892	135	20	pexp	pexp	PROPN
fis-3892	135	21	)	)	PUNCT
fis-3892	135	22	,	,	PUNCT
fis-3892	135	23	maximum	maximum	ADJ
fis-3892	135	24	longitudinal	longitudinal	ADJ
fis-3892	135	25	displacement	displacement	NOUN
fis-3892	135	26	(	(	PUNCT
fis-3892	135	27	δ	δ	PROPN
fis-3892	135	28	num	num	PROPN
fis-3892	135	29	/	/	SYM
fis-3892	135	30	δ	δ	PROPN
fis-3892	135	31	exp	exp	NOUN
fis-3892	135	32	)	)	PUNCT
fis-3892	135	33	and	and	CCONJ
fis-3892	135	34	lateral	lateral	ADJ
fis-3892	135	35	strain	strain	NOUN
fis-3892	135	36	(	(	PUNCT
fis-3892	135	37	εexp	εexp	NOUN
fis-3892	135	38	/	/	SYM
fis-3892	135	39	εnum	εnum	ADJ
fis-3892	135	40	)	)	PUNCT
fis-3892	135	41	ranges	range	NOUN
fis-3892	135	42	between	between	ADP
fis-3892	135	43	(	(	PUNCT
fis-3892	135	44	0.91	0.91	NUM
fis-3892	135	45	-	-	PUNCT
fis-3892	135	46	0.97	0.97	NUM
fis-3892	135	47	)	)	PUNCT
fis-3892	135	48	,	,	PUNCT
fis-3892	135	49	(	(	PUNCT
fis-3892	135	50	0.98	0.98	NUM
fis-3892	135	51	-	-	SYM
fis-3892	135	52	1.03	1.03	NUM
fis-3892	135	53	)	)	PUNCT
fis-3892	135	54	and	and	CCONJ
fis-3892	135	55	(	(	PUNCT
fis-3892	135	56	1.01	1.01	NUM
fis-3892	135	57	-	-	SYM
fis-3892	135	58	1.10	1.10	NUM
fis-3892	135	59	)	)	PUNCT
fis-3892	135	60	respectively	respectively	ADV
fis-3892	135	61	.	.	PUNCT
fis-3892	136	1	figs	fig	NOUN
fis-3892	136	2	.	.	PUNCT
fis-3892	137	1	7	7	NUM
fis-3892	137	2	show	show	VERB
fis-3892	137	3	the	the	DET
fis-3892	137	4	comparisons	comparison	NOUN
fis-3892	137	5	between	between	ADP
fis-3892	137	6	numerical	numerical	ADJ
fis-3892	137	7	plastic	plastic	NOUN
fis-3892	137	8	strain	strain	NOUN
fis-3892	137	9	and	and	CCONJ
fis-3892	137	10	experimental	experimental	ADJ
fis-3892	137	11	mode	mode	NOUN
fis-3892	137	12	of	of	ADP
fis-3892	137	13	failure	failure	NOUN
fis-3892	137	14	[	[	X
fis-3892	137	15	43	43	NUM
fis-3892	137	16	]	]	PUNCT
fis-3892	137	17	.	.	PUNCT
fis-3892	138	1	also	also	ADV
fis-3892	138	2	,	,	PUNCT
fis-3892	138	3	fig	fig	NOUN
fis-3892	138	4	.	.	PUNCT
fis-3892	138	5	7	7	NUM
fis-3892	138	6	shows	show	VERB
fis-3892	138	7	the	the	DET
fis-3892	138	8	experimental	experimental	ADJ
fis-3892	138	9	and	and	CCONJ
fis-3892	138	10	numerical	numerical	ADJ
fis-3892	138	11	damage	damage	NOUN
fis-3892	138	12	for	for	ADP
fis-3892	138	13	verified	verify	VERB
fis-3892	138	14	specimens	specimen	NOUN
fis-3892	138	15	under	under	ADP
fis-3892	138	16	concentric	concentric	ADJ
fis-3892	138	17	load	load	NOUN
fis-3892	138	18	.	.	PUNCT
fis-3892	139	1	tab	tab	NOUN
fis-3892	139	2	.	.	PUNCT
fis-3892	139	3	9	9	NUM
fis-3892	139	4	summarized	summarize	VERB
fis-3892	139	5	the	the	DET
fis-3892	139	6	numerical	numerical	ADJ
fis-3892	139	7	results	result	NOUN
fis-3892	139	8	.	.	PUNCT
fis-3892	140	1	group	group	NOUN
fis-3892	140	2	no	no	INTJ
fis-3892	140	3	.	.	PUNCT
fis-3892	141	1	specimen	speciman	NOUN
fis-3892	142	1	i	i	NOUN
fis-3892	142	2	d	d	PROPN
fis-3892	142	3	experimental	experimental	ADJ
fis-3892	142	4	values	value	NOUN
fis-3892	142	5	of	of	ADP
fis-3892	142	6	the	the	DET
fis-3892	142	7	axial	axial	ADJ
fis-3892	142	8	compressive	compressive	ADJ
fis-3892	142	9	strength	strength	NOUN
fis-3892	142	10	(	(	PUNCT
fis-3892	142	11	kn	kn	PROPN
fis-3892	142	12	)	)	PUNCT
fis-3892	142	13	numerical	numerical	ADJ
fis-3892	142	14	values	value	NOUN
fis-3892	142	15	of	of	ADP
fis-3892	142	16	the	the	DET
fis-3892	142	17	axial	axial	ADJ
fis-3892	142	18	compressive	compressive	ADJ
fis-3892	142	19	strength	strength	NOUN
fis-3892	142	20	(	(	PUNCT
fis-3892	142	21	kn	kn	PROPN
fis-3892	142	22	)	)	PUNCT
fis-3892	142	23	pnum	pnum	PROPN
fis-3892	142	24	/	/	SYM
fis-3892	142	25	pexp	pexp	PROPN
fis-3892	142	26	max	max	PROPN
fis-3892	142	27	.	.	PUNCT
fis-3892	143	1	experimental	experimental	ADJ
fis-3892	143	2	longitudinal	longitudinal	ADJ
fis-3892	143	3	displacement	displacement	NOUN
fis-3892	143	4	(	(	PUNCT
fis-3892	143	5	mm	mm	NOUN
fis-3892	143	6	)	)	PUNCT
fis-3892	143	7	max	max	PROPN
fis-3892	143	8	.	.	PROPN
fis-3892	144	1	numerical	numerical	PROPN
fis-3892	144	2	longitudinal	longitudinal	ADJ
fis-3892	144	3	displacement	displacement	NOUN
fis-3892	144	4	(	(	PUNCT
fis-3892	144	5	mm	mm	NOUN
fis-3892	144	6	)	)	PUNCT
fis-3892	144	7	δnum	δnum	ADJ
fis-3892	144	8	/	/	SYM
fis-3892	144	9	δexp	δexp	NOUN
fis-3892	144	10	experimental	experimental	ADJ
fis-3892	144	11	lateral	lateral	ADJ
fis-3892	144	12	strain	strain	NOUN
fis-3892	144	13	(	(	PUNCT
fis-3892	144	14	mm	mm	NOUN
fis-3892	144	15	/	/	SYM
fis-3892	144	16	mm	mm	PROPN
fis-3892	144	17	)	)	PUNCT
fis-3892	144	18	numerical	numerical	ADJ
fis-3892	144	19	lateral	lateral	ADJ
fis-3892	144	20	strain	strain	NOUN
fis-3892	144	21	(	(	PUNCT
fis-3892	144	22	mm	mm	NOUN
fis-3892	144	23	/	/	SYM
fis-3892	144	24	mm	mm	PROPN
fis-3892	144	25	)	)	PUNCT
fis-3892	144	26	εexp	εexp	NOUN
fis-3892	144	27	/	/	SYM
fis-3892	144	28	εnum	εnum	ADJ
fis-3892	144	29	1	1	NUM
fis-3892	144	30	c1a0	c1a0	NUM
fis-3892	144	31	482	482	NUM
fis-3892	144	32	467.6	467.6	NUM
fis-3892	144	33	0.97	0.97	NUM
fis-3892	144	34	5.6	5.6	NUM
fis-3892	144	35	5.66	5.66	NUM
fis-3892	144	36	1.01	1.01	NUM
fis-3892	144	37	0.0011	0.0011	NUM
fis-3892	144	38	0.0010	0.0010	NUM
fis-3892	144	39	1.10	1.10	NUM
fis-3892	144	40	c2b0	c2b0	ADP
fis-3892	144	41	633	633	NUM
fis-3892	144	42	576.2	576.2	NUM
fis-3892	144	43	0.91	0.91	NUM
fis-3892	144	44	4.11	4.11	NUM
fis-3892	144	45	4.12	4.12	NUM
fis-3892	144	46	1.00	1.00	NUM
fis-3892	144	47	0.00245	0.00245	NUM
fis-3892	144	48	0.0024	0.0024	NUM
fis-3892	144	49	1.02	1.02	NUM
fis-3892	144	50	c3d0	c3d0	ADP
fis-3892	144	51	721	721	NUM
fis-3892	144	52	672.1	672.1	NUM
fis-3892	144	53	0.93	0.93	NUM
fis-3892	144	54	4.2	4.2	NUM
fis-3892	144	55	4.12	4.12	NUM
fis-3892	144	56	0.98	0.98	NUM
fis-3892	144	57	0.00353	0.00353	NUM
fis-3892	144	58	0.0035	0.0035	NUM
fis-3892	144	59	1.01	1.01	NUM
fis-3892	144	60	c4e0	c4e0	NOUN
fis-3892	144	61	875	875	NUM
fis-3892	144	62	823.7	823.7	NUM
fis-3892	144	63	0.94	0.94	NUM
fis-3892	144	64	3.81	3.81	NUM
fis-3892	144	65	3.92	3.92	NUM
fis-3892	144	66	1.03	1.03	NUM
fis-3892	144	67	0.00295	0.00295	NUM
fis-3892	144	68	0.0029	0.0029	NUM
fis-3892	144	69	1.02	1.02	NUM
fis-3892	144	70	table	table	NOUN
fis-3892	144	71	8	8	NUM
fis-3892	144	72	:	:	PUNCT
fis-3892	144	73	comparisons	comparison	NOUN
fis-3892	144	74	between	between	ADP
fis-3892	144	75	numerical	numerical	ADJ
fis-3892	144	76	and	and	CCONJ
fis-3892	144	77	experimental	experimental	ADJ
fis-3892	144	78	results	result	NOUN
fis-3892	144	79	[	[	X
fis-3892	144	80	43	43	NUM
fis-3892	144	81	]	]	PUNCT
fis-3892	144	82	.	.	PUNCT
fis-3892	145	1	c	c	PROPN
fis-3892	145	2	i.	i.	PROPN
fis-3892	145	3	harba	harba	PROPN
fis-3892	145	4	et	et	PROPN
fis-3892	145	5	alii	alii	PROPN
fis-3892	145	6	,	,	PUNCT
fis-3892	145	7	frattura	frattura	PROPN
fis-3892	145	8	ed	ed	PROPN
fis-3892	145	9	integrità	integrità	PROPN
fis-3892	145	10	strutturale	strutturale	PROPN
fis-3892	145	11	,	,	PUNCT
fis-3892	145	12	63	63	NUM
fis-3892	145	13	(	(	PUNCT
fis-3892	145	14	2023	2023	NUM
fis-3892	145	15	)	)	PUNCT
fis-3892	145	16	190	190	NUM
fis-3892	145	17	-	-	SYM
fis-3892	145	18	205	205	NUM
fis-3892	145	19	;	;	PUNCT
fis-3892	145	20	doi	doi	NOUN
fis-3892	145	21	:	:	PUNCT
fis-3892	145	22	10.3221	10.3221	NUM
fis-3892	145	23	/	/	SYM
fis-3892	145	24	igf	igf	PROPN
fis-3892	145	25	-	-	PROPN
fis-3892	145	26	esis.63.16	esis.63.16	PROPN
fis-3892	145	27	197	197	NUM
fis-3892	145	28	figure	figure	NOUN
fis-3892	145	29	5	5	NUM
fis-3892	145	30	:	:	PUNCT
fis-3892	145	31	the	the	DET
fis-3892	145	32	experimental	experimental	ADJ
fis-3892	145	33	and	and	CCONJ
fis-3892	145	34	numerical	numerical	ADJ
fis-3892	145	35	concentric	concentric	ADJ
fis-3892	145	36	load	load	NOUN
fis-3892	145	37	–	–	PUNCT
fis-3892	145	38	longitudinal	longitudinal	ADJ
fis-3892	145	39	displacement	displacement	ADJ
fis-3892	145	40	curves	curve	NOUN
fis-3892	145	41	for	for	ADP
fis-3892	145	42	group	group	NOUN
fis-3892	145	43	1	1	NUM
fis-3892	145	44	.	.	PUNCT
fis-3892	145	45	figure	figure	VERB
fis-3892	145	46	6	6	NUM
fis-3892	145	47	:	:	PUNCT
fis-3892	145	48	the	the	DET
fis-3892	145	49	experimental	experimental	ADJ
fis-3892	145	50	and	and	CCONJ
fis-3892	145	51	numerical	numerical	ADJ
fis-3892	145	52	concentric	concentric	ADJ
fis-3892	145	53	load	load	NOUN
fis-3892	145	54	lateral	lateral	ADJ
fis-3892	145	55	strain	strain	NOUN
fis-3892	145	56	at	at	ADP
fis-3892	145	57	columns	column	NOUN
fis-3892	145	58	midpoint	midpoint	NOUN
fis-3892	145	59	curves	curve	NOUN
fis-3892	145	60	for	for	ADP
fis-3892	145	61	group	group	NOUN
fis-3892	145	62	1	1	NUM
fis-3892	145	63	.	.	PUNCT
fis-3892	145	64	i.	i.	PROPN
fis-3892	145	65	harba	harba	PROPN
fis-3892	145	66	et	et	PROPN
fis-3892	145	67	alii	alii	PROPN
fis-3892	145	68	,	,	PUNCT
fis-3892	145	69	frattura	frattura	PROPN
fis-3892	145	70	ed	ed	PROPN
fis-3892	145	71	integrità	integrità	PROPN
fis-3892	145	72	strutturale	strutturale	PROPN
fis-3892	145	73	,	,	PUNCT
fis-3892	145	74	63	63	NUM
fis-3892	145	75	(	(	PUNCT
fis-3892	145	76	2023	2023	NUM
fis-3892	145	77	)	)	PUNCT
fis-3892	145	78	190	190	NUM
fis-3892	145	79	-	-	SYM
fis-3892	145	80	205	205	NUM
fis-3892	145	81	;	;	PUNCT
fis-3892	145	82	doi	doi	NOUN
fis-3892	145	83	:	:	PUNCT
fis-3892	145	84	10.3221	10.3221	NUM
fis-3892	145	85	/	/	SYM
fis-3892	145	86	igf	igf	PROPN
fis-3892	145	87	-	-	PROPN
fis-3892	145	88	esis.63.16	esis.63.16	PROPN
fis-3892	145	89	198	198	NUM
fis-3892	145	90	figure	figure	NOUN
fis-3892	145	91	7	7	NUM
fis-3892	145	92	:	:	PUNCT
fis-3892	145	93	the	the	DET
fis-3892	145	94	experimental	experimental	ADJ
fis-3892	145	95	and	and	CCONJ
fis-3892	145	96	numerical	numerical	ADJ
fis-3892	145	97	damage	damage	NOUN
fis-3892	145	98	for	for	ADP
fis-3892	145	99	verified	verify	VERB
fis-3892	145	100	specimens	specimen	NOUN
fis-3892	145	101	under	under	ADP
fis-3892	145	102	concentric	concentric	ADJ
fis-3892	145	103	load	load	NOUN
fis-3892	145	104	.	.	PUNCT
fis-3892	146	1	group	group	NOUN
fis-3892	146	2	no	no	INTJ
fis-3892	146	3	.	.	PUNCT
fis-3892	147	1	specimen	speciman	NOUN
fis-3892	147	2	i	i	PROPN
fis-3892	147	3	d	d	PROPN
fis-3892	147	4	numerical	numerical	ADJ
fis-3892	147	5	values	value	NOUN
fis-3892	147	6	of	of	ADP
fis-3892	147	7	the	the	DET
fis-3892	147	8	axial	axial	ADJ
fis-3892	147	9	compressive	compressive	ADJ
fis-3892	147	10	strength	strength	NOUN
fis-3892	147	11	(	(	PUNCT
fis-3892	147	12	kn	kn	PROPN
fis-3892	147	13	)	)	PUNCT
fis-3892	147	14	numerical	numerical	ADJ
fis-3892	147	15	values	value	NOUN
fis-3892	147	16	of	of	ADP
fis-3892	147	17	the	the	DET
fis-3892	147	18	deflection	deflection	NOUN
fis-3892	147	19	(	(	PUNCT
fis-3892	147	20	mm	mm	NOUN
fis-3892	147	21	)	)	PUNCT
fis-3892	147	22	lateral	lateral	ADJ
fis-3892	147	23	strain	strain	NOUN
fis-3892	147	24	mm	mm	PROPN
fis-3892	147	25	/	/	SYM
fis-3892	147	26	mm	mm	PROPN
fis-3892	147	27	decrease	decrease	NOUN
fis-3892	147	28	in	in	ADP
fis-3892	147	29	load	load	NOUN
fis-3892	147	30	%	%	NOUN
fis-3892	147	31	pexp	pexp	NOUN
fis-3892	147	32	/	/	SYM
fis-3892	147	33	pnum	pnum	ADJ
fis-3892	147	34	pnum	pnum	ADJ
fis-3892	147	35	/	/	SYM
fis-3892	147	36	pexp	pexp	PROPN
fis-3892	147	37	2	2	NUM
fis-3892	147	38	c5a10	c5a10	SYM
fis-3892	147	39	426.24	426.24	NUM
fis-3892	147	40	7.84	7.84	NUM
fis-3892	147	41	0.0013	0.0013	NUM
fis-3892	147	42	11.6	11.6	NUM
fis-3892	147	43	1.13	1.13	NUM
fis-3892	147	44	0.885	0.885	NUM
fis-3892	147	45	c6a20	c6a20	PROPN
fis-3892	148	1	345.58	345.58	NUM
fis-3892	148	2	10.51	10.51	NUM
fis-3892	148	3	0.0039	0.0039	NUM
fis-3892	148	4	28.3	28.3	NUM
fis-3892	148	5	1.39	1.39	NUM
fis-3892	148	6	0.719	0.719	NUM
fis-3892	148	7	c7a30	c7a30	VERB
fis-3892	148	8	231.25	231.25	NUM
fis-3892	148	9	12.88	12.88	NUM
fis-3892	148	10	0.0057	0.0057	NUM
fis-3892	148	11	52.0	52.0	NUM
fis-3892	148	12	2.08	2.08	NUM
fis-3892	148	13	0.481	0.481	NUM
fis-3892	148	14	c8a40	c8a40	NOUN
fis-3892	148	15	133.75	133.75	NUM
fis-3892	148	16	15.85	15.85	NUM
fis-3892	148	17	0.0084	0.0084	NUM
fis-3892	148	18	72.3	72.3	NUM
fis-3892	148	19	3.60	3.60	NUM
fis-3892	148	20	0.278	0.278	NUM
fis-3892	148	21	c9a50	c9a50	VERB
fis-3892	148	22	83.12	83.12	NUM
fis-3892	148	23	25.95	25.95	NUM
fis-3892	148	24	0.0170	0.0170	NUM
fis-3892	148	25	82.8	82.8	NUM
fis-3892	148	26	5.49	5.49	NUM
fis-3892	148	27	0.182	0.182	NUM
fis-3892	148	28	3	3	NUM
fis-3892	148	29	c10b10	c10b10	NOUN
fis-3892	148	30	560.55	560.55	NUM
fis-3892	148	31	5.31	5.31	NUM
fis-3892	148	32	0.0041	0.0041	NUM
fis-3892	148	33	11	11	NUM
fis-3892	148	34	.	.	PUNCT
fis-3892	148	35	4	4	NUM
fis-3892	148	36	1.12	1.12	NUM
fis-3892	148	37	0.886	0.886	NUM
fis-3892	148	38	c11b20	c11b20	VERB
fis-3892	148	39	523.49	523.49	NUM
fis-3892	148	40	6.65	6.65	NUM
fis-3892	148	41	0.0056	0.0056	NUM
fis-3892	148	42	17.3	17.3	NUM
fis-3892	148	43	1.21	1.21	NUM
fis-3892	148	44	0.827	0.827	NUM
fis-3892	148	45	c12b30	c12b30	NOUN
fis-3892	148	46	490.58	490.58	NUM
fis-3892	148	47	8.39	8.39	NUM
fis-3892	148	48	0.0072	0.0072	NUM
fis-3892	148	49	22.5	22.5	NUM
fis-3892	148	50	1.29	1.29	NUM
fis-3892	148	51	0.775	0.775	NUM
fis-3892	148	52	c13b40	c13b40	NOUN
fis-3892	148	53	443.73	443.73	NUM
fis-3892	148	54	10.10	10.10	NUM
fis-3892	148	55	0.0089	0.0089	NUM
fis-3892	148	56	29.9	29.9	NUM
fis-3892	148	57	1.43	1.43	NUM
fis-3892	148	58	0.700	0.700	NUM
fis-3892	148	59	c14b50	c14b50	ADJ
fis-3892	148	60	400.69	400.69	NUM
fis-3892	148	61	11.89	11.89	NUM
fis-3892	148	62	0.0109	0.0109	NUM
fis-3892	148	63	36.7	36.7	NUM
fis-3892	148	64	1.58	1.58	NUM
fis-3892	148	65	0.633	0.633	NUM
fis-3892	148	66	4	4	NUM
fis-3892	148	67	c15d10	c15d10	PROPN
fis-3892	148	68	656.69	656.69	NUM
fis-3892	148	69	5.11	5.11	NUM
fis-3892	148	70	0.0054	0.0054	NUM
fis-3892	148	71	8.9	8.9	NUM
fis-3892	148	72	1.09	1.09	NUM
fis-3892	148	73	0.911	0.911	NUM
fis-3892	148	74	c16d20	c16d20	VERB
fis-3892	148	75	638.04	638.04	NUM
fis-3892	148	76	6.71	6.71	NUM
fis-3892	148	77	0.0083	0.0083	NUM
fis-3892	148	78	11.5	11.5	NUM
fis-3892	148	79	1.13	1.13	NUM
fis-3892	148	80	0.885	0.885	NUM
fis-3892	148	81	c17d30	c17d30	NOUN
fis-3892	148	82	601.31	601.31	NUM
fis-3892	148	83	8.07	8.07	NUM
fis-3892	148	84	0.0104	0.0104	NUM
fis-3892	148	85	16.6	16.6	NUM
fis-3892	148	86	1.20	1.20	NUM
fis-3892	148	87	0.834	0.834	NUM
fis-3892	148	88	c18d40	c18d40	ADP
fis-3892	148	89	575.36	575.36	NUM
fis-3892	148	90	10.48	10.48	NUM
fis-3892	148	91	0.0142	0.0142	NUM
fis-3892	148	92	20.2	20.2	NUM
fis-3892	148	93	1.25	1.25	NUM
fis-3892	148	94	0.798	0.798	NUM
fis-3892	148	95	c19d50	c19d50	NOUN
fis-3892	148	96	540.12	540.12	NUM
fis-3892	148	97	13.17	13.17	NUM
fis-3892	148	98	0.0178	0.0178	NUM
fis-3892	148	99	25.1	25.1	NUM
fis-3892	148	100	1.33	1.33	NUM
fis-3892	148	101	0.749	0.749	NUM
fis-3892	148	102	5	5	NUM
fis-3892	148	103	c20e10	c20e10	PRON
fis-3892	148	104	797.07	797.07	NUM
fis-3892	148	105	8.63	8.63	NUM
fis-3892	148	106	0.025	0.025	NUM
fis-3892	148	107	8.9	8.9	NUM
fis-3892	148	108	1.09	1.09	NUM
fis-3892	148	109	0.911	0.911	NUM
fis-3892	148	110	c21e20	c21e20	NOUN
fis-3892	148	111	783.22	783.22	NUM
fis-3892	148	112	13.88	13.88	NUM
fis-3892	148	113	0.059	0.059	NUM
fis-3892	148	114	10.5	10.5	NUM
fis-3892	148	115	1.11	1.11	NUM
fis-3892	148	116	0.895	0.895	NUM
fis-3892	148	117	c22e30	c22e30	NOUN
fis-3892	148	118	758.99	758.99	NUM
fis-3892	148	119	17.85	17.85	NUM
fis-3892	148	120	0.097	0.097	NUM
fis-3892	148	121	13.3	13.3	NUM
fis-3892	148	122	1.15	1.15	NUM
fis-3892	148	123	0.867	0.867	NUM
fis-3892	148	124	c23e40	c23e40	ADV
fis-3892	148	125	715.27	715.27	NUM
fis-3892	148	126	20.11	20.11	NUM
fis-3892	148	127	0.146	0.146	NUM
fis-3892	148	128	18.3	18.3	NUM
fis-3892	148	129	1.22	1.22	NUM
fis-3892	148	130	0.817	0.817	NUM
fis-3892	148	131	c24e50	c24e50	NOUN
fis-3892	148	132	685.27	685.27	NUM
fis-3892	148	133	25.79	25.79	NUM
fis-3892	148	134	0.217	0.217	NUM
fis-3892	148	135	21.7	21.7	NUM
fis-3892	148	136	1.28	1.28	NUM
fis-3892	148	137	0.783	0.783	NUM
fis-3892	148	138	table	table	NOUN
fis-3892	148	139	9	9	NUM
fis-3892	148	140	:	:	PUNCT
fis-3892	148	141	numerical	numerical	ADJ
fis-3892	148	142	results	result	NOUN
fis-3892	148	143	.	.	PUNCT
fis-3892	149	1	i.	i.	PROPN
fis-3892	149	2	harba	harba	PROPN
fis-3892	149	3	et	et	PROPN
fis-3892	149	4	alii	alii	PROPN
fis-3892	149	5	,	,	PUNCT
fis-3892	149	6	frattura	frattura	PROPN
fis-3892	149	7	ed	ed	PROPN
fis-3892	149	8	integrità	integrità	PROPN
fis-3892	149	9	strutturale	strutturale	PROPN
fis-3892	149	10	,	,	PUNCT
fis-3892	149	11	63	63	NUM
fis-3892	149	12	(	(	PUNCT
fis-3892	149	13	2023	2023	NUM
fis-3892	149	14	)	)	PUNCT
fis-3892	149	15	190	190	NUM
fis-3892	149	16	-	-	SYM
fis-3892	149	17	205	205	NUM
fis-3892	149	18	;	;	PUNCT
fis-3892	149	19	doi	doi	NOUN
fis-3892	149	20	:	:	PUNCT
fis-3892	149	21	10.3221	10.3221	NUM
fis-3892	149	22	/	/	SYM
fis-3892	149	23	igf	igf	PROPN
fis-3892	149	24	-	-	PROPN
fis-3892	149	25	esis.63.16	esis.63.16	PROPN
fis-3892	149	26	199	199	NUM
fis-3892	149	27	the	the	DET
fis-3892	149	28	numerical	numerical	ADJ
fis-3892	149	29	approach	approach	NOUN
fis-3892	149	30	is	be	AUX
fis-3892	149	31	demonstrated	demonstrate	VERB
fis-3892	149	32	to	to	PART
fis-3892	149	33	be	be	AUX
fis-3892	149	34	capable	capable	ADJ
fis-3892	149	35	of	of	ADP
fis-3892	149	36	accurately	accurately	ADV
fis-3892	149	37	forecasting	forecast	VERB
fis-3892	149	38	the	the	DET
fis-3892	149	39	load	load	NOUN
fis-3892	149	40	carrying	carry	VERB
fis-3892	149	41	capacity	capacity	NOUN
fis-3892	149	42	,	,	PUNCT
fis-3892	149	43	maximum	maximum	ADJ
fis-3892	149	44	longitudinal	longitudinal	ADJ
fis-3892	149	45	displacement	displacement	NOUN
fis-3892	149	46	,	,	PUNCT
fis-3892	149	47	lateral	lateral	ADJ
fis-3892	149	48	strain	strain	NOUN
fis-3892	149	49	and	and	CCONJ
fis-3892	149	50	failure	failure	NOUN
fis-3892	149	51	mode	mode	NOUN
fis-3892	149	52	of	of	ADP
fis-3892	149	53	the	the	DET
fis-3892	149	54	test	test	NOUN
fis-3892	149	55	columns	column	NOUN
fis-3892	149	56	.	.	PUNCT
fis-3892	150	1	since	since	SCONJ
fis-3892	150	2	the	the	DET
fis-3892	150	3	error	error	NOUN
fis-3892	150	4	in	in	ADP
fis-3892	150	5	the	the	DET
fis-3892	150	6	specimens	specimen	NOUN
fis-3892	150	7	are	be	AUX
fis-3892	150	8	within	within	ADP
fis-3892	150	9	10	10	NUM
fis-3892	150	10	%	%	NOUN
fis-3892	150	11	.	.	PUNCT
fis-3892	151	1	this	this	DET
fis-3892	151	2	result	result	NOUN
fis-3892	151	3	is	be	AUX
fis-3892	151	4	consistent	consistent	ADJ
fis-3892	151	5	with	with	ADP
fis-3892	151	6	yu	yu	PROPN
fis-3892	151	7	et	et	PROPN
fis-3892	151	8	al	al	PROPN
fis-3892	151	9	.	.	PUNCT
fis-3892	152	1	[	[	X
fis-3892	152	2	36	36	NUM
fis-3892	152	3	]	]	PUNCT
fis-3892	152	4	findings	finding	NOUN
fis-3892	152	5	.	.	PUNCT
fis-3892	153	1	this	this	DET
fis-3892	153	2	error	error	NOUN
fis-3892	153	3	is	be	AUX
fis-3892	153	4	caused	cause	VERB
fis-3892	153	5	by	by	ADP
fis-3892	153	6	effective	effective	ADJ
fis-3892	153	7	confining	confining	NOUN
fis-3892	153	8	stress	stress	NOUN
fis-3892	153	9	used	use	VERB
fis-3892	153	10	define	define	VERB
fis-3892	153	11	stress	stress	NOUN
fis-3892	153	12	in	in	ADP
fis-3892	153	13	concrete	concrete	NOUN
fis-3892	153	14	under	under	ADP
fis-3892	153	15	non	non	ADJ
fis-3892	153	16	-	-	ADJ
fis-3892	153	17	uniform	uniform	ADJ
fis-3892	153	18	confinement	confinement	NOUN
fis-3892	153	19	.	.	PUNCT
fis-3892	154	1	yu	yu	PROPN
fis-3892	154	2	et	et	PROPN
fis-3892	154	3	al	al	PROPN
fis-3892	154	4	.	.	PUNCT
fis-3892	155	1	[	[	X
fis-3892	155	2	39	39	NUM
fis-3892	155	3	]	]	PUNCT
fis-3892	155	4	calculated	calculate	VERB
fis-3892	155	5	this	this	PRON
fis-3892	155	6	using	use	VERB
fis-3892	155	7	data	datum	NOUN
fis-3892	155	8	from	from	ADP
fis-3892	155	9	experimental	experimental	ADJ
fis-3892	155	10	programs	program	NOUN
fis-3892	155	11	done	do	VERB
fis-3892	155	12	four	four	NUM
fis-3892	155	13	decades	decade	NOUN
fis-3892	155	14	ago	ago	ADV
fis-3892	155	15	.	.	PUNCT
fis-3892	156	1	effect	effect	NOUN
fis-3892	156	2	of	of	ADP
fis-3892	156	3	load	load	NOUN
fis-3892	156	4	eccentricity	eccentricity	NOUN
fis-3892	156	5	and	and	CCONJ
fis-3892	156	6	cfrp	cfrp	NOUN
fis-3892	156	7	ratio	ratio	NOUN
fis-3892	156	8	of	of	ADP
fis-3892	156	9	confinement	confinement	NOUN
fis-3892	156	10	on	on	ADP
fis-3892	156	11	load	load	NOUN
fis-3892	156	12	carrying	carry	VERB
fis-3892	156	13	capacity	capacity	NOUN
fis-3892	156	14	of	of	ADP
fis-3892	156	15	columns	column	NOUN
fis-3892	156	16	specimens	specimen	NOUN
fis-3892	156	17	to	to	PART
fis-3892	156	18	investigate	investigate	VERB
fis-3892	156	19	the	the	DET
fis-3892	156	20	degradation	degradation	NOUN
fis-3892	156	21	of	of	ADP
fis-3892	156	22	axial	axial	ADJ
fis-3892	156	23	strength	strength	NOUN
fis-3892	156	24	affected	affect	VERB
fis-3892	156	25	by	by	ADP
fis-3892	156	26	load	load	NOUN
fis-3892	156	27	eccentricity	eccentricity	NOUN
fis-3892	156	28	,	,	PUNCT
fis-3892	156	29	the	the	DET
fis-3892	156	30	factor	factor	NOUN
fis-3892	156	31	of	of	ADP
fis-3892	156	32	strength	strength	NOUN
fis-3892	156	33	ne	ne	PROPN
fis-3892	156	34	/	/	NOUN
fis-3892	156	35	nco	nco	PROPN
fis-3892	156	36	is	be	AUX
fis-3892	156	37	defined	define	VERB
fis-3892	156	38	and	and	CCONJ
fis-3892	156	39	analyzed	analyze	VERB
fis-3892	156	40	.	.	PUNCT
fis-3892	157	1	where	where	SCONJ
fis-3892	157	2	ne	ne	NOUN
fis-3892	157	3	define	define	VERB
fis-3892	157	4	as	as	ADP
fis-3892	157	5	numerical	numerical	ADJ
fis-3892	157	6	load	load	NOUN
fis-3892	157	7	capacity	capacity	NOUN
fis-3892	157	8	of	of	ADP
fis-3892	157	9	column	column	NOUN
fis-3892	157	10	for	for	ADP
fis-3892	157	11	different	different	ADJ
fis-3892	157	12	cfrp	cfrp	NOUN
fis-3892	157	13	ratio	ratio	NOUN
fis-3892	157	14	of	of	ADP
fis-3892	157	15	confinement	confinement	NOUN
fis-3892	157	16	(	(	PUNCT
fis-3892	157	17	cfrp	cfrp	PROPN
fis-3892	157	18	ratio	ratio	NOUN
fis-3892	157	19	0	0	NUM
fis-3892	157	20	%	%	NOUN
fis-3892	157	21	,	,	PUNCT
fis-3892	157	22	25	25	NUM
fis-3892	157	23	%	%	NOUN
fis-3892	157	24	,	,	PUNCT
fis-3892	157	25	50	50	NUM
fis-3892	157	26	%	%	NOUN
fis-3892	157	27	and	and	CCONJ
fis-3892	157	28	100	100	NUM
fis-3892	157	29	%	%	NOUN
fis-3892	157	30	)	)	PUNCT
fis-3892	157	31	with	with	ADP
fis-3892	157	32	or	or	CCONJ
fis-3892	157	33	without	without	ADP
fis-3892	157	34	load	load	NOUN
fis-3892	157	35	eccentricity	eccentricity	NOUN
fis-3892	157	36	.	.	PUNCT
fis-3892	158	1	also	also	ADV
fis-3892	158	2	,	,	PUNCT
fis-3892	158	3	nco	nco	PROPN
fis-3892	158	4	is	be	AUX
fis-3892	158	5	the	the	DET
fis-3892	158	6	numerical	numerical	ADJ
fis-3892	158	7	load	load	NOUN
fis-3892	158	8	capacity	capacity	NOUN
fis-3892	158	9	for	for	ADP
fis-3892	158	10	unconfined	unconfined	ADJ
fis-3892	158	11	specimens	specimen	NOUN
fis-3892	158	12	under	under	ADP
fis-3892	158	13	concentric	concentric	ADJ
fis-3892	158	14	load	load	NOUN
fis-3892	158	15	(	(	PUNCT
fis-3892	158	16	i.e	i.e	X
fis-3892	158	17	c1a0	c1a0	NOUN
fis-3892	158	18	)	)	PUNCT
fis-3892	158	19	.	.	PUNCT
fis-3892	159	1	this	this	DET
fis-3892	159	2	method	method	NOUN
fis-3892	159	3	of	of	ADP
fis-3892	159	4	comparing	compare	VERB
fis-3892	159	5	load	load	NOUN
fis-3892	159	6	capacities	capacity	NOUN
fis-3892	159	7	is	be	AUX
fis-3892	159	8	widely	widely	ADV
fis-3892	159	9	used	use	VERB
fis-3892	159	10	in	in	ADP
fis-3892	159	11	confined	confine	VERB
fis-3892	159	12	concrete	concrete	ADJ
fis-3892	159	13	analysis	analysis	NOUN
fis-3892	159	14	[	[	X
fis-3892	159	15	50	50	NUM
fis-3892	159	16	]	]	PUNCT
fis-3892	159	17	.	.	PUNCT
fis-3892	160	1	the	the	DET
fis-3892	160	2	magnitude	magnitude	NOUN
fis-3892	160	3	of	of	ADP
fis-3892	160	4	the	the	DET
fis-3892	160	5	load	load	NOUN
fis-3892	160	6	eccentricity	eccentricity	NOUN
fis-3892	160	7	is	be	AUX
fis-3892	160	8	represented	represent	VERB
fis-3892	160	9	by	by	ADP
fis-3892	160	10	the	the	DET
fis-3892	160	11	non	non	ADJ
fis-3892	160	12	-	-	ADJ
fis-3892	160	13	dimensional	dimensional	ADJ
fis-3892	160	14	term	term	NOUN
fis-3892	160	15	2e	2e	NUM
fis-3892	160	16	/	/	SYM
fis-3892	160	17	d.	d.	PROPN
fis-3892	160	18	when	when	SCONJ
fis-3892	160	19	ne	ne	PROPN
fis-3892	160	20	/	/	SYM
fis-3892	160	21	nco	nco	NOUN
fis-3892	160	22	values	value	NOUN
fis-3892	160	23	are	be	AUX
fis-3892	160	24	compared	compare	VERB
fis-3892	160	25	,	,	PUNCT
fis-3892	160	26	it	it	PRON
fis-3892	160	27	is	be	AUX
fis-3892	160	28	clear	clear	ADJ
fis-3892	160	29	that	that	SCONJ
fis-3892	160	30	as	as	SCONJ
fis-3892	160	31	the	the	DET
fis-3892	160	32	load	load	NOUN
fis-3892	160	33	eccentricity	eccentricity	NOUN
fis-3892	160	34	increase	increase	VERB
fis-3892	160	35	the	the	DET
fis-3892	160	36	axial	axial	ADJ
fis-3892	160	37	strength	strength	NOUN
fis-3892	160	38	decreases	decrease	VERB
fis-3892	160	39	.	.	PUNCT
fis-3892	161	1	this	this	DET
fis-3892	161	2	decrement	decrement	ADJ
fis-3892	161	3	becomes	become	VERB
fis-3892	161	4	more	more	ADV
fis-3892	161	5	significant	significant	ADJ
fis-3892	161	6	for	for	ADP
fis-3892	161	7	unconfined	unconfined	ADJ
fis-3892	161	8	specimens	specimen	NOUN
fis-3892	161	9	(	(	PUNCT
fis-3892	161	10	group	group	NOUN
fis-3892	161	11	2	2	NUM
fis-3892	161	12	)	)	PUNCT
fis-3892	161	13	,	,	PUNCT
fis-3892	161	14	as	as	SCONJ
fis-3892	161	15	shown	show	VERB
fis-3892	161	16	in	in	ADP
fis-3892	161	17	fig	fig	NOUN
fis-3892	161	18	.	.	PUNCT
fis-3892	162	1	8	8	NUM
fis-3892	162	2	.	.	PUNCT
fis-3892	163	1	while	while	SCONJ
fis-3892	163	2	when	when	SCONJ
fis-3892	163	3	the	the	DET
fis-3892	163	4	degree	degree	NOUN
fis-3892	163	5	of	of	ADP
fis-3892	163	6	confinement	confinement	ADJ
fis-3892	163	7	ratio	ratio	NOUN
fis-3892	163	8	increases	increase	NOUN
fis-3892	163	9	as	as	ADP
fis-3892	163	10	in	in	ADP
fis-3892	163	11	group	group	NOUN
fis-3892	163	12	3	3	NUM
fis-3892	163	13	,	,	PUNCT
fis-3892	163	14	4	4	NUM
fis-3892	163	15	and	and	CCONJ
fis-3892	163	16	5	5	NUM
fis-3892	163	17	the	the	DET
fis-3892	163	18	strength	strength	NOUN
fis-3892	163	19	increases	increase	VERB
fis-3892	163	20	and	and	CCONJ
fis-3892	163	21	the	the	DET
fis-3892	163	22	reduction	reduction	NOUN
fis-3892	163	23	are	be	AUX
fis-3892	163	24	limited	limited	ADJ
fis-3892	163	25	.	.	PUNCT
fis-3892	164	1	this	this	PRON
fis-3892	164	2	agrees	agree	VERB
fis-3892	164	3	with	with	ADP
fis-3892	164	4	previous	previous	ADJ
fis-3892	164	5	finding	finding	NOUN
fis-3892	164	6	by	by	ADP
fis-3892	164	7	hadi	hadi	PROPN
fis-3892	164	8	[	[	X
fis-3892	164	9	6	6	NUM
fis-3892	164	10	]	]	PUNCT
fis-3892	164	11	.	.	PUNCT
fis-3892	165	1	figure	figure	NOUN
fis-3892	165	2	8	8	NUM
fis-3892	165	3	:	:	PUNCT
fis-3892	165	4	values	value	NOUN
fis-3892	165	5	of	of	ADP
fis-3892	165	6	ne	ne	PROPN
fis-3892	165	7	/	/	SYM
fis-3892	165	8	nco	nco	NOUN
fis-3892	165	9	for	for	ADP
fis-3892	165	10	each	each	DET
fis-3892	165	11	group	group	NOUN
fis-3892	165	12	.	.	PUNCT
fis-3892	166	1	to	to	PART
fis-3892	166	2	better	well	ADV
fis-3892	166	3	understand	understand	VERB
fis-3892	166	4	the	the	DET
fis-3892	166	5	strength	strength	NOUN
fis-3892	166	6	loss	loss	NOUN
fis-3892	166	7	owing	owe	VERB
fis-3892	166	8	to	to	ADP
fis-3892	166	9	load	load	NOUN
fis-3892	166	10	eccentricity	eccentricity	NOUN
fis-3892	166	11	.	.	PUNCT
fis-3892	167	1	a	a	DET
fis-3892	167	2	further	further	ADJ
fis-3892	167	3	comparison	comparison	NOUN
fis-3892	167	4	using	use	VERB
fis-3892	167	5	the	the	DET
fis-3892	167	6	factor	factor	NOUN
fis-3892	167	7	ne	ne	PROPN
fis-3892	167	8	/	/	SYM
fis-3892	167	9	nc	nc	PROPN
fis-3892	167	10	will	will	AUX
fis-3892	167	11	be	be	AUX
fis-3892	167	12	made	make	VERB
fis-3892	167	13	by	by	ADP
fis-3892	167	14	changing	change	VERB
fis-3892	167	15	the	the	DET
fis-3892	167	16	data	datum	NOUN
fis-3892	167	17	in	in	ADP
fis-3892	167	18	fig	fig	NOUN
fis-3892	167	19	.	.	PUNCT
fis-3892	168	1	8	8	NUM
fis-3892	168	2	.	.	X
fis-3892	168	3	where	where	SCONJ
fis-3892	168	4	nc	nc	PROPN
fis-3892	168	5	define	define	VERB
fis-3892	168	6	as	as	ADP
fis-3892	168	7	numerical	numerical	ADJ
fis-3892	168	8	load	load	NOUN
fis-3892	168	9	capacity	capacity	NOUN
fis-3892	168	10	of	of	ADP
fis-3892	168	11	specimens	specimen	NOUN
fis-3892	168	12	under	under	ADP
fis-3892	168	13	concentric	concentric	ADJ
fis-3892	168	14	load	load	NOUN
fis-3892	168	15	with	with	ADP
fis-3892	168	16	the	the	DET
fis-3892	168	17	same	same	ADJ
fis-3892	168	18	ratio	ratio	NOUN
fis-3892	168	19	of	of	ADP
fis-3892	168	20	confinement	confinement	NOUN
fis-3892	168	21	as	as	ADP
fis-3892	168	22	ne	ne	PROPN
fis-3892	168	23	.	.	PUNCT
fis-3892	168	24	fig	fig	NOUN
fis-3892	168	25	.	.	PUNCT
fis-3892	169	1	9	9	NUM
fis-3892	169	2	depicts	depict	VERB
fis-3892	169	3	the	the	DET
fis-3892	169	4	results	result	NOUN
fis-3892	169	5	.	.	PUNCT
fis-3892	170	1	it	it	PRON
fis-3892	170	2	may	may	AUX
fis-3892	170	3	be	be	AUX
fis-3892	170	4	deduced	deduce	VERB
fis-3892	170	5	that	that	SCONJ
fis-3892	170	6	the	the	DET
fis-3892	170	7	load	load	NOUN
fis-3892	170	8	eccentricity	eccentricity	NOUN
fis-3892	170	9	-	-	PUNCT
fis-3892	170	10	induced	induce	VERB
fis-3892	170	11	degradation	degradation	NOUN
fis-3892	170	12	of	of	ADP
fis-3892	170	13	unconfined	unconfined	ADJ
fis-3892	170	14	columns	column	NOUN
fis-3892	170	15	(	(	PUNCT
fis-3892	170	16	group	group	NOUN
fis-3892	170	17	2	2	NUM
fis-3892	170	18	)	)	PUNCT
fis-3892	170	19	.	.	PUNCT
fis-3892	171	1	while	while	SCONJ
fis-3892	171	2	when	when	SCONJ
fis-3892	171	3	the	the	DET
fis-3892	171	4	degree	degree	NOUN
fis-3892	171	5	of	of	ADP
fis-3892	171	6	confinement	confinement	ADJ
fis-3892	171	7	ratio	ratio	NOUN
fis-3892	171	8	increases	increase	NOUN
fis-3892	171	9	as	as	ADP
fis-3892	171	10	in	in	ADP
fis-3892	171	11	group	group	NOUN
fis-3892	171	12	3	3	NUM
fis-3892	171	13	,	,	PUNCT
fis-3892	171	14	4	4	NUM
fis-3892	171	15	and	and	CCONJ
fis-3892	171	16	5	5	NUM
fis-3892	171	17	,	,	PUNCT
fis-3892	171	18	the	the	DET
fis-3892	171	19	axial	axial	ADJ
fis-3892	171	20	strength	strength	NOUN
fis-3892	171	21	of	of	ADP
fis-3892	171	22	the	the	DET
fis-3892	171	23	specimens	specimen	NOUN
fis-3892	171	24	is	be	AUX
fis-3892	171	25	less	less	ADV
fis-3892	171	26	affected	affected	ADJ
fis-3892	171	27	than	than	ADP
fis-3892	171	28	in	in	ADP
fis-3892	171	29	unconfined	unconfined	ADJ
fis-3892	171	30	specimens	specimen	NOUN
fis-3892	171	31	.	.	PUNCT
fis-3892	172	1	figure	figure	NOUN
fis-3892	172	2	9	9	NUM
fis-3892	172	3	:	:	PUNCT
fis-3892	172	4	values	value	NOUN
fis-3892	172	5	of	of	ADP
fis-3892	172	6	ne	ne	PROPN
fis-3892	172	7	/	/	SYM
fis-3892	172	8	nc	nc	PROPN
fis-3892	172	9	for	for	ADP
fis-3892	172	10	each	each	DET
fis-3892	172	11	group	group	NOUN
fis-3892	172	12	.	.	PUNCT
fis-3892	173	1	i.	i.	PROPN
fis-3892	173	2	harba	harba	PROPN
fis-3892	173	3	et	et	PROPN
fis-3892	173	4	alii	alii	PROPN
fis-3892	173	5	,	,	PUNCT
fis-3892	173	6	frattura	frattura	PROPN
fis-3892	173	7	ed	ed	PROPN
fis-3892	173	8	integrità	integrità	PROPN
fis-3892	173	9	strutturale	strutturale	PROPN
fis-3892	173	10	,	,	PUNCT
fis-3892	173	11	63	63	NUM
fis-3892	173	12	(	(	PUNCT
fis-3892	173	13	2023	2023	NUM
fis-3892	173	14	)	)	PUNCT
fis-3892	173	15	190	190	NUM
fis-3892	173	16	-	-	SYM
fis-3892	173	17	205	205	NUM
fis-3892	173	18	;	;	PUNCT
fis-3892	173	19	doi	doi	NOUN
fis-3892	173	20	:	:	PUNCT
fis-3892	173	21	10.3221	10.3221	NUM
fis-3892	173	22	/	/	SYM
fis-3892	173	23	igf	igf	PROPN
fis-3892	173	24	-	-	PROPN
fis-3892	173	25	esis.63.16	esis.63.16	PROPN
fis-3892	173	26	200	200	NUM
fis-3892	173	27	the	the	DET
fis-3892	173	28	influence	influence	NOUN
fis-3892	173	29	of	of	ADP
fis-3892	173	30	the	the	DET
fis-3892	173	31	load	load	NOUN
fis-3892	173	32	eccentricity	eccentricity	NOUN
fis-3892	173	33	on	on	ADP
fis-3892	173	34	ne	ne	PROPN
fis-3892	173	35	/	/	SYM
fis-3892	173	36	nf	nf	NOUN
fis-3892	173	37	.	.	PUNCT
fis-3892	173	38	where	where	SCONJ
fis-3892	173	39	nf	nf	NOUN
fis-3892	173	40	define	define	NOUN
fis-3892	173	41	as	as	ADP
fis-3892	173	42	numerical	numerical	ADJ
fis-3892	173	43	load	load	NOUN
fis-3892	173	44	capacity	capacity	NOUN
fis-3892	173	45	of	of	ADP
fis-3892	173	46	unconfined	unconfined	ADJ
fis-3892	173	47	columns	column	NOUN
fis-3892	173	48	specimens	specimen	NOUN
fis-3892	173	49	with	with	ADP
fis-3892	173	50	the	the	DET
fis-3892	173	51	same	same	ADJ
fis-3892	173	52	eccentricity	eccentricity	NOUN
fis-3892	173	53	of	of	ADP
fis-3892	173	54	load	load	NOUN
fis-3892	173	55	as	as	ADP
fis-3892	173	56	ne	ne	PROPN
fis-3892	173	57	,	,	PUNCT
fis-3892	173	58	can	can	AUX
fis-3892	173	59	be	be	AUX
fis-3892	173	60	used	use	VERB
fis-3892	173	61	to	to	PART
fis-3892	173	62	further	far	ADV
fis-3892	173	63	analyze	analyze	VERB
fis-3892	173	64	the	the	DET
fis-3892	173	65	contribution	contribution	NOUN
fis-3892	173	66	of	of	ADP
fis-3892	173	67	the	the	DET
fis-3892	173	68	cfrp	cfrp	PROPN
fis-3892	173	69	confinement	confinement	PROPN
fis-3892	173	70	ratio	ratio	NOUN
fis-3892	173	71	.	.	PUNCT
fis-3892	174	1	fig	fig	NOUN
fis-3892	174	2	.	.	PUNCT
fis-3892	175	1	10	10	NUM
fis-3892	175	2	depicts	depict	VERB
fis-3892	175	3	the	the	DET
fis-3892	175	4	comparing	compare	VERB
fis-3892	175	5	results	result	NOUN
fis-3892	175	6	.	.	PUNCT
fis-3892	176	1	for	for	ADP
fis-3892	176	2	the	the	DET
fis-3892	176	3	term	term	NOUN
fis-3892	176	4	ne	ne	PROPN
fis-3892	176	5	/	/	SYM
fis-3892	176	6	nf	nf	PROPN
fis-3892	176	7	,	,	PUNCT
fis-3892	176	8	the	the	DET
fis-3892	176	9	confinement	confinement	NOUN
fis-3892	176	10	efficiency	efficiency	NOUN
fis-3892	176	11	can	can	AUX
fis-3892	176	12	be	be	AUX
fis-3892	176	13	simply	simply	ADV
fis-3892	176	14	determined	determine	VERB
fis-3892	176	15	.	.	PUNCT
fis-3892	177	1	so	so	SCONJ
fis-3892	177	2	that	that	SCONJ
fis-3892	177	3	because	because	SCONJ
fis-3892	177	4	a	a	DET
fis-3892	177	5	high	high	ADJ
fis-3892	177	6	value	value	NOUN
fis-3892	177	7	of	of	ADP
fis-3892	177	8	ratio	ratio	NOUN
fis-3892	177	9	ne	ne	PROPN
fis-3892	177	10	/	/	SYM
fis-3892	177	11	nf	nf	PROPN
fis-3892	177	12	indicates	indicate	VERB
fis-3892	177	13	an	an	DET
fis-3892	177	14	augmentation	augmentation	NOUN
fis-3892	177	15	of	of	ADP
fis-3892	177	16	strength	strength	NOUN
fis-3892	177	17	due	due	ADP
fis-3892	177	18	to	to	ADP
fis-3892	177	19	efficiency	efficiency	NOUN
fis-3892	177	20	of	of	ADP
fis-3892	177	21	cfrp	cfrp	PROPN
fis-3892	177	22	confinement	confinement	PROPN
fis-3892	177	23	.	.	PUNCT
fis-3892	178	1	fig	fig	NOUN
fis-3892	178	2	.	.	PUNCT
fis-3892	179	1	10	10	NUM
fis-3892	179	2	show	show	VERB
fis-3892	179	3	that	that	SCONJ
fis-3892	179	4	as	as	SCONJ
fis-3892	179	5	load	load	NOUN
fis-3892	179	6	eccentricity	eccentricity	NOUN
fis-3892	179	7	increases	increase	VERB
fis-3892	179	8	the	the	DET
fis-3892	179	9	ne	ne	PROPN
fis-3892	179	10	/	/	SYM
fis-3892	179	11	nf	nf	ADJ
fis-3892	179	12	value	value	NOUN
fis-3892	179	13	increases	increase	NOUN
fis-3892	179	14	for	for	ADP
fis-3892	179	15	most	most	ADJ
fis-3892	179	16	cfrp	cfrp	NOUN
fis-3892	179	17	confined	confine	VERB
fis-3892	179	18	circular	circular	ADJ
fis-3892	179	19	concrete	concrete	ADJ
fis-3892	179	20	specimens	specimen	NOUN
fis-3892	179	21	.	.	PUNCT
fis-3892	180	1	however	however	ADV
fis-3892	180	2	,	,	PUNCT
fis-3892	180	3	increasing	increase	VERB
fis-3892	180	4	load	load	NOUN
fis-3892	180	5	eccentricity	eccentricity	NOUN
fis-3892	180	6	reduces	reduce	VERB
fis-3892	180	7	confinement	confinement	ADJ
fis-3892	180	8	efficiency	efficiency	NOUN
fis-3892	180	9	,	,	PUNCT
fis-3892	180	10	which	which	PRON
fis-3892	180	11	is	be	AUX
fis-3892	180	12	understandable	understandable	ADJ
fis-3892	180	13	given	give	VERB
fis-3892	180	14	the	the	DET
fis-3892	180	15	circular	circular	ADJ
fis-3892	180	16	section	section	NOUN
fis-3892	180	17	's	's	PART
fis-3892	180	18	lower	low	ADJ
fis-3892	180	19	compressive	compressive	ADJ
fis-3892	180	20	area	area	NOUN
fis-3892	180	21	.	.	PUNCT
fis-3892	181	1	because	because	SCONJ
fis-3892	181	2	the	the	DET
fis-3892	181	3	natural	natural	ADJ
fis-3892	181	4	axis	axis	NOUN
fis-3892	181	5	is	be	AUX
fis-3892	181	6	so	so	ADV
fis-3892	181	7	short	short	ADJ
fis-3892	181	8	,	,	PUNCT
fis-3892	181	9	large	large	ADJ
fis-3892	181	10	eccentricities	eccentricity	NOUN
fis-3892	181	11	exhibit	exhibit	VERB
fis-3892	181	12	a	a	DET
fis-3892	181	13	stronger	strong	ADJ
fis-3892	181	14	trend	trend	NOUN
fis-3892	181	15	.	.	PUNCT
fis-3892	182	1	figure	figure	NOUN
fis-3892	182	2	10	10	NUM
fis-3892	182	3	:	:	PUNCT
fis-3892	182	4	values	value	NOUN
fis-3892	182	5	of	of	ADP
fis-3892	182	6	ne	ne	X
fis-3892	182	7	/	/	SYM
fis-3892	182	8	nf	nf	NOUN
fis-3892	182	9	for	for	ADP
fis-3892	182	10	each	each	DET
fis-3892	182	11	group	group	NOUN
fis-3892	182	12	figure	figure	NOUN
fis-3892	182	13	11	11	NUM
fis-3892	182	14	:	:	PUNCT
fis-3892	182	15	the	the	DET
fis-3892	182	16	loadlongitudinal	loadlongitudinal	ADJ
fis-3892	182	17	displacement	displacement	ADJ
fis-3892	182	18	curves	curve	NOUN
fis-3892	182	19	for	for	ADP
fis-3892	182	20	eccentrically	eccentrically	ADV
fis-3892	182	21	loaded	load	VERB
fis-3892	182	22	confined	confine	VERB
fis-3892	182	23	columns	column	NOUN
fis-3892	182	24	.	.	PUNCT
fis-3892	183	1	i.	i.	PROPN
fis-3892	183	2	harba	harba	PROPN
fis-3892	183	3	et	et	PROPN
fis-3892	183	4	alii	alii	PROPN
fis-3892	183	5	,	,	PUNCT
fis-3892	183	6	frattura	frattura	PROPN
fis-3892	183	7	ed	ed	PROPN
fis-3892	183	8	integrità	integrità	PROPN
fis-3892	183	9	strutturale	strutturale	PROPN
fis-3892	183	10	,	,	PUNCT
fis-3892	183	11	63	63	NUM
fis-3892	183	12	(	(	PUNCT
fis-3892	183	13	2023	2023	NUM
fis-3892	183	14	)	)	PUNCT
fis-3892	183	15	190	190	NUM
fis-3892	183	16	-	-	SYM
fis-3892	183	17	205	205	NUM
fis-3892	183	18	;	;	PUNCT
fis-3892	183	19	doi	doi	NOUN
fis-3892	183	20	:	:	PUNCT
fis-3892	183	21	10.3221	10.3221	NUM
fis-3892	183	22	/	/	SYM
fis-3892	183	23	igf	igf	PROPN
fis-3892	183	24	-	-	PROPN
fis-3892	183	25	esis.63.16	esis.63.16	PROPN
fis-3892	183	26	201	201	NUM
fis-3892	183	27	longitudinal	longitudinal	ADJ
fis-3892	183	28	displacement	displacement	NOUN
fis-3892	183	29	of	of	ADP
fis-3892	183	30	columns	column	NOUN
fis-3892	183	31	specimens	specimen	VERB
fis-3892	183	32	ig	ig	PROPN
fis-3892	183	33	.	.	PROPN
fis-3892	183	34	11	11	NUM
fis-3892	183	35	depicts	depict	VERB
fis-3892	183	36	the	the	DET
fis-3892	183	37	loadlongitudinal	loadlongitudinal	ADJ
fis-3892	183	38	displacement	displacement	ADJ
fis-3892	183	39	curves	curve	NOUN
fis-3892	183	40	for	for	ADP
fis-3892	183	41	eccentrically	eccentrically	ADV
fis-3892	183	42	loaded	load	VERB
fis-3892	183	43	confined	confine	VERB
fis-3892	183	44	columns	column	NOUN
fis-3892	183	45	.	.	PUNCT
fis-3892	184	1	it	it	PRON
fis-3892	184	2	is	be	AUX
fis-3892	184	3	clear	clear	ADJ
fis-3892	184	4	that	that	SCONJ
fis-3892	184	5	the	the	DET
fis-3892	184	6	columns	column	NOUN
fis-3892	184	7	improved	improve	VERB
fis-3892	184	8	their	their	PRON
fis-3892	184	9	performance	performance	NOUN
fis-3892	184	10	by	by	ADP
fis-3892	184	11	increasing	increase	VERB
fis-3892	184	12	their	their	PRON
fis-3892	184	13	displacement	displacement	NOUN
fis-3892	184	14	at	at	ADP
fis-3892	184	15	failure	failure	NOUN
fis-3892	184	16	(	(	PUNCT
fis-3892	184	17	i.e	i.e	DET
fis-3892	184	18	ductility	ductility	NOUN
fis-3892	184	19	)	)	PUNCT
fis-3892	184	20	.	.	PUNCT
fis-3892	185	1	the	the	DET
fis-3892	185	2	ductility	ductility	NOUN
fis-3892	185	3	of	of	ADP
fis-3892	185	4	the	the	DET
fis-3892	185	5	confined	confine	VERB
fis-3892	185	6	columns	column	NOUN
fis-3892	185	7	increases	increase	NOUN
fis-3892	185	8	as	as	ADP
fis-3892	185	9	the	the	DET
fis-3892	185	10	degree	degree	NOUN
fis-3892	185	11	of	of	ADP
fis-3892	185	12	confinement	confinement	ADJ
fis-3892	185	13	ratio	ratio	NOUN
fis-3892	185	14	increases	increase	NOUN
fis-3892	185	15	(	(	PUNCT
fis-3892	185	16	cfrp	cfrp	NOUN
fis-3892	185	17	ratio	ratio	NOUN
fis-3892	185	18	)	)	PUNCT
fis-3892	185	19	.	.	PUNCT
fis-3892	186	1	lateral	lateral	ADJ
fis-3892	186	2	strain	strain	NOUN
fis-3892	186	3	of	of	ADP
fis-3892	186	4	columns	column	NOUN
fis-3892	186	5	specimens	specimen	NOUN
fis-3892	186	6	fig	fig	NOUN
fis-3892	186	7	.	.	PUNCT
fis-3892	187	1	12	12	NUM
fis-3892	187	2	show	show	VERB
fis-3892	187	3	that	that	SCONJ
fis-3892	187	4	all	all	PRON
fis-3892	187	5	of	of	ADP
fis-3892	187	6	the	the	DET
fis-3892	187	7	axial	axial	ADJ
fis-3892	187	8	load	load	NOUN
fis-3892	187	9	-	-	PUNCT
fis-3892	187	10	lateral	lateral	ADJ
fis-3892	187	11	strain	strain	NOUN
fis-3892	187	12	curves	curve	NOUN
fis-3892	187	13	of	of	ADP
fis-3892	187	14	specimens	specimen	NOUN
fis-3892	187	15	in	in	ADP
fis-3892	187	16	the	the	DET
fis-3892	187	17	simulated	simulate	VERB
fis-3892	187	18	specimens	specimen	NOUN
fis-3892	187	19	have	have	VERB
fis-3892	187	20	a	a	DET
fis-3892	187	21	bilinear	bilinear	ADJ
fis-3892	187	22	shape	shape	NOUN
fis-3892	187	23	with	with	ADP
fis-3892	187	24	two	two	NUM
fis-3892	187	25	segments	segment	NOUN
fis-3892	187	26	.	.	PUNCT
fis-3892	188	1	the	the	DET
fis-3892	188	2	first	first	ADJ
fis-3892	188	3	section	section	NOUN
fis-3892	188	4	is	be	AUX
fis-3892	188	5	linear	linear	ADJ
fis-3892	188	6	,	,	PUNCT
fis-3892	188	7	and	and	CCONJ
fis-3892	188	8	the	the	DET
fis-3892	188	9	second	second	ADJ
fis-3892	188	10	section	section	NOUN
fis-3892	188	11	is	be	AUX
fis-3892	188	12	nonlinear	nonlinear	ADJ
fis-3892	188	13	.	.	PUNCT
fis-3892	189	1	also	also	ADV
fis-3892	189	2	,	,	PUNCT
fis-3892	189	3	fig	fig	NOUN
fis-3892	189	4	.	.	PUNCT
fis-3892	190	1	12	12	NUM
fis-3892	190	2	shows	show	VERB
fis-3892	190	3	that	that	SCONJ
fis-3892	190	4	as	as	ADP
fis-3892	190	5	the	the	DET
fis-3892	190	6	cfrp	cfrp	NOUN
fis-3892	190	7	ratio	ratio	NOUN
fis-3892	190	8	increases	increase	NOUN
fis-3892	190	9	,	,	PUNCT
fis-3892	190	10	so	so	ADV
fis-3892	190	11	does	do	VERB
fis-3892	190	12	the	the	DET
fis-3892	190	13	ultimate	ultimate	ADJ
fis-3892	190	14	lateral	lateral	ADJ
fis-3892	190	15	strain	strain	NOUN
fis-3892	190	16	.	.	PUNCT
fis-3892	191	1	this	this	PRON
fis-3892	191	2	is	be	AUX
fis-3892	191	3	due	due	ADJ
fis-3892	191	4	to	to	ADP
fis-3892	191	5	the	the	DET
fis-3892	191	6	fact	fact	NOUN
fis-3892	191	7	that	that	SCONJ
fis-3892	191	8	increasing	increase	VERB
fis-3892	191	9	the	the	DET
fis-3892	191	10	cfrp	cfrp	NOUN
fis-3892	191	11	ratio	ratio	NOUN
fis-3892	191	12	reduces	reduce	VERB
fis-3892	191	13	the	the	DET
fis-3892	191	14	clear	clear	ADJ
fis-3892	191	15	spacing	spacing	NOUN
fis-3892	191	16	between	between	ADP
fis-3892	191	17	adjacent	adjacent	ADJ
fis-3892	191	18	cfrp	cfrp	NOUN
fis-3892	191	19	strips	strip	NOUN
fis-3892	191	20	,	,	PUNCT
fis-3892	191	21	resulting	result	VERB
fis-3892	191	22	in	in	ADP
fis-3892	191	23	an	an	DET
fis-3892	191	24	increase	increase	NOUN
fis-3892	191	25	in	in	ADP
fis-3892	191	26	confinement	confinement	ADJ
fis-3892	191	27	stiffness	stiffness	NOUN
fis-3892	191	28	.	.	PUNCT
fis-3892	192	1	figure	figure	NOUN
fis-3892	192	2	12	12	NUM
fis-3892	192	3	:	:	PUNCT
fis-3892	192	4	the	the	DET
fis-3892	192	5	loadlateral	loadlateral	ADJ
fis-3892	192	6	strain	strain	NOUN
fis-3892	192	7	curves	curve	NOUN
fis-3892	192	8	for	for	ADP
fis-3892	192	9	eccentrically	eccentrically	ADV
fis-3892	192	10	loaded	load	VERB
fis-3892	192	11	confined	confine	VERB
fis-3892	192	12	columns	column	NOUN
fis-3892	192	13	.	.	PUNCT
fis-3892	193	1	failure	failure	NOUN
fis-3892	193	2	mode	mode	NOUN
fis-3892	193	3	and	and	CCONJ
fis-3892	193	4	concrete	concrete	ADJ
fis-3892	193	5	plastic	plastic	NOUN
fis-3892	193	6	strain	strain	NOUN
fis-3892	193	7	(	(	PUNCT
fis-3892	193	8	damage	damage	NOUN
fis-3892	193	9	)	)	PUNCT
fis-3892	193	10	ig	ig	PROPN
fis-3892	193	11	.	.	PROPN
fis-3892	193	12	13	13	NUM
fis-3892	193	13	depicts	depict	VERB
fis-3892	193	14	the	the	DET
fis-3892	193	15	compression	compression	NOUN
fis-3892	193	16	failure	failure	NOUN
fis-3892	193	17	mode	mode	NOUN
fis-3892	193	18	and	and	CCONJ
fis-3892	193	19	damage	damage	NOUN
fis-3892	193	20	progression	progression	NOUN
fis-3892	193	21	obtained	obtain	VERB
fis-3892	193	22	using	use	VERB
fis-3892	193	23	numerical	numerical	ADJ
fis-3892	193	24	analysis	analysis	NOUN
fis-3892	193	25	for	for	ADP
fis-3892	193	26	unconfined	unconfined	ADJ
fis-3892	193	27	specimens	specimen	NOUN
fis-3892	193	28	under	under	ADP
fis-3892	193	29	eccentric	eccentric	ADJ
fis-3892	193	30	load	load	NOUN
fis-3892	193	31	.	.	PUNCT
fis-3892	194	1	also	also	ADV
fis-3892	194	2	,	,	PUNCT
fis-3892	194	3	with	with	ADP
fis-3892	194	4	damage	damage	NOUN
fis-3892	194	5	concentration	concentration	NOUN
fis-3892	194	6	at	at	ADP
fis-3892	194	7	the	the	DET
fis-3892	194	8	concrete	concrete	ADJ
fis-3892	194	9	cover	cover	NOUN
fis-3892	194	10	on	on	ADP
fis-3892	194	11	the	the	DET
fis-3892	194	12	higher	high	ADJ
fis-3892	194	13	compression	compression	NOUN
fis-3892	194	14	side	side	NOUN
fis-3892	194	15	at	at	ADP
fis-3892	194	16	mid	mid	ADJ
fis-3892	194	17	height	height	NOUN
fis-3892	194	18	of	of	ADP
fis-3892	194	19	column	column	NOUN
fis-3892	194	20	specimens	specimen	NOUN
fis-3892	194	21	due	due	ADP
fis-3892	194	22	to	to	ADP
fis-3892	194	23	stress	stress	NOUN
fis-3892	194	24	gradient	gradient	NOUN
fis-3892	194	25	from	from	ADP
fis-3892	194	26	additional	additional	ADJ
fis-3892	194	27	bending	bend	VERB
fis-3892	194	28	loads	load	NOUN
fis-3892	194	29	.	.	PUNCT
fis-3892	195	1	while	while	SCONJ
fis-3892	195	2	confined	confine	VERB
fis-3892	195	3	columns	column	NOUN
fis-3892	195	4	fail	fail	VERB
fis-3892	195	5	,	,	PUNCT
fis-3892	195	6	the	the	DET
fis-3892	195	7	cfrp	cfrp	NOUN
fis-3892	195	8	strips	strip	NOUN
fis-3892	195	9	rupture	rupture	NOUN
fis-3892	195	10	,	,	PUNCT
fis-3892	195	11	resulting	result	VERB
fis-3892	195	12	in	in	ADP
fis-3892	195	13	concrete	concrete	ADJ
fis-3892	195	14	crushing	crush	VERB
fis-3892	195	15	on	on	ADP
fis-3892	195	16	the	the	DET
fis-3892	195	17	compression	compression	NOUN
fis-3892	195	18	side	side	NOUN
fis-3892	195	19	.	.	PUNCT
fis-3892	196	1	this	this	PRON
fis-3892	196	2	is	be	AUX
fis-3892	196	3	thought	think	VERB
fis-3892	196	4	to	to	PART
fis-3892	196	5	be	be	AUX
fis-3892	196	6	due	due	ADJ
fis-3892	196	7	to	to	ADP
fis-3892	196	8	the	the	DET
fis-3892	196	9	specimens	specimen	NOUN
fis-3892	196	10	'	'	PART
fis-3892	196	11	clear	clear	ADJ
fis-3892	196	12	strip	strip	PROPN
fis-3892	196	13	spacing	spacing	NOUN
fis-3892	196	14	,	,	PUNCT
fis-3892	196	15	which	which	PRON
fis-3892	196	16	caused	cause	VERB
fis-3892	196	17	by	by	ADP
fis-3892	196	18	localized	localized	ADJ
fis-3892	196	19	concrete	concrete	ADJ
fis-3892	196	20	crushing	crush	VERB
fis-3892	196	21	failure	failure	NOUN
fis-3892	196	22	.	.	PUNCT
fis-3892	197	1	f	f	X
fis-3892	197	2	f	f	PROPN
fis-3892	197	3	i.	i.	PROPN
fis-3892	197	4	harba	harba	PROPN
fis-3892	197	5	et	et	PROPN
fis-3892	197	6	alii	alii	PROPN
fis-3892	197	7	,	,	PUNCT
fis-3892	197	8	frattura	frattura	PROPN
fis-3892	197	9	ed	ed	PROPN
fis-3892	197	10	integrità	integrità	PROPN
fis-3892	197	11	strutturale	strutturale	PROPN
fis-3892	197	12	,	,	PUNCT
fis-3892	197	13	63	63	NUM
fis-3892	197	14	(	(	PUNCT
fis-3892	197	15	2023	2023	NUM
fis-3892	197	16	)	)	PUNCT
fis-3892	197	17	190	190	NUM
fis-3892	197	18	-	-	SYM
fis-3892	197	19	205	205	NUM
fis-3892	197	20	;	;	PUNCT
fis-3892	197	21	doi	doi	NOUN
fis-3892	197	22	:	:	PUNCT
fis-3892	197	23	10.3221	10.3221	NUM
fis-3892	197	24	/	/	SYM
fis-3892	197	25	igf	igf	PROPN
fis-3892	197	26	-	-	PROPN
fis-3892	197	27	esis.63.16	esis.63.16	PROPN
fis-3892	197	28	202	202	NUM
fis-3892	197	29	figure	figure	NOUN
fis-3892	197	30	13	13	NUM
fis-3892	197	31	:	:	PUNCT
fis-3892	197	32	the	the	DET
fis-3892	197	33	numerical	numerical	ADJ
fis-3892	197	34	damage	damage	NOUN
fis-3892	197	35	(	(	PUNCT
fis-3892	197	36	lateral	lateral	ADJ
fis-3892	197	37	plastic	plastic	NOUN
fis-3892	197	38	strain	strain	NOUN
fis-3892	197	39	p11	p11	NOUN
fis-3892	197	40	)	)	PUNCT
fis-3892	197	41	for	for	ADP
fis-3892	197	42	specimens	specimen	NOUN
fis-3892	197	43	under	under	ADP
fis-3892	197	44	eccentric	eccentric	ADJ
fis-3892	197	45	load	load	NOUN
fis-3892	197	46	i.	i.	PROPN
fis-3892	197	47	harba	harba	PROPN
fis-3892	197	48	et	et	PROPN
fis-3892	197	49	alii	alii	PROPN
fis-3892	197	50	,	,	PUNCT
fis-3892	197	51	frattura	frattura	PROPN
fis-3892	197	52	ed	ed	PROPN
fis-3892	197	53	integrità	integrità	PROPN
fis-3892	197	54	strutturale	strutturale	PROPN
fis-3892	197	55	,	,	PUNCT
fis-3892	197	56	63	63	NUM
fis-3892	197	57	(	(	PUNCT
fis-3892	197	58	2023	2023	NUM
fis-3892	197	59	)	)	PUNCT
fis-3892	197	60	190	190	NUM
fis-3892	197	61	-	-	SYM
fis-3892	197	62	205	205	NUM
fis-3892	197	63	;	;	PUNCT
fis-3892	197	64	doi	doi	NOUN
fis-3892	197	65	:	:	PUNCT
fis-3892	197	66	10.3221	10.3221	NUM
fis-3892	197	67	/	/	SYM
fis-3892	197	68	igf	igf	PROPN
fis-3892	197	69	-	-	PROPN
fis-3892	197	70	esis.63.16	esis.63.16	PROPN
fis-3892	197	71	203	203	NUM
fis-3892	197	72	conclusions	conclusion	NOUN
fis-3892	197	73	rom	rom	VERB
fis-3892	197	74	the	the	DET
fis-3892	197	75	outcomes	outcome	NOUN
fis-3892	197	76	of	of	ADP
fis-3892	197	77	our	our	PRON
fis-3892	197	78	investigation	investigation	NOUN
fis-3892	197	79	to	to	PART
fis-3892	197	80	study	study	VERB
fis-3892	197	81	the	the	DET
fis-3892	197	82	effect	effect	NOUN
fis-3892	197	83	of	of	ADP
fis-3892	197	84	load	load	NOUN
fis-3892	197	85	eccentricity	eccentricity	NOUN
fis-3892	197	86	and	and	CCONJ
fis-3892	197	87	different	different	ADJ
fis-3892	197	88	degrees	degree	NOUN
fis-3892	197	89	of	of	ADP
fis-3892	197	90	confinement	confinement	ADJ
fis-3892	197	91	ratio	ratio	NOUN
fis-3892	197	92	of	of	ADP
fis-3892	197	93	cfrp	cfrp	NOUN
fis-3892	197	94	on	on	ADP
fis-3892	197	95	the	the	DET
fis-3892	197	96	behavior	behavior	NOUN
fis-3892	197	97	of	of	ADP
fis-3892	197	98	circular	circular	ADJ
fis-3892	197	99	short	short	ADJ
fis-3892	197	100	columns	column	NOUN
fis-3892	197	101	by	by	ADP
fis-3892	197	102	using	use	VERB
fis-3892	197	103	improved	improve	VERB
fis-3892	197	104	cdp	cdp	PROPN
fis-3892	197	105	finite	finite	PROPN
fis-3892	197	106	element	element	NOUN
fis-3892	197	107	analysis	analysis	NOUN
fis-3892	197	108	.	.	PUNCT
fis-3892	198	1	the	the	DET
fis-3892	198	2	following	follow	VERB
fis-3892	198	3	conclusion	conclusion	NOUN
fis-3892	198	4	can	can	AUX
fis-3892	198	5	be	be	AUX
fis-3892	198	6	drawn	draw	VERB
fis-3892	198	7	:	:	PUNCT
fis-3892	198	8	1the	1the	NUM
fis-3892	198	9	used	use	VERB
fis-3892	198	10	numerical	numerical	ADJ
fis-3892	198	11	analytical	analytical	ADJ
fis-3892	198	12	model	model	NOUN
fis-3892	198	13	validated	validate	VERB
fis-3892	198	14	by	by	ADP
fis-3892	198	15	using	use	VERB
fis-3892	198	16	literature	literature	NOUN
fis-3892	198	17	-	-	PUNCT
fis-3892	198	18	based	base	VERB
fis-3892	198	19	experimental	experimental	ADJ
fis-3892	198	20	test	test	NOUN
fis-3892	198	21	findings	finding	NOUN
fis-3892	198	22	.	.	PUNCT
fis-3892	199	1	based	base	VERB
fis-3892	199	2	on	on	ADP
fis-3892	199	3	the	the	DET
fis-3892	199	4	validation	validation	NOUN
fis-3892	199	5	results	result	NOUN
fis-3892	199	6	,	,	PUNCT
fis-3892	199	7	it	it	PRON
fis-3892	199	8	can	can	AUX
fis-3892	199	9	be	be	AUX
fis-3892	199	10	stated	state	VERB
fis-3892	199	11	that	that	SCONJ
fis-3892	199	12	the	the	DET
fis-3892	199	13	experimental	experimental	ADJ
fis-3892	199	14	and	and	CCONJ
fis-3892	199	15	numerical	numerical	ADJ
fis-3892	199	16	findings	finding	NOUN
fis-3892	199	17	are	be	AUX
fis-3892	199	18	in	in	ADP
fis-3892	199	19	good	good	ADJ
fis-3892	199	20	similar	similar	ADJ
fis-3892	199	21	.	.	PUNCT
fis-3892	200	1	the	the	DET
fis-3892	200	2	numerical	numerical	ADJ
fis-3892	200	3	models	model	NOUN
fis-3892	200	4	utilized	utilize	VERB
fis-3892	200	5	in	in	ADP
fis-3892	200	6	this	this	DET
fis-3892	200	7	work	work	NOUN
fis-3892	200	8	are	be	AUX
fis-3892	200	9	appropriate	appropriate	ADJ
fis-3892	200	10	for	for	ADP
fis-3892	200	11	this	this	DET
fis-3892	200	12	type	type	NOUN
fis-3892	200	13	of	of	ADP
fis-3892	200	14	structure	structure	NOUN
fis-3892	200	15	analysis	analysis	NOUN
fis-3892	200	16	.	.	PUNCT
fis-3892	201	1	2it	2it	NOUN
fis-3892	201	2	is	be	AUX
fis-3892	201	3	obvious	obvious	ADJ
fis-3892	201	4	that	that	SCONJ
fis-3892	201	5	as	as	ADP
fis-3892	201	6	load	load	NOUN
fis-3892	201	7	eccentricity	eccentricity	NOUN
fis-3892	201	8	increases	increase	NOUN
fis-3892	201	9	,	,	PUNCT
fis-3892	201	10	axial	axial	ADJ
fis-3892	201	11	strength	strength	NOUN
fis-3892	201	12	decreases	decrease	VERB
fis-3892	201	13	,	,	PUNCT
fis-3892	201	14	and	and	CCONJ
fis-3892	201	15	the	the	DET
fis-3892	201	16	reduction	reduction	NOUN
fis-3892	201	17	in	in	ADP
fis-3892	201	18	strength	strength	NOUN
fis-3892	201	19	becomes	become	VERB
fis-3892	201	20	more	more	ADV
fis-3892	201	21	significant	significant	ADJ
fis-3892	201	22	for	for	ADP
fis-3892	201	23	unconfined	unconfined	ADJ
fis-3892	201	24	specimens	specimen	NOUN
fis-3892	201	25	.	.	PUNCT
fis-3892	202	1	when	when	SCONJ
fis-3892	202	2	the	the	DET
fis-3892	202	3	degrees	degree	NOUN
fis-3892	202	4	of	of	ADP
fis-3892	202	5	confinement	confinement	ADJ
fis-3892	202	6	ratio	ratio	NOUN
fis-3892	202	7	increases	increase	NOUN
fis-3892	202	8	,	,	PUNCT
fis-3892	202	9	so	so	ADV
fis-3892	202	10	does	do	VERB
fis-3892	202	11	the	the	DET
fis-3892	202	12	strength	strength	NOUN
fis-3892	202	13	,	,	PUNCT
fis-3892	202	14	and	and	CCONJ
fis-3892	202	15	the	the	DET
fis-3892	202	16	reduction	reduction	NOUN
fis-3892	202	17	is	be	AUX
fis-3892	202	18	limited	limited	ADJ
fis-3892	202	19	.	.	PUNCT
fis-3892	203	1	3the	3the	DET
fis-3892	203	2	increase	increase	NOUN
fis-3892	203	3	in	in	ADP
fis-3892	203	4	cfrp	cfrp	PROPN
fis-3892	203	5	confinement	confinement	PROPN
fis-3892	203	6	ratio	ratio	NOUN
fis-3892	203	7	will	will	AUX
fis-3892	203	8	improves	improve	VERB
fis-3892	203	9	column	column	NOUN
fis-3892	203	10	's	's	PART
fis-3892	203	11	load	load	NOUN
fis-3892	203	12	-	-	PUNCT
fis-3892	203	13	bearing	bear	VERB
fis-3892	203	14	capability	capability	NOUN
fis-3892	203	15	under	under	ADP
fis-3892	203	16	the	the	DET
fis-3892	203	17	same	same	ADJ
fis-3892	203	18	level	level	NOUN
fis-3892	203	19	of	of	ADP
fis-3892	203	20	load	load	NOUN
fis-3892	203	21	eccentricity	eccentricity	NOUN
fis-3892	203	22	of	of	ADP
fis-3892	203	23	unconfined	unconfined	ADJ
fis-3892	203	24	columns	column	NOUN
fis-3892	203	25	.	.	PUNCT
fis-3892	204	1	4the	4the	NUM
fis-3892	204	2	ultimate	ultimate	ADJ
fis-3892	204	3	longitudinal	longitudinal	ADJ
fis-3892	204	4	displacement	displacement	NOUN
fis-3892	204	5	and	and	CCONJ
fis-3892	204	6	ultimate	ultimate	ADJ
fis-3892	204	7	lateral	lateral	ADJ
fis-3892	204	8	strain	strain	NOUN
fis-3892	204	9	both	both	PRON
fis-3892	204	10	increase	increase	VERB
fis-3892	204	11	significantly	significantly	ADV
fis-3892	204	12	as	as	ADP
fis-3892	204	13	the	the	DET
fis-3892	204	14	cfrp	cfrp	PROPN
fis-3892	204	15	confinement	confinement	PROPN
fis-3892	204	16	ratio	ratio	NOUN
fis-3892	204	17	increases	increase	NOUN
fis-3892	204	18	.	.	PUNCT
fis-3892	205	1	references	reference	NOUN
fis-3892	205	2	[	[	X
fis-3892	205	3	1	1	NUM
fis-3892	205	4	]	]	PUNCT
fis-3892	205	5	madqour	madqour	NOUN
fis-3892	205	6	,	,	PUNCT
fis-3892	205	7	m.	m.	NOUN
fis-3892	205	8	,	,	PUNCT
fis-3892	205	9	fawzi	fawzi	PROPN
fis-3892	205	10	,	,	PUNCT
fis-3892	205	11	k.	k.	PROPN
fis-3892	205	12	and	and	CCONJ
fis-3892	205	13	hassan	hassan	PROPN
fis-3892	205	14	,	,	PUNCT
fis-3892	205	15	h.	h.	PROPN
fis-3892	205	16	(	(	PUNCT
fis-3892	205	17	2021	2021	NUM
fis-3892	205	18	)	)	PUNCT
fis-3892	205	19	.	.	PUNCT
fis-3892	206	1	finite	finite	PROPN
fis-3892	206	2	element	element	NOUN
fis-3892	206	3	modeling	modeling	NOUN
fis-3892	206	4	of	of	ADP
fis-3892	206	5	flexural	flexural	ADJ
fis-3892	206	6	behavior	behavior	NOUN
fis-3892	206	7	of	of	ADP
fis-3892	206	8	reinforced	reinforce	VERB
fis-3892	206	9	concrete	concrete	ADJ
fis-3892	206	10	beams	beam	NOUN
fis-3892	206	11	externally	externally	ADV
fis-3892	206	12	strengthened	strengthen	VERB
fis-3892	206	13	with	with	ADP
fis-3892	206	14	cfrp	cfrp	NOUN
fis-3892	206	15	sheets	sheet	NOUN
fis-3892	206	16	,	,	PUNCT
fis-3892	206	17	frattura	frattura	PROPN
fis-3892	206	18	ed	ed	PROPN
fis-3892	206	19	integrità	integrità	PROPN
fis-3892	206	20	strutturale	strutturale	PROPN
fis-3892	206	21	,	,	PUNCT
fis-3892	206	22	16(59	16(59	NUM
fis-3892	206	23	)	)	PUNCT
fis-3892	206	24	,	,	PUNCT
fis-3892	206	25	pp	pp	PROPN
fis-3892	206	26	.	.	PUNCT
fis-3892	207	1	62–77	62–77	PROPN
fis-3892	207	2	.	.	PUNCT
fis-3892	208	1	doi	doi	NOUN
fis-3892	208	2	:	:	PUNCT
fis-3892	208	3	10.3221	10.3221	NUM
fis-3892	208	4	/	/	SYM
fis-3892	208	5	igf	igf	NOUN
fis-3892	208	6	-	-	NOUN
fis-3892	208	7	esis.59.05	esis.59.05	NOUN
fis-3892	208	8	.	.	PUNCT
fis-3892	209	1	[	[	X
fis-3892	209	2	2	2	NUM
fis-3892	209	3	]	]	SYM
fis-3892	209	4	emara	emara	ADJ
fis-3892	209	5	,	,	PUNCT
fis-3892	209	6	m.	m.	NOUN
fis-3892	209	7	,	,	PUNCT
fis-3892	209	8	elkomy	elkomy	NOUN
fis-3892	209	9	,	,	PUNCT
fis-3892	209	10	n.	n.	PROPN
fis-3892	209	11	and	and	CCONJ
fis-3892	209	12	abdel	abdel	PROPN
fis-3892	209	13	kader	kader	PROPN
fis-3892	209	14	,	,	PUNCT
fis-3892	209	15	h.	h.	PROPN
fis-3892	209	16	(	(	PUNCT
fis-3892	209	17	2021	2021	NUM
fis-3892	209	18	)	)	PUNCT
fis-3892	209	19	.	.	PUNCT
fis-3892	210	1	numerical	numerical	ADJ
fis-3892	210	2	assessment	assessment	NOUN
fis-3892	210	3	of	of	ADP
fis-3892	210	4	reinforced	reinforce	VERB
fis-3892	210	5	concrete	concrete	ADJ
fis-3892	210	6	beams	beam	NOUN
fis-3892	210	7	strengthened	strengthen	VERB
fis-3892	210	8	with	with	ADP
fis-3892	210	9	cfrp	cfrp	NOUN
fis-3892	210	10	sheets	sheet	NOUN
fis-3892	210	11	under	under	ADP
fis-3892	210	12	impact	impact	NOUN
fis-3892	210	13	loading	loading	NOUN
fis-3892	210	14	,	,	PUNCT
fis-3892	210	15	frattura	frattura	NOUN
fis-3892	210	16	ed	ed	PROPN
fis-3892	210	17	integrità	integrità	PROPN
fis-3892	210	18	strutturale	strutturale	PROPN
fis-3892	210	19	,	,	PUNCT
fis-3892	210	20	15(58	15(58	NUM
fis-3892	210	21	)	)	PUNCT
fis-3892	210	22	,	,	PUNCT
fis-3892	210	23	pp	pp	PROPN
fis-3892	210	24	.	.	PUNCT
fis-3892	211	1	48–64	48–64	X
fis-3892	211	2	.	.	PUNCT
fis-3892	212	1	doi	doi	PROPN
fis-3892	212	2	:	:	PUNCT
fis-3892	212	3	10.3221	10.3221	NUM
fis-3892	212	4	/	/	SYM
fis-3892	212	5	igf	igf	NOUN
fis-3892	212	6	-	-	NOUN
fis-3892	212	7	esis.58.04	esis.58.04	NOUN
fis-3892	212	8	.	.	PUNCT
fis-3892	213	1	[	[	X
fis-3892	213	2	3	3	NUM
fis-3892	213	3	]	]	X
fis-3892	213	4	zhu	zhu	PROPN
fis-3892	213	5	,	,	PUNCT
fis-3892	213	6	h.	h.	PROPN
fis-3892	213	7	(	(	PUNCT
fis-3892	213	8	2018	2018	NUM
fis-3892	213	9	)	)	PUNCT
fis-3892	213	10	.	.	PUNCT
fis-3892	214	1	stress	stress	NOUN
fis-3892	214	2	performance	performance	NOUN
fis-3892	214	3	of	of	ADP
fis-3892	214	4	embedded	embed	VERB
fis-3892	214	5	carbon	carbon	NOUN
fis-3892	214	6	fiber	fiber	NOUN
fis-3892	214	7	reinforced	reinforce	VERB
fis-3892	214	8	plastics	plastic	NOUN
fis-3892	214	9	plate	plate	NOUN
fis-3892	214	10	consolidated	consolidate	VERB
fis-3892	214	11	reinforced	reinforce	VERB
fis-3892	214	12	concrete	concrete	ADJ
fis-3892	214	13	structure	structure	NOUN
fis-3892	214	14	,	,	PUNCT
fis-3892	214	15	frattura	frattura	PROPN
fis-3892	214	16	ed	ed	PROPN
fis-3892	214	17	integrità	integrità	PROPN
fis-3892	214	18	strutturale	strutturale	PROPN
fis-3892	214	19	,	,	PUNCT
fis-3892	214	20	12(46	12(46	NUM
fis-3892	214	21	)	)	PUNCT
fis-3892	214	22	,	,	PUNCT
fis-3892	214	23	pp	pp	ADJ
fis-3892	214	24	.	.	PUNCT
fis-3892	215	1	361–370	361–370	NUM
fis-3892	215	2	.	.	PUNCT
fis-3892	216	1	doi	doi	NOUN
fis-3892	216	2	:	:	PUNCT
fis-3892	216	3	10.3221	10.3221	NUM
fis-3892	216	4	/	/	SYM
fis-3892	216	5	igf	igf	PROPN
fis-3892	216	6	-	-	NOUN
fis-3892	216	7	esis.46.33	esis.46.33	NOUN
fis-3892	216	8	.	.	PUNCT
fis-3892	217	1	[	[	X
fis-3892	217	2	4	4	NUM
fis-3892	217	3	]	]	SYM
fis-3892	217	4	wu	wu	PROPN
fis-3892	217	5	,	,	PUNCT
fis-3892	217	6	y.	y.	PROPN
fis-3892	217	7	and	and	CCONJ
fis-3892	217	8	jiang	jiang	PROPN
fis-3892	217	9	,	,	PUNCT
fis-3892	217	10	c.	c.	PROPN
fis-3892	217	11	(	(	PUNCT
fis-3892	217	12	2014	2014	NUM
fis-3892	217	13	)	)	PUNCT
fis-3892	217	14	,	,	PUNCT
fis-3892	217	15	stressstrain	stressstrain	NOUN
fis-3892	217	16	model	model	NOUN
fis-3892	217	17	for	for	ADP
fis-3892	217	18	eccentrically	eccentrically	ADV
fis-3892	217	19	loaded	load	VERB
fis-3892	217	20	frpconfined	frpconfined	ADJ
fis-3892	217	21	concrete	concrete	ADJ
fis-3892	217	22	columns	column	NOUN
fis-3892	217	23	.	.	PUNCT
fis-3892	218	1	in	in	ADP
fis-3892	218	2	:	:	PUNCT
fis-3892	218	3	the	the	DET
fis-3892	218	4	international	international	ADJ
fis-3892	218	5	conference	conference	NOUN
fis-3892	218	6	on	on	ADP
fis-3892	218	7	frp	frp	PROPN
fis-3892	218	8	composites	composite	NOUN
fis-3892	218	9	in	in	ADP
fis-3892	218	10	civil	civil	ADJ
fis-3892	218	11	engineering	engineering	NOUN
fis-3892	218	12	.	.	PUNCT
fis-3892	219	1	[	[	X
fis-3892	219	2	5	5	NUM
fis-3892	219	3	]	]	SYM
fis-3892	219	4	parvin	parvin	NOUN
fis-3892	219	5	,	,	PUNCT
fis-3892	219	6	a.	a.	PROPN
fis-3892	219	7	and	and	CCONJ
fis-3892	219	8	wang	wang	PROPN
fis-3892	219	9	,	,	PUNCT
fis-3892	219	10	w.	w.	PROPN
fis-3892	219	11	(	(	PUNCT
fis-3892	219	12	2001	2001	NUM
fis-3892	219	13	)	)	PUNCT
fis-3892	219	14	.	.	PUNCT
fis-3892	220	1	behavior	behavior	NOUN
fis-3892	220	2	of	of	ADP
fis-3892	220	3	frp	frp	PROPN
fis-3892	220	4	jacketed	jacket	VERB
fis-3892	220	5	concrete	concrete	ADJ
fis-3892	220	6	columns	column	NOUN
fis-3892	220	7	under	under	ADP
fis-3892	220	8	eccentric	eccentric	ADJ
fis-3892	220	9	loading	loading	NOUN
fis-3892	220	10	,	,	PUNCT
fis-3892	220	11	journal	journal	NOUN
fis-3892	220	12	of	of	ADP
fis-3892	220	13	composites	composite	NOUN
fis-3892	220	14	for	for	ADP
fis-3892	220	15	construction	construction	NOUN
fis-3892	220	16	,	,	PUNCT
fis-3892	220	17	5(3	5(3	NUM
fis-3892	220	18	)	)	PUNCT
fis-3892	220	19	,	,	PUNCT
fis-3892	220	20	pp	pp	ADP
fis-3892	220	21	.	.	PUNCT
fis-3892	221	1	146–152	146–152	NUM
fis-3892	221	2	.	.	PUNCT
fis-3892	222	1	[	[	X
fis-3892	222	2	6	6	NUM
fis-3892	222	3	]	]	SYM
fis-3892	222	4	li	li	PROPN
fis-3892	222	5	,	,	PUNCT
fis-3892	222	6	j.	j.	PROPN
fis-3892	222	7	and	and	CCONJ
fis-3892	222	8	hadi	hadi	PROPN
fis-3892	222	9	,	,	PUNCT
fis-3892	222	10	m.n	m.n	PROPN
fis-3892	222	11	.	.	PROPN
fis-3892	222	12	(	(	PUNCT
fis-3892	222	13	2003	2003	NUM
fis-3892	222	14	)	)	PUNCT
fis-3892	222	15	.	.	PUNCT
fis-3892	223	1	behaviour	behaviour	NOUN
fis-3892	223	2	of	of	ADP
fis-3892	223	3	externally	externally	ADV
fis-3892	223	4	confined	confine	VERB
fis-3892	223	5	high	high	ADJ
fis-3892	223	6	-	-	PUNCT
fis-3892	223	7	strength	strength	NOUN
fis-3892	223	8	concrete	concrete	ADJ
fis-3892	223	9	columns	column	NOUN
fis-3892	223	10	under	under	ADP
fis-3892	223	11	eccentric	eccentric	ADJ
fis-3892	223	12	loading	loading	NOUN
fis-3892	223	13	,	,	PUNCT
fis-3892	223	14	composite	composite	ADJ
fis-3892	223	15	structures	structure	NOUN
fis-3892	223	16	,	,	PUNCT
fis-3892	223	17	62(2	62(2	NOUN
fis-3892	223	18	)	)	PUNCT
fis-3892	223	19	,	,	PUNCT
fis-3892	223	20	pp	pp	ADP
fis-3892	223	21	.	.	PUNCT
fis-3892	224	1	145–153	145–153	NUM
fis-3892	224	2	.	.	PUNCT
fis-3892	225	1	[	[	X
fis-3892	225	2	7	7	NUM
fis-3892	225	3	]	]	X
fis-3892	225	4	fitzwilliam	fitzwilliam	PROPN
fis-3892	225	5	,	,	PUNCT
fis-3892	225	6	j.	j.	PROPN
fis-3892	225	7	and	and	CCONJ
fis-3892	225	8	bisby	bisby	PROPN
fis-3892	225	9	,	,	PUNCT
fis-3892	225	10	l.	l.	PROPN
fis-3892	225	11	(	(	PUNCT
fis-3892	225	12	2006	2006	NUM
fis-3892	225	13	)	)	PUNCT
fis-3892	225	14	,	,	PUNCT
fis-3892	225	15	slenderness	slenderness	ADJ
fis-3892	225	16	effects	effect	NOUN
fis-3892	225	17	on	on	ADP
fis-3892	225	18	circular	circular	ADJ
fis-3892	225	19	frp	frp	NOUN
fis-3892	225	20	wrapped	wrap	VERB
fis-3892	225	21	reinforced	reinforce	VERB
fis-3892	225	22	concrete	concrete	ADJ
fis-3892	225	23	columns	column	NOUN
fis-3892	225	24	.	.	PUNCT
fis-3892	226	1	in	in	ADP
fis-3892	226	2	:	:	PUNCT
fis-3892	226	3	third	third	ADJ
fis-3892	226	4	international	international	ADJ
fis-3892	226	5	conference	conference	NOUN
fis-3892	226	6	on	on	ADP
fis-3892	226	7	frp	frp	PROPN
fis-3892	226	8	composites	composite	NOUN
fis-3892	226	9	in	in	ADP
fis-3892	226	10	civil	civil	ADJ
fis-3892	226	11	engineering	engineering	NOUN
fis-3892	226	12	.	.	PUNCT
fis-3892	226	13	.	.	PUNCT
fis-3892	227	1	[	[	X
fis-3892	227	2	8	8	NUM
fis-3892	227	3	]	]	X
fis-3892	227	4	yung	yung	PROPN
fis-3892	227	5	,	,	PUNCT
fis-3892	227	6	wang	wang	PROPN
fis-3892	227	7	,	,	PUNCT
fis-3892	227	8	c.	c.	PROPN
fis-3892	227	9	and	and	CCONJ
fis-3892	227	10	restrepo	restrepo	PROPN
fis-3892	227	11	,	,	PUNCT
fis-3892	227	12	j.	j.	PROPN
fis-3892	227	13	(	(	PUNCT
fis-3892	227	14	2001	2001	NUM
fis-3892	227	15	)	)	PUNCT
fis-3892	227	16	.	.	PUNCT
fis-3892	228	1	investigation	investigation	NOUN
fis-3892	228	2	of	of	ADP
fis-3892	228	3	concentrically	concentrically	ADV
fis-3892	228	4	loaded	load	VERB
fis-3892	228	5	reinforced	reinforce	VERB
fis-3892	228	6	concrete	concrete	ADJ
fis-3892	228	7	columns	column	NOUN
fis-3892	228	8	confined	confine	VERB
fis-3892	228	9	with	with	ADP
fis-3892	228	10	glass	glass	NOUN
fis-3892	228	11	fiber	fiber	NOUN
fis-3892	228	12	-	-	PUNCT
fis-3892	228	13	reinforced	reinforce	VERB
fis-3892	228	14	polymer	polymer	NOUN
fis-3892	228	15	jackets	jacket	NOUN
fis-3892	228	16	,	,	PUNCT
fis-3892	228	17	aci	aci	PROPN
fis-3892	228	18	structural	structural	ADJ
fis-3892	228	19	journal	journal	PROPN
fis-3892	228	20	,	,	PUNCT
fis-3892	228	21	92(3	92(3	NOUN
fis-3892	228	22	)	)	PUNCT
fis-3892	228	23	,	,	PUNCT
fis-3892	228	24	pp	pp	ADP
fis-3892	228	25	.	.	PUNCT
fis-3892	229	1	144–157	144–157	NUM
fis-3892	229	2	.	.	PUNCT
fis-3892	230	1	[	[	X
fis-3892	230	2	9	9	NUM
fis-3892	230	3	]	]	X
fis-3892	230	4	el	el	PROPN
fis-3892	230	5	maaddawy	maaddawy	PROPN
fis-3892	230	6	,	,	PUNCT
fis-3892	230	7	t.	t.	PROPN
fis-3892	230	8	(	(	PUNCT
fis-3892	230	9	2009	2009	NUM
fis-3892	230	10	)	)	PUNCT
fis-3892	230	11	.	.	PUNCT
fis-3892	231	1	strengthening	strengthen	VERB
fis-3892	231	2	of	of	ADP
fis-3892	231	3	eccentrically	eccentrically	ADV
fis-3892	231	4	loaded	load	VERB
fis-3892	231	5	reinforced	reinforce	VERB
fis-3892	231	6	concrete	concrete	ADJ
fis-3892	231	7	columns	column	NOUN
fis-3892	231	8	with	with	ADP
fis-3892	231	9	fiber	fiber	NOUN
fis-3892	231	10	-	-	PUNCT
fis-3892	231	11	reinforced	reinforce	VERB
fis-3892	231	12	polymer	polymer	NOUN
fis-3892	231	13	wrapping	wrapping	NOUN
fis-3892	231	14	system	system	NOUN
fis-3892	231	15	:	:	PUNCT
fis-3892	231	16	experimental	experimental	ADJ
fis-3892	231	17	investigation	investigation	NOUN
fis-3892	231	18	and	and	CCONJ
fis-3892	231	19	analytical	analytical	ADJ
fis-3892	231	20	modeling	modeling	NOUN
fis-3892	231	21	,	,	PUNCT
fis-3892	231	22	j.	j.	PROPN
fis-3892	231	23	compos	compos	PROPN
fis-3892	231	24	.	.	PUNCT
fis-3892	232	1	constr	constr	NOUN
fis-3892	232	2	.	.	PUNCT
fis-3892	233	1	13	13	NUM
fis-3892	233	2	,	,	PUNCT
fis-3892	233	3	pp	pp	ADJ
fis-3892	233	4	.	.	PUNCT
fis-3892	234	1	13–24	13–24	NUM
fis-3892	234	2	.	.	PUNCT
fis-3892	235	1	[	[	X
fis-3892	235	2	10	10	NUM
fis-3892	235	3	]	]	X
fis-3892	235	4	chellapandian	chellapandian	PROPN
fis-3892	235	5	,	,	PUNCT
fis-3892	235	6	s.s	s.s	PROPN
fis-3892	235	7	.	.	PROPN
fis-3892	235	8	,	,	PUNCT
fis-3892	235	9	prakash	prakash	PROPN
fis-3892	235	10	,	,	PUNCT
fis-3892	235	11	a.	a.	NOUN
fis-3892	235	12	and	and	CCONJ
fis-3892	235	13	rajagopal	rajagopal	PROPN
fis-3892	235	14	.	.	PUNCT
fis-3892	236	1	(	(	PUNCT
fis-3892	236	2	2018	2018	NUM
fis-3892	236	3	)	)	PUNCT
fis-3892	236	4	.	.	PUNCT
fis-3892	237	1	analytical	analytical	ADJ
fis-3892	237	2	and	and	CCONJ
fis-3892	237	3	finite	finite	ADJ
fis-3892	237	4	element	element	NOUN
fis-3892	237	5	studies	study	NOUN
fis-3892	237	6	on	on	ADP
fis-3892	237	7	hybrid	hybrid	ADJ
fis-3892	237	8	frp	frp	PROPN
fis-3892	237	9	strengthened	strengthen	VERB
fis-3892	237	10	rc	rc	PROPN
fis-3892	237	11	column	column	NOUN
fis-3892	237	12	elements	element	NOUN
fis-3892	237	13	under	under	ADP
fis-3892	237	14	axial	axial	ADJ
fis-3892	237	15	and	and	CCONJ
fis-3892	237	16	eccentric	eccentric	ADJ
fis-3892	237	17	compression	compression	NOUN
fis-3892	237	18	,	,	PUNCT
fis-3892	237	19	composite	composite	ADJ
fis-3892	237	20	structures	structure	NOUN
fis-3892	237	21	,	,	PUNCT
fis-3892	237	22	184	184	NUM
fis-3892	237	23	,	,	PUNCT
fis-3892	237	24	pp	pp	ADJ
fis-3892	237	25	.	.	PUNCT
fis-3892	238	1	234–248	234–248	NUM
fis-3892	238	2	.	.	PUNCT
fis-3892	239	1	[	[	X
fis-3892	239	2	11	11	NUM
fis-3892	239	3	]	]	SYM
fis-3892	239	4	wu	wu	PROPN
fis-3892	239	5	,	,	PUNCT
fis-3892	239	6	y.f	y.f	PROPN
fis-3892	239	7	.	.	PUNCT
fis-3892	239	8	and	and	CCONJ
fis-3892	239	9	jiang	jiang	PROPN
fis-3892	239	10	,	,	PUNCT
fis-3892	239	11	c.	c.	PROPN
fis-3892	239	12	(	(	PUNCT
fis-3892	239	13	2013	2013	NUM
fis-3892	239	14	)	)	PUNCT
fis-3892	239	15	.	.	PUNCT
fis-3892	240	1	effect	effect	NOUN
fis-3892	240	2	of	of	ADP
fis-3892	240	3	load	load	NOUN
fis-3892	240	4	eccentricity	eccentricity	NOUN
fis-3892	240	5	on	on	ADP
fis-3892	240	6	the	the	DET
fis-3892	240	7	stress	stress	NOUN
fis-3892	240	8	-	-	PUNCT
fis-3892	240	9	strain	strain	NOUN
fis-3892	240	10	relationship	relationship	NOUN
fis-3892	240	11	of	of	ADP
fis-3892	240	12	frp	frp	PROPN
fis-3892	240	13	-	-	PUNCT
fis-3892	240	14	confined	confine	VERB
fis-3892	240	15	concrete	concrete	ADJ
fis-3892	240	16	columns	column	NOUN
fis-3892	240	17	,	,	PUNCT
fis-3892	240	18	compos	compos	NOUN
fis-3892	240	19	.	.	PUNCT
fis-3892	241	1	struct	struct	NOUN
fis-3892	241	2	,	,	PUNCT
fis-3892	241	3	98	98	NUM
fis-3892	241	4	,	,	PUNCT
fis-3892	241	5	pp	pp	ADJ
fis-3892	241	6	.	.	PUNCT
fis-3892	242	1	228–241	228–241	NUM
fis-3892	242	2	.	.	PUNCT
fis-3892	243	1	[	[	X
fis-3892	243	2	12	12	NUM
fis-3892	243	3	]	]	X
fis-3892	243	4	lin	lin	PROPN
fis-3892	243	5	,	,	PUNCT
fis-3892	243	6	g.	g.	PROPN
fis-3892	243	7	and	and	CCONJ
fis-3892	243	8	teng	teng	PROPN
fis-3892	243	9	,	,	PUNCT
fis-3892	243	10	j.g	j.g	PROPN
fis-3892	243	11	.	.	PROPN
fis-3892	243	12	(	(	PUNCT
fis-3892	243	13	2017	2017	NUM
fis-3892	243	14	)	)	PUNCT
fis-3892	243	15	.	.	PUNCT
fis-3892	244	1	three	three	NUM
fis-3892	244	2	-	-	PUNCT
fis-3892	244	3	dimensional	dimensional	ADJ
fis-3892	244	4	finite	finite	ADJ
fis-3892	244	5	-	-	ADJ
fis-3892	244	6	element	element	ADJ
fis-3892	244	7	analysis	analysis	NOUN
fis-3892	244	8	of	of	ADP
fis-3892	244	9	frp	frp	PROPN
fis-3892	244	10	-	-	PUNCT
fis-3892	244	11	confined	confine	VERB
fis-3892	244	12	circular	circular	ADJ
fis-3892	244	13	concrete	concrete	ADJ
fis-3892	244	14	columns	column	NOUN
fis-3892	244	15	under	under	ADP
fis-3892	244	16	eccentric	eccentric	ADJ
fis-3892	244	17	loading	loading	NOUN
fis-3892	244	18	,	,	PUNCT
fis-3892	244	19	j.	j.	PROPN
fis-3892	244	20	compos	compos	PROPN
fis-3892	244	21	.	.	PUNCT
fis-3892	245	1	constr	constr	PROPN
fis-3892	245	2	,	,	PUNCT
fis-3892	245	3	21	21	NUM
fis-3892	245	4	,	,	PUNCT
fis-3892	245	5	pp	pp	ADJ
fis-3892	245	6	.	.	PUNCT
fis-3892	246	1	4017003–4017003	4017003–4017003	NUM
fis-3892	246	2	.	.	PUNCT
fis-3892	247	1	[	[	X
fis-3892	247	2	13	13	NUM
fis-3892	247	3	]	]	SYM
fis-3892	247	4	lorenzis	lorenzi	NOUN
fis-3892	247	5	,	,	PUNCT
fis-3892	247	6	l.	l.	PROPN
fis-3892	247	7	and	and	CCONJ
fis-3892	247	8	tepfers	tepfer	NOUN
fis-3892	247	9	,	,	PUNCT
fis-3892	247	10	r.	r.	PROPN
fis-3892	247	11	(	(	PUNCT
fis-3892	247	12	2003	2003	NUM
fis-3892	247	13	)	)	PUNCT
fis-3892	247	14	.	.	PUNCT
fis-3892	248	1	comparative	comparative	ADJ
fis-3892	248	2	study	study	NOUN
fis-3892	248	3	of	of	ADP
fis-3892	248	4	models	model	NOUN
fis-3892	248	5	on	on	ADP
fis-3892	248	6	confinement	confinement	NOUN
fis-3892	248	7	of	of	ADP
fis-3892	248	8	concrete	concrete	ADJ
fis-3892	248	9	cylinders	cylinder	NOUN
fis-3892	248	10	with	with	ADP
fis-3892	248	11	fiberreinforced	fiberreinforce	VERB
fis-3892	248	12	polymer	polymer	NOUN
fis-3892	248	13	composites	composite	NOUN
fis-3892	248	14	,	,	PUNCT
fis-3892	248	15	j.	j.	PROPN
fis-3892	248	16	compos	compos	PROPN
fis-3892	248	17	.	.	PUNCT
fis-3892	249	1	constr	constr	NOUN
fis-3892	249	2	,	,	PUNCT
fis-3892	249	3	7	7	NUM
fis-3892	249	4	,	,	PUNCT
fis-3892	249	5	pp	pp	ADJ
fis-3892	249	6	.	.	PUNCT
fis-3892	250	1	219–237	219–237	NUM
fis-3892	250	2	.	.	PUNCT
fis-3892	251	1	[	[	X
fis-3892	251	2	14	14	NUM
fis-3892	251	3	]	]	PUNCT
fis-3892	251	4	choi	choi	NOUN
fis-3892	251	5	,	,	PUNCT
fis-3892	251	6	e.	e.	PROPN
fis-3892	251	7	,	,	PUNCT
fis-3892	251	8	kim	kim	PROPN
fis-3892	251	9	,	,	PUNCT
fis-3892	251	10	j.w	j.w	PROPN
fis-3892	251	11	.	.	PROPN
fis-3892	251	12	,	,	PUNCT
fis-3892	251	13	rhee	rhee	PROPN
fis-3892	251	14	,	,	PUNCT
fis-3892	251	15	i.	i.	PROPN
fis-3892	251	16	and	and	CCONJ
fis-3892	251	17	kang	kang	PROPN
fis-3892	251	18	,	,	PUNCT
fis-3892	251	19	j.w	j.w	PROPN
fis-3892	251	20	.	.	PROPN
fis-3892	251	21	(	(	PUNCT
fis-3892	251	22	2014	2014	NUM
fis-3892	251	23	)	)	PUNCT
fis-3892	251	24	.	.	PUNCT
fis-3892	252	1	behavior	behavior	NOUN
fis-3892	252	2	and	and	CCONJ
fis-3892	252	3	modeling	modeling	NOUN
fis-3892	252	4	of	of	ADP
fis-3892	252	5	confined	confine	VERB
fis-3892	252	6	concrete	concrete	ADJ
fis-3892	252	7	cylinders	cylinder	NOUN
fis-3892	252	8	in	in	ADP
fis-3892	252	9	axial	axial	ADJ
fis-3892	252	10	compression	compression	NOUN
fis-3892	252	11	using	use	VERB
fis-3892	252	12	frp	frp	PROPN
fis-3892	252	13	rings	ring	NOUN
fis-3892	252	14	,	,	PUNCT
fis-3892	252	15	compos	compos	PROPN
fis-3892	252	16	.	.	PUNCT
fis-3892	253	1	b	b	X
fis-3892	253	2	eng	eng	PROPN
fis-3892	253	3	,	,	PUNCT
fis-3892	253	4	58	58	NUM
fis-3892	253	5	,	,	PUNCT
fis-3892	253	6	pp	pp	ADJ
fis-3892	253	7	.	.	PUNCT
fis-3892	254	1	175–184	175–184	NUM
fis-3892	254	2	.	.	PUNCT
fis-3892	255	1	[	[	X
fis-3892	255	2	15	15	NUM
fis-3892	255	3	]	]	X
fis-3892	255	4	fam	fam	NOUN
fis-3892	255	5	,	,	PUNCT
fis-3892	255	6	a.	a.	NOUN
fis-3892	255	7	,	,	PUNCT
fis-3892	255	8	flisak	flisak	VERB
fis-3892	255	9	,	,	PUNCT
fis-3892	255	10	b.	b.	PROPN
fis-3892	255	11	and	and	CCONJ
fis-3892	255	12	rizkalla	rizkalla	PROPN
fis-3892	255	13	,	,	PUNCT
fis-3892	255	14	s.	s.	PROPN
fis-3892	255	15	(	(	PUNCT
fis-3892	255	16	2003	2003	NUM
fis-3892	255	17	)	)	PUNCT
fis-3892	255	18	.	.	PUNCT
fis-3892	256	1	experimental	experimental	ADJ
fis-3892	256	2	and	and	CCONJ
fis-3892	256	3	analytical	analytical	ADJ
fis-3892	256	4	modeling	modeling	NOUN
fis-3892	256	5	of	of	ADP
fis-3892	256	6	concrete	concrete	NOUN
fis-3892	256	7	-	-	PUNCT
fis-3892	256	8	filled	fill	VERB
fis-3892	256	9	fiber	fiber	NOUN
fis-3892	256	10	-	-	PUNCT
fis-3892	256	11	reinforced	reinforce	VERB
fis-3892	256	12	polymer	polymer	NOUN
fis-3892	256	13	tubes	tube	NOUN
fis-3892	256	14	subjected	subject	VERB
fis-3892	256	15	to	to	ADP
fis-3892	256	16	combined	combine	VERB
fis-3892	256	17	bending	bending	NOUN
fis-3892	256	18	and	and	CCONJ
fis-3892	256	19	axial	axial	ADJ
fis-3892	256	20	loads	load	NOUN
fis-3892	256	21	,	,	PUNCT
fis-3892	256	22	aci	aci	PROPN
fis-3892	256	23	struct	struct	NOUN
fis-3892	256	24	.	.	PUNCT
fis-3892	257	1	j	j	PROPN
fis-3892	257	2	,	,	PUNCT
fis-3892	257	3	100	100	NUM
fis-3892	257	4	,	,	PUNCT
fis-3892	257	5	pp	pp	ADJ
fis-3892	257	6	.	.	PUNCT
fis-3892	258	1	499–509	499–509	NUM
fis-3892	258	2	.	.	PUNCT
fis-3892	259	1	[	[	X
fis-3892	259	2	16	16	NUM
fis-3892	259	3	]	]	X
fis-3892	259	4	tao	tao	PROPN
fis-3892	259	5	,	,	PUNCT
fis-3892	259	6	z.	z.	PROPN
fis-3892	259	7	,	,	PUNCT
fis-3892	259	8	teng	teng	PROPN
fis-3892	259	9	,	,	PUNCT
fis-3892	259	10	j.g	j.g	PROPN
fis-3892	259	11	.	.	PROPN
fis-3892	259	12	,	,	PUNCT
fis-3892	259	13	han	han	PROPN
fis-3892	259	14	,	,	PUNCT
fis-3892	259	15	l.h	l.h	PROPN
fis-3892	259	16	.	.	PROPN
fis-3892	259	17	and	and	CCONJ
fis-3892	259	18	lam	lam	PROPN
fis-3892	259	19	,	,	PUNCT
fis-3892	259	20	l.	l.	PROPN
fis-3892	259	21	(	(	PUNCT
fis-3892	259	22	2004	2004	NUM
fis-3892	259	23	)	)	PUNCT
fis-3892	259	24	.	.	PUNCT
fis-3892	260	1	experimental	experimental	ADJ
fis-3892	260	2	behaviour	behaviour	NOUN
fis-3892	260	3	of	of	ADP
fis-3892	260	4	frp	frp	PROPN
fis-3892	260	5	-	-	PUNCT
fis-3892	260	6	confined	confine	VERB
fis-3892	260	7	slender	slender	NOUN
fis-3892	260	8	rc	rc	PROPN
fis-3892	260	9	columns	column	NOUN
fis-3892	260	10	under	under	ADP
fis-3892	260	11	eccentric	eccentric	ADJ
fis-3892	260	12	loading	loading	NOUN
fis-3892	260	13	.	.	PUNCT
fis-3892	261	1	in	in	ADP
fis-3892	261	2	:	:	PUNCT
fis-3892	261	3	proceedings	proceeding	NOUN
fis-3892	261	4	of	of	ADP
fis-3892	261	5	the	the	DET
fis-3892	261	6	2nd	2nd	ADJ
fis-3892	261	7	international	international	ADJ
fis-3892	261	8	conference	conference	NOUN
fis-3892	261	9	on	on	ADP
fis-3892	261	10	advanced	advanced	ADJ
fis-3892	261	11	polymer	polymer	NOUN
fis-3892	261	12	composites	composite	NOUN
fis-3892	261	13	for	for	ADP
fis-3892	261	14	structural	structural	ADJ
fis-3892	261	15	applications	application	NOUN
fis-3892	261	16	in	in	ADP
fis-3892	261	17	construction	construction	NOUN
fis-3892	261	18	.	.	PUNCT
fis-3892	262	1	pp	pp	ADV
fis-3892	262	2	.	.	PUNCT
fis-3892	263	1	203–212	203–212	NUM
fis-3892	263	2	.	.	PUNCT
fis-3892	264	1	f	f	PROPN
fis-3892	264	2	i.	i.	PROPN
fis-3892	264	3	harba	harba	PROPN
fis-3892	264	4	et	et	PROPN
fis-3892	264	5	alii	alii	PROPN
fis-3892	264	6	,	,	PUNCT
fis-3892	264	7	frattura	frattura	PROPN
fis-3892	264	8	ed	ed	PROPN
fis-3892	264	9	integrità	integrità	PROPN
fis-3892	264	10	strutturale	strutturale	PROPN
fis-3892	264	11	,	,	PUNCT
fis-3892	264	12	63	63	NUM
fis-3892	264	13	(	(	PUNCT
fis-3892	264	14	2023	2023	NUM
fis-3892	264	15	)	)	PUNCT
fis-3892	264	16	190	190	NUM
fis-3892	264	17	-	-	SYM
fis-3892	264	18	205	205	NUM
fis-3892	264	19	;	;	PUNCT
fis-3892	264	20	doi	doi	NOUN
fis-3892	264	21	:	:	PUNCT
fis-3892	264	22	10.3221	10.3221	NUM
fis-3892	264	23	/	/	SYM
fis-3892	264	24	igf	igf	PROPN
fis-3892	264	25	-	-	PROPN
fis-3892	264	26	esis.63.16	esis.63.16	PROPN
fis-3892	264	27	204	204	NUM
fis-3892	265	1	[	[	X
fis-3892	265	2	17	17	NUM
fis-3892	265	3	]	]	X
fis-3892	265	4	hadi	hadi	NOUN
fis-3892	265	5	,	,	PUNCT
fis-3892	265	6	m.n.s	m.n.s	PROPN
fis-3892	265	7	.	.	PUNCT
fis-3892	265	8	(	(	PUNCT
fis-3892	265	9	2006	2006	NUM
fis-3892	265	10	)	)	PUNCT
fis-3892	265	11	.	.	PUNCT
fis-3892	266	1	comparative	comparative	ADJ
fis-3892	266	2	study	study	NOUN
fis-3892	266	3	of	of	ADP
fis-3892	266	4	eccentrically	eccentrically	ADV
fis-3892	266	5	loaded	load	VERB
fis-3892	266	6	frp	frp	PROPN
fis-3892	266	7	wrapped	wrap	VERB
fis-3892	266	8	columns	column	NOUN
fis-3892	266	9	,	,	PUNCT
fis-3892	266	10	compos	compos	NOUN
fis-3892	266	11	.	.	PUNCT
fis-3892	267	1	struct	struct	NOUN
fis-3892	267	2	,	,	PUNCT
fis-3892	267	3	74	74	NUM
fis-3892	267	4	,	,	PUNCT
fis-3892	267	5	pp	pp	ADJ
fis-3892	267	6	.	.	PUNCT
fis-3892	268	1	127	127	NUM
fis-3892	268	2	–	–	PUNCT
fis-3892	268	3	135	135	NUM
fis-3892	268	4	.	.	PUNCT
fis-3892	269	1	[	[	X
fis-3892	269	2	18	18	NUM
fis-3892	269	3	]	]	X
fis-3892	269	4	hadi	hadi	PROPN
fis-3892	269	5	,	,	PUNCT
fis-3892	269	6	m.n	m.n	PROPN
fis-3892	269	7	.	.	PROPN
fis-3892	269	8	(	(	PUNCT
fis-3892	269	9	2006	2006	NUM
fis-3892	269	10	)	)	PUNCT
fis-3892	269	11	.	.	PUNCT
fis-3892	270	1	behaviour	behaviour	NOUN
fis-3892	270	2	of	of	ADP
fis-3892	270	3	frp	frp	PROPN
fis-3892	270	4	wrapped	wrap	VERB
fis-3892	270	5	normal	normal	ADJ
fis-3892	270	6	strength	strength	NOUN
fis-3892	270	7	concrete	concrete	ADJ
fis-3892	270	8	columns	column	NOUN
fis-3892	270	9	under	under	ADP
fis-3892	270	10	eccentric	eccentric	ADJ
fis-3892	270	11	loading	loading	NOUN
fis-3892	270	12	,	,	PUNCT
fis-3892	270	13	compos	compos	NOUN
fis-3892	270	14	.	.	PUNCT
fis-3892	271	1	struct	struct	NOUN
fis-3892	271	2	,	,	PUNCT
fis-3892	271	3	72	72	NUM
fis-3892	271	4	,	,	PUNCT
fis-3892	271	5	pp	pp	ADJ
fis-3892	271	6	.	.	PUNCT
fis-3892	272	1	503–511	503–511	NUM
fis-3892	272	2	.	.	PUNCT
fis-3892	273	1	[	[	X
fis-3892	273	2	19	19	NUM
fis-3892	273	3	]	]	X
fis-3892	273	4	hadi	hadi	PROPN
fis-3892	273	5	,	,	PUNCT
fis-3892	273	6	m.n	m.n	PROPN
fis-3892	273	7	.	.	PROPN
fis-3892	273	8	(	(	PUNCT
fis-3892	273	9	2007	2007	NUM
fis-3892	273	10	)	)	PUNCT
fis-3892	273	11	.	.	PUNCT
fis-3892	274	1	behaviour	behaviour	NOUN
fis-3892	274	2	of	of	ADP
fis-3892	274	3	frp	frp	PROPN
fis-3892	274	4	strengthened	strengthen	VERB
fis-3892	274	5	concrete	concrete	ADJ
fis-3892	274	6	columns	column	NOUN
fis-3892	274	7	under	under	ADP
fis-3892	274	8	eccentric	eccentric	ADJ
fis-3892	274	9	compression	compression	NOUN
fis-3892	274	10	loading	loading	NOUN
fis-3892	274	11	,	,	PUNCT
fis-3892	274	12	compos	compos	NOUN
fis-3892	274	13	.	.	PUNCT
fis-3892	275	1	struct	struct	NOUN
fis-3892	275	2	,	,	PUNCT
fis-3892	275	3	77	77	NUM
fis-3892	275	4	,	,	PUNCT
fis-3892	275	5	pp	pp	ADJ
fis-3892	275	6	.	.	PUNCT
fis-3892	276	1	92–96	92–96	NUM
fis-3892	276	2	.	.	PUNCT
fis-3892	277	1	[	[	X
fis-3892	277	2	20	20	NUM
fis-3892	277	3	]	]	X
fis-3892	277	4	hadi	hadi	NOUN
fis-3892	277	5	,	,	PUNCT
fis-3892	277	6	m.n.s	m.n.s	PROPN
fis-3892	277	7	.	.	PUNCT
fis-3892	277	8	(	(	PUNCT
fis-3892	277	9	2007	2007	NUM
fis-3892	277	10	)	)	PUNCT
fis-3892	277	11	.	.	PUNCT
fis-3892	278	1	the	the	DET
fis-3892	278	2	behaviour	behaviour	NOUN
fis-3892	278	3	of	of	ADP
fis-3892	278	4	frp	frp	PROPN
fis-3892	278	5	wrapped	wrap	VERB
fis-3892	278	6	hsc	hsc	NOUN
fis-3892	278	7	columns	column	NOUN
fis-3892	278	8	under	under	ADP
fis-3892	278	9	different	different	ADJ
fis-3892	278	10	eccentric	eccentric	ADJ
fis-3892	278	11	loads	load	NOUN
fis-3892	278	12	,	,	PUNCT
fis-3892	278	13	compos	compos	NOUN
fis-3892	278	14	.	.	PUNCT
fis-3892	279	1	struct	struct	NOUN
fis-3892	279	2	,	,	PUNCT
fis-3892	279	3	78	78	NUM
fis-3892	279	4	,	,	PUNCT
fis-3892	279	5	pp	pp	ADJ
fis-3892	279	6	.	.	PUNCT
fis-3892	280	1	560–566	560–566	NUM
fis-3892	280	2	.	.	PUNCT
fis-3892	281	1	[	[	X
fis-3892	281	2	21	21	NUM
fis-3892	281	3	]	]	X
fis-3892	281	4	hadi	hadi	PROPN
fis-3892	281	5	,	,	PUNCT
fis-3892	281	6	m.n.s	m.n.s	PROPN
fis-3892	281	7	.	.	PUNCT
fis-3892	281	8	(	(	PUNCT
fis-3892	281	9	2009	2009	NUM
fis-3892	281	10	)	)	PUNCT
fis-3892	281	11	.	.	PUNCT
fis-3892	282	1	behaviour	behaviour	NOUN
fis-3892	282	2	of	of	ADP
fis-3892	282	3	eccentric	eccentric	ADJ
fis-3892	282	4	loading	loading	NOUN
fis-3892	282	5	of	of	ADP
fis-3892	282	6	frp	frp	PROPN
fis-3892	282	7	confined	confine	VERB
fis-3892	282	8	fibre	fibre	NOUN
fis-3892	282	9	steel	steel	NOUN
fis-3892	282	10	reinforced	reinforce	VERB
fis-3892	282	11	concrete	concrete	ADJ
fis-3892	282	12	columns	column	NOUN
fis-3892	282	13	,	,	PUNCT
fis-3892	282	14	constr	constr	NOUN
fis-3892	282	15	.	.	PUNCT
fis-3892	283	1	build	build	VERB
fis-3892	283	2	.	.	PUNCT
fis-3892	284	1	mater	mater	NOUN
fis-3892	284	2	,	,	PUNCT
fis-3892	284	3	23	23	NUM
fis-3892	284	4	,	,	PUNCT
fis-3892	284	5	pp	pp	ADJ
fis-3892	284	6	.	.	PUNCT
fis-3892	285	1	1102–1108	1102–1108	NUM
fis-3892	285	2	.	.	PUNCT
fis-3892	286	1	[	[	X
fis-3892	286	2	22	22	NUM
fis-3892	286	3	]	]	X
fis-3892	286	4	bisby	bisby	ADJ
fis-3892	286	5	,	,	PUNCT
fis-3892	286	6	l.	l.	NOUN
fis-3892	286	7	and	and	CCONJ
fis-3892	286	8	ranger	ranger	NOUN
fis-3892	286	9	,	,	PUNCT
fis-3892	286	10	m.	m.	NOUN
fis-3892	286	11	(	(	PUNCT
fis-3892	286	12	2010	2010	NUM
fis-3892	286	13	)	)	PUNCT
fis-3892	286	14	.	.	PUNCT
fis-3892	287	1	axial	axial	ADJ
fis-3892	287	2	-	-	PUNCT
fis-3892	287	3	flexural	flexural	ADJ
fis-3892	287	4	interaction	interaction	NOUN
fis-3892	287	5	in	in	ADP
fis-3892	287	6	circular	circular	ADJ
fis-3892	287	7	frp	frp	NOUN
fis-3892	287	8	-	-	PUNCT
fis-3892	287	9	confined	confine	VERB
fis-3892	287	10	reinforced	reinforce	VERB
fis-3892	287	11	concrete	concrete	ADJ
fis-3892	287	12	columns	column	NOUN
fis-3892	287	13	,	,	PUNCT
fis-3892	287	14	constr	constr	NOUN
fis-3892	287	15	.	.	PUNCT
fis-3892	288	1	build	build	VERB
fis-3892	288	2	.	.	PUNCT
fis-3892	289	1	mater	mater	NOUN
fis-3892	289	2	,	,	PUNCT
fis-3892	289	3	24	24	NUM
fis-3892	289	4	,	,	PUNCT
fis-3892	289	5	pp	pp	ADJ
fis-3892	289	6	.	.	PUNCT
fis-3892	290	1	1672–1681	1672–1681	NUM
fis-3892	290	2	.	.	PUNCT
fis-3892	291	1	[	[	X
fis-3892	291	2	23	23	NUM
fis-3892	291	3	]	]	X
fis-3892	291	4	cao	cao	PROPN
fis-3892	291	5	,	,	PUNCT
fis-3892	291	6	y.	y.	PROPN
fis-3892	291	7	,	,	PUNCT
fis-3892	291	8	wu	wu	PROPN
fis-3892	291	9	,	,	PUNCT
fis-3892	291	10	y.f	y.f	PROPN
fis-3892	291	11	.	.	PUNCT
fis-3892	291	12	and	and	CCONJ
fis-3892	291	13	jiang	jiang	PROPN
fis-3892	291	14	,	,	PUNCT
fis-3892	291	15	c.	c.	PROPN
fis-3892	291	16	(	(	PUNCT
fis-3892	291	17	2018	2018	NUM
fis-3892	291	18	)	)	PUNCT
fis-3892	291	19	.	.	PUNCT
fis-3892	292	1	stress	stress	NOUN
fis-3892	292	2	-	-	PUNCT
fis-3892	292	3	strain	strain	NOUN
fis-3892	292	4	relationship	relationship	NOUN
fis-3892	292	5	of	of	ADP
fis-3892	292	6	frp	frp	PROPN
fis-3892	292	7	confined	confine	VERB
fis-3892	292	8	concrete	concrete	ADJ
fis-3892	292	9	columns	column	NOUN
fis-3892	292	10	under	under	ADP
fis-3892	292	11	combined	combine	VERB
fis-3892	292	12	axial	axial	ADJ
fis-3892	292	13	load	load	NOUN
fis-3892	292	14	and	and	CCONJ
fis-3892	292	15	bending	bend	VERB
fis-3892	292	16	moment	moment	NOUN
fis-3892	292	17	,	,	PUNCT
fis-3892	292	18	compos	compos	NOUN
fis-3892	292	19	.	.	PUNCT
fis-3892	293	1	part	part	PROPN
fis-3892	293	2	b	b	PROPN
fis-3892	293	3	eng	eng	PROPN
fis-3892	293	4	,	,	PUNCT
fis-3892	293	5	134	134	NUM
fis-3892	293	6	,	,	PUNCT
fis-3892	293	7	pp	pp	ADJ
fis-3892	293	8	.	.	PUNCT
fis-3892	294	1	207–217	207–217	NUM
fis-3892	294	2	.	.	PUNCT
fis-3892	295	1	[	[	X
fis-3892	295	2	24	24	NUM
fis-3892	295	3	]	]	SYM
fis-3892	295	4	21	21	NUM
fis-3892	295	5	.	.	PUNCT
fis-3892	295	6	chaallal	chaallal	PROPN
fis-3892	295	7	,	,	PUNCT
fis-3892	295	8	o.	o.	NOUN
fis-3892	295	9	(	(	PUNCT
fis-3892	295	10	2000	2000	NUM
fis-3892	295	11	)	)	PUNCT
fis-3892	295	12	.	.	PUNCT
fis-3892	296	1	shahawy	shahawy	PROPN
fis-3892	296	2	,	,	PUNCT
fis-3892	296	3	m.	m.	NOUN
fis-3892	296	4	performance	performance	NOUN
fis-3892	296	5	of	of	ADP
fis-3892	296	6	fiber	fiber	NOUN
fis-3892	296	7	-	-	PUNCT
fis-3892	296	8	reinforced	reinforce	VERB
fis-3892	296	9	polymer	polymer	NOUN
fis-3892	296	10	-	-	PUNCT
fis-3892	296	11	wrapped	wrap	VERB
fis-3892	296	12	reinforced	reinforce	VERB
fis-3892	296	13	concrete	concrete	ADJ
fis-3892	296	14	column	column	NOUN
fis-3892	296	15	under	under	ADP
fis-3892	296	16	combined	combine	VERB
fis-3892	296	17	axial	axial	ADJ
fis-3892	296	18	-	-	PUNCT
fis-3892	296	19	flexural	flexural	ADJ
fis-3892	296	20	loading	loading	NOUN
fis-3892	296	21	,	,	PUNCT
fis-3892	296	22	aci	aci	PROPN
fis-3892	296	23	struct	struct	NOUN
fis-3892	296	24	.	.	PUNCT
fis-3892	297	1	j	j	PROPN
fis-3892	297	2	,	,	PUNCT
fis-3892	297	3	97	97	NUM
fis-3892	297	4	,	,	PUNCT
fis-3892	297	5	pp	pp	ADJ
fis-3892	297	6	.	.	PUNCT
fis-3892	298	1	659–668	659–668	NUM
fis-3892	298	2	.	.	PUNCT
fis-3892	299	1	[	[	X
fis-3892	299	2	25	25	NUM
fis-3892	299	3	]	]	PUNCT
fis-3892	299	4	maaddawy	maaddawy	NOUN
fis-3892	299	5	,	,	PUNCT
fis-3892	299	6	t.	t.	PROPN
fis-3892	299	7	(	(	PUNCT
fis-3892	299	8	2008	2008	NUM
fis-3892	299	9	)	)	PUNCT
fis-3892	299	10	.	.	PUNCT
fis-3892	300	1	behavior	behavior	NOUN
fis-3892	300	2	of	of	ADP
fis-3892	300	3	corrosion	corrosion	NOUN
fis-3892	300	4	-	-	PUNCT
fis-3892	300	5	damaged	damage	VERB
fis-3892	300	6	rc	rc	PROPN
fis-3892	300	7	columns	column	NOUN
fis-3892	300	8	wrapped	wrap	VERB
fis-3892	300	9	with	with	ADP
fis-3892	300	10	frp	frp	PROPN
fis-3892	300	11	under	under	ADP
fis-3892	300	12	combined	combine	VERB
fis-3892	300	13	flexural	flexural	ADJ
fis-3892	300	14	and	and	CCONJ
fis-3892	300	15	axial	axial	ADJ
fis-3892	300	16	loading	loading	NOUN
fis-3892	300	17	,	,	PUNCT
fis-3892	300	18	cem	cem	NOUN
fis-3892	300	19	.	.	PUNCT
fis-3892	301	1	concr	concr	PROPN
fis-3892	301	2	.	.	PUNCT
fis-3892	302	1	compos	compos	PROPN
fis-3892	302	2	,	,	PUNCT
fis-3892	302	3	30	30	NUM
fis-3892	302	4	,	,	PUNCT
fis-3892	302	5	pp	pp	ADJ
fis-3892	302	6	.	.	PUNCT
fis-3892	303	1	524–534	524–534	NUM
fis-3892	303	2	.	.	PUNCT
fis-3892	304	1	[	[	X
fis-3892	304	2	26	26	NUM
fis-3892	304	3	]	]	X
fis-3892	304	4	el	el	PROPN
fis-3892	304	5	maaddawy	maaddawy	PROPN
fis-3892	304	6	,	,	PUNCT
fis-3892	304	7	t.	t.	PROPN
fis-3892	304	8	(	(	PUNCT
fis-3892	304	9	2008	2008	NUM
fis-3892	304	10	)	)	PUNCT
fis-3892	304	11	.	.	PUNCT
fis-3892	305	1	post	post	ADJ
fis-3892	305	2	-	-	ADJ
fis-3892	305	3	repair	repair	ADJ
fis-3892	305	4	performance	performance	NOUN
fis-3892	305	5	of	of	ADP
fis-3892	305	6	eccentrically	eccentrically	ADV
fis-3892	305	7	loaded	load	VERB
fis-3892	305	8	rc	rc	PROPN
fis-3892	305	9	columns	column	NOUN
fis-3892	305	10	wrapped	wrap	VERB
fis-3892	305	11	with	with	ADP
fis-3892	305	12	cfrp	cfrp	NOUN
fis-3892	305	13	composites	composite	NOUN
fis-3892	305	14	,	,	PUNCT
fis-3892	305	15	cem	cem	NOUN
fis-3892	305	16	.	.	PUNCT
fis-3892	305	17	concr	concr	PROPN
fis-3892	305	18	.	.	PUNCT
fis-3892	306	1	compos	compos	PROPN
fis-3892	306	2	,	,	PUNCT
fis-3892	306	3	30	30	NUM
fis-3892	306	4	,	,	PUNCT
fis-3892	306	5	pp	pp	ADJ
fis-3892	306	6	.	.	PUNCT
fis-3892	307	1	822–830	822–830	NUM
fis-3892	307	2	.	.	PUNCT
fis-3892	308	1	[	[	X
fis-3892	308	2	27	27	NUM
fis-3892	308	3	]	]	X
fis-3892	308	4	elwan	elwan	PROPN
fis-3892	308	5	,	,	PUNCT
fis-3892	308	6	s.k	s.k	PROPN
fis-3892	308	7	.	.	PROPN
fis-3892	308	8	and	and	CCONJ
fis-3892	308	9	rashed	rashe	VERB
fis-3892	308	10	,	,	PUNCT
fis-3892	308	11	a.s	a.s	PROPN
fis-3892	308	12	.	.	PROPN
fis-3892	308	13	(	(	PUNCT
fis-3892	308	14	2011	2011	NUM
fis-3892	308	15	)	)	PUNCT
fis-3892	308	16	.	.	PUNCT
fis-3892	309	1	experimental	experimental	ADJ
fis-3892	309	2	behavior	behavior	NOUN
fis-3892	309	3	of	of	ADP
fis-3892	309	4	eccentrically	eccentrically	ADV
fis-3892	309	5	loaded	load	VERB
fis-3892	309	6	r.c	r.c	PROPN
fis-3892	309	7	.	.	PROPN
fis-3892	309	8	short	short	ADJ
fis-3892	309	9	columns	column	NOUN
fis-3892	309	10	strengthened	strengthen	VERB
fis-3892	309	11	using	use	VERB
fis-3892	309	12	gfrp	gfrp	PROPN
fis-3892	309	13	wrapping	wrapping	NOUN
fis-3892	309	14	,	,	PUNCT
fis-3892	309	15	struct	struct	NOUN
fis-3892	309	16	.	.	PUNCT
fis-3892	310	1	eng	eng	PROPN
fis-3892	310	2	.	.	PROPN
fis-3892	310	3	mech	mech	PROPN
fis-3892	310	4	,	,	PUNCT
fis-3892	310	5	39	39	NUM
fis-3892	310	6	,	,	PUNCT
fis-3892	310	7	pp	pp	ADJ
fis-3892	310	8	.	.	PUNCT
fis-3892	311	1	207–221	207–221	NUM
fis-3892	311	2	.	.	PUNCT
fis-3892	312	1	[	[	X
fis-3892	312	2	28	28	NUM
fis-3892	312	3	]	]	X
fis-3892	312	4	hadi	hadi	PROPN
fis-3892	312	5	,	,	PUNCT
fis-3892	312	6	m.n.s	m.n.s	PROPN
fis-3892	312	7	.	.	PUNCT
fis-3892	312	8	and	and	CCONJ
fis-3892	312	9	widiarsa	widiarsa	PROPN
fis-3892	312	10	,	,	PUNCT
fis-3892	312	11	i.b.r	i.b.r	PROPN
fis-3892	312	12	.	.	PROPN
fis-3892	312	13	(	(	PUNCT
fis-3892	312	14	2012	2012	NUM
fis-3892	312	15	)	)	PUNCT
fis-3892	312	16	.	.	PUNCT
fis-3892	313	1	axial	axial	ADJ
fis-3892	313	2	and	and	CCONJ
fis-3892	313	3	flexural	flexural	ADJ
fis-3892	313	4	performance	performance	NOUN
fis-3892	313	5	of	of	ADP
fis-3892	313	6	square	square	PROPN
fis-3892	313	7	rc	rc	PROPN
fis-3892	313	8	columns	column	NOUN
fis-3892	313	9	wrapped	wrap	VERB
fis-3892	313	10	with	with	ADP
fis-3892	313	11	cfrp	cfrp	NOUN
fis-3892	313	12	under	under	ADP
fis-3892	313	13	eccentric	eccentric	ADJ
fis-3892	313	14	loading	loading	NOUN
fis-3892	313	15	,	,	PUNCT
fis-3892	313	16	j.	j.	PROPN
fis-3892	313	17	compos	compos	PROPN
fis-3892	313	18	.	.	PUNCT
fis-3892	314	1	constr	constr	PROPN
fis-3892	314	2	,	,	PUNCT
fis-3892	314	3	16	16	NUM
fis-3892	314	4	,	,	PUNCT
fis-3892	314	5	pp	pp	ADJ
fis-3892	314	6	.	.	PUNCT
fis-3892	315	1	640–649	640–649	NUM
fis-3892	315	2	.	.	PUNCT
fis-3892	316	1	[	[	X
fis-3892	316	2	29	29	NUM
fis-3892	316	3	]	]	X
fis-3892	316	4	hajsadeghi	hajsadeghi	PROPN
fis-3892	316	5	,	,	PUNCT
fis-3892	316	6	m.	m.	NOUN
fis-3892	316	7	and	and	CCONJ
fis-3892	316	8	alaee	alaee	PROPN
fis-3892	316	9	,	,	PUNCT
fis-3892	316	10	f.	f.	PROPN
fis-3892	316	11	(	(	PUNCT
fis-3892	316	12	2010	2010	NUM
fis-3892	316	13	)	)	PUNCT
fis-3892	316	14	.	.	PUNCT
fis-3892	317	1	numerical	numerical	ADJ
fis-3892	317	2	analysis	analysis	NOUN
fis-3892	317	3	of	of	ADP
fis-3892	317	4	rectangular	rectangular	ADJ
fis-3892	317	5	reinforced	reinforce	VERB
fis-3892	317	6	concrete	concrete	ADJ
fis-3892	317	7	columns	column	NOUN
fis-3892	317	8	confined	confine	VERB
fis-3892	317	9	with	with	ADP
fis-3892	317	10	frp	frp	PROPN
fis-3892	317	11	jacket	jacket	NOUN
fis-3892	317	12	under	under	ADP
fis-3892	317	13	eccentric	eccentric	ADJ
fis-3892	317	14	loading	loading	NOUN
fis-3892	317	15	,	,	PUNCT
fis-3892	317	16	the	the	DET
fis-3892	317	17	5th	5th	ADJ
fis-3892	317	18	international	international	ADJ
fis-3892	317	19	conference	conference	NOUN
fis-3892	317	20	on	on	ADP
fis-3892	317	21	frp	frp	PROPN
fis-3892	317	22	composites	composite	NOUN
fis-3892	317	23	in	in	ADP
fis-3892	317	24	civil	civil	ADJ
fis-3892	317	25	engineering	engineering	NOUN
fis-3892	317	26	,	,	PUNCT
fis-3892	317	27	beijing	beijing	PROPN
fis-3892	317	28	,	,	PUNCT
fis-3892	317	29	china	china	PROPN
fis-3892	317	30	,	,	PUNCT
fis-3892	317	31	pp	pp	X
fis-3892	317	32	.	.	PUNCT
fis-3892	318	1	658–661	658–661	NUM
fis-3892	318	2	.	.	PUNCT
fis-3892	319	1	[	[	X
fis-3892	319	2	30	30	NUM
fis-3892	319	3	]	]	X
fis-3892	319	4	quiertant	quiertant	NOUN
fis-3892	319	5	,	,	PUNCT
fis-3892	319	6	m.	m.	NOUN
fis-3892	319	7	and	and	CCONJ
fis-3892	319	8	clement	clement	PROPN
fis-3892	319	9	,	,	PUNCT
fis-3892	319	10	j.	j.	PROPN
fis-3892	319	11	(	(	PUNCT
fis-3892	319	12	2011	2011	NUM
fis-3892	319	13	)	)	PUNCT
fis-3892	319	14	.	.	PUNCT
fis-3892	320	1	behavior	behavior	NOUN
fis-3892	320	2	of	of	ADP
fis-3892	320	3	rc	rc	PROPN
fis-3892	320	4	columns	column	NOUN
fis-3892	320	5	strengthened	strengthen	VERB
fis-3892	320	6	with	with	ADP
fis-3892	320	7	different	different	ADJ
fis-3892	320	8	cfrp	cfrp	NOUN
fis-3892	320	9	systems	system	NOUN
fis-3892	320	10	under	under	ADP
fis-3892	320	11	eccentric	eccentric	ADJ
fis-3892	320	12	loading	loading	NOUN
fis-3892	320	13	,	,	PUNCT
fis-3892	320	14	constr	constr	NOUN
fis-3892	320	15	.	.	PUNCT
fis-3892	321	1	build	build	VERB
fis-3892	321	2	.	.	PUNCT
fis-3892	322	1	mater	mater	NOUN
fis-3892	322	2	,	,	PUNCT
fis-3892	322	3	25	25	NUM
fis-3892	322	4	,	,	PUNCT
fis-3892	322	5	pp	pp	ADJ
fis-3892	322	6	.	.	PUNCT
fis-3892	323	1	452–460	452–460	NUM
fis-3892	323	2	.	.	PUNCT
fis-3892	324	1	[	[	X
fis-3892	324	2	31	31	NUM
fis-3892	324	3	]	]	SYM
fis-3892	324	4	sadeghian	sadeghian	NOUN
fis-3892	324	5	,	,	PUNCT
fis-3892	324	6	p.	p.	PROPN
fis-3892	324	7	,	,	PUNCT
fis-3892	324	8	rahai	rahai	PROPN
fis-3892	324	9	,	,	PUNCT
fis-3892	324	10	a.r	a.r	PROPN
fis-3892	324	11	.	.	PROPN
fis-3892	324	12	and	and	CCONJ
fis-3892	324	13	ehsani	ehsani	ADJ
fis-3892	324	14	,	,	PUNCT
fis-3892	324	15	m.r	m.r	PROPN
fis-3892	324	16	.	.	PROPN
fis-3892	324	17	(	(	PUNCT
fis-3892	324	18	2010	2010	NUM
fis-3892	324	19	)	)	PUNCT
fis-3892	324	20	.	.	PUNCT
fis-3892	325	1	experimental	experimental	ADJ
fis-3892	325	2	study	study	NOUN
fis-3892	325	3	of	of	ADP
fis-3892	325	4	rectangular	rectangular	PROPN
fis-3892	325	5	rc	rc	PROPN
fis-3892	325	6	columns	column	NOUN
fis-3892	325	7	strengthened	strengthen	VERB
fis-3892	325	8	with	with	ADP
fis-3892	325	9	cfrp	cfrp	NOUN
fis-3892	325	10	composites	composite	NOUN
fis-3892	325	11	under	under	ADP
fis-3892	325	12	eccentric	eccentric	ADJ
fis-3892	325	13	loading	loading	NOUN
fis-3892	325	14	,	,	PUNCT
fis-3892	325	15	j.	j.	PROPN
fis-3892	325	16	compos	compos	PROPN
fis-3892	325	17	.	.	PUNCT
fis-3892	326	1	constr	constr	PROPN
fis-3892	326	2	,	,	PUNCT
fis-3892	326	3	14	14	NUM
fis-3892	326	4	,	,	PUNCT
fis-3892	326	5	pp	pp	ADJ
fis-3892	326	6	.	.	PUNCT
fis-3892	327	1	443–450	443–450	NUM
fis-3892	327	2	.	.	PUNCT
fis-3892	328	1	[	[	X
fis-3892	328	2	32	32	NUM
fis-3892	328	3	]	]	PUNCT
fis-3892	328	4	shaheen	shaheen	PROPN
fis-3892	328	5	,	,	PUNCT
fis-3892	328	6	e.	e.	PROPN
fis-3892	328	7	and	and	CCONJ
fis-3892	328	8	shrive	shrive	ADJ
fis-3892	328	9	,	,	PUNCT
fis-3892	328	10	n.g	n.g	PROPN
fis-3892	328	11	.	.	PROPN
fis-3892	328	12	(	(	PUNCT
fis-3892	328	13	2007	2007	NUM
fis-3892	328	14	)	)	PUNCT
fis-3892	328	15	.	.	PUNCT
fis-3892	329	1	sprayed	spray	VERB
fis-3892	329	2	glass	glass	NOUN
fis-3892	329	3	fibre	fibre	NOUN
fis-3892	329	4	reinforced	reinforce	VERB
fis-3892	329	5	polymer	polymer	NOUN
fis-3892	329	6	masonry	masonry	NOUN
fis-3892	329	7	columns	column	NOUN
fis-3892	329	8	under	under	ADP
fis-3892	329	9	concentric	concentric	ADJ
fis-3892	329	10	and	and	CCONJ
fis-3892	329	11	eccentric	eccentric	ADJ
fis-3892	329	12	loading	loading	NOUN
fis-3892	329	13	,	,	PUNCT
fis-3892	329	14	can	can	AUX
fis-3892	329	15	.	.	PUNCT
fis-3892	330	1	j.	j.	PROPN
fis-3892	330	2	civ	civ	PROPN
fis-3892	330	3	.	.	PUNCT
fis-3892	331	1	eng	eng	PROPN
fis-3892	331	2	,	,	PUNCT
fis-3892	331	3	34	34	NUM
fis-3892	331	4	,	,	PUNCT
fis-3892	331	5	pp	pp	ADJ
fis-3892	331	6	.	.	PUNCT
fis-3892	331	7	1495–1505	1495–1505	NUM
fis-3892	331	8	.	.	PUNCT
fis-3892	332	1	[	[	X
fis-3892	332	2	33	33	NUM
fis-3892	332	3	]	]	X
fis-3892	332	4	liu	liu	PROPN
fis-3892	332	5	,	,	PUNCT
fis-3892	332	6	y.	y.	PROPN
fis-3892	332	7	,	,	PUNCT
fis-3892	332	8	dong	dong	PROPN
fis-3892	332	9	,	,	PUNCT
fis-3892	332	10	a.	a.	NOUN
fis-3892	332	11	,	,	PUNCT
fis-3892	332	12	zhao	zhao	PROPN
fis-3892	332	13	,	,	PUNCT
fis-3892	332	14	s.	s.	PROPN
fis-3892	332	15	,	,	PUNCT
fis-3892	332	16	zeng	zeng	PROPN
fis-3892	332	17	,	,	PUNCT
fis-3892	332	18	y.	y.	PROPN
fis-3892	332	19	and	and	CCONJ
fis-3892	332	20	wang	wang	PROPN
fis-3892	332	21	,	,	PUNCT
fis-3892	332	22	z.	z.	PROPN
fis-3892	332	23	(	(	PUNCT
fis-3892	332	24	2021	2021	NUM
fis-3892	332	25	)	)	PUNCT
fis-3892	332	26	.	.	PUNCT
fis-3892	333	1	the	the	DET
fis-3892	333	2	effect	effect	NOUN
fis-3892	333	3	of	of	ADP
fis-3892	333	4	cfrp	cfrp	ADJ
fis-3892	333	5	-	-	PUNCT
fis-3892	333	6	shear	shear	NOUN
fis-3892	333	7	strengthening	strengthen	VERB
fis-3892	333	8	on	on	ADP
fis-3892	333	9	existing	exist	VERB
fis-3892	333	10	circular	circular	ADJ
fis-3892	333	11	rc	rc	NOUN
fis-3892	333	12	columns	column	NOUN
fis-3892	333	13	under	under	ADP
fis-3892	333	14	impact	impact	NOUN
fis-3892	333	15	loads	load	NOUN
fis-3892	333	16	.	.	PUNCT
fis-3892	334	1	construction	construction	NOUN
fis-3892	334	2	and	and	CCONJ
fis-3892	334	3	building	building	NOUN
fis-3892	334	4	materials	material	NOUN
fis-3892	334	5	,	,	PUNCT
fis-3892	334	6	302	302	NUM
fis-3892	334	7	,	,	PUNCT
fis-3892	334	8	124185	124185	NUM
fis-3892	334	9	.	.	PUNCT
fis-3892	335	1	[	[	X
fis-3892	335	2	34	34	NUM
fis-3892	335	3	]	]	X
fis-3892	335	4	liu	liu	PROPN
fis-3892	335	5	,	,	PUNCT
fis-3892	335	6	x.	x.	PROPN
fis-3892	335	7	,	,	PUNCT
fis-3892	335	8	zheng	zheng	PROPN
fis-3892	335	9	,	,	PUNCT
fis-3892	335	10	y.z	y.z	PROPN
fis-3892	335	11	.	.	PROPN
fis-3892	335	12	,	,	PUNCT
fis-3892	335	13	fang	fang	PROPN
fis-3892	335	14	,	,	PUNCT
fis-3892	335	15	q.	q.	PROPN
fis-3892	335	16	,	,	PUNCT
fis-3892	335	17	zhou	zhou	PROPN
fis-3892	335	18	,	,	PUNCT
fis-3892	335	19	c.	c.	PROPN
fis-3892	335	20	,	,	PUNCT
fis-3892	335	21	yang	yang	PROPN
fis-3892	335	22	,	,	PUNCT
fis-3892	335	23	y.	y.	PROPN
fis-3892	335	24	,	,	PUNCT
fis-3892	335	25	xiang	xiang	PROPN
fis-3892	335	26	,	,	PUNCT
fis-3892	335	27	h.b	h.b	PROPN
fis-3892	335	28	.	.	PROPN
fis-3892	335	29	and	and	CCONJ
fis-3892	335	30	yan	yan	PROPN
fis-3892	335	31	,	,	PUNCT
fis-3892	335	32	h.c	h.c	PROPN
fis-3892	335	33	.	.	PUNCT
fis-3892	335	34	(	(	PUNCT
fis-3892	335	35	2022	2022	NUM
fis-3892	335	36	)	)	PUNCT
fis-3892	335	37	.	.	PUNCT
fis-3892	336	1	anti	anti	ADJ
fis-3892	336	2	-	-	ADJ
fis-3892	336	3	collision	collision	ADJ
fis-3892	336	4	performance	performance	NOUN
fis-3892	336	5	of	of	ADP
fis-3892	336	6	rc	rc	PROPN
fis-3892	336	7	columns	column	NOUN
fis-3892	336	8	strengthened	strengthen	VERB
fis-3892	336	9	with	with	ADP
fis-3892	336	10	a	a	DET
fis-3892	336	11	composite	composite	NOUN
fis-3892	336	12	of	of	ADP
fis-3892	336	13	frp	frp	PROPN
fis-3892	336	14	grid	grid	NOUN
fis-3892	336	15	and	and	CCONJ
fis-3892	336	16	uhpc	uhpc	NOUN
fis-3892	336	17	.	.	PUNCT
fis-3892	337	1	structures	structure	NOUN
fis-3892	337	2	,	,	PUNCT
fis-3892	337	3	43	43	NUM
fis-3892	337	4	,	,	PUNCT
fis-3892	337	5	pp	pp	ADJ
fis-3892	337	6	.	.	PUNCT
fis-3892	338	1	1682	1682	NUM
fis-3892	338	2	-	-	SYM
fis-3892	338	3	1691	1691	NUM
fis-3892	338	4	.	.	PUNCT
fis-3892	339	1	[	[	X
fis-3892	339	2	35	35	NUM
fis-3892	339	3	]	]	X
fis-3892	339	4	al	al	PROPN
fis-3892	339	5	-	-	PUNCT
fis-3892	339	6	rousan	rousan	PROPN
fis-3892	339	7	,	,	PUNCT
fis-3892	339	8	r.	r.	PROPN
fis-3892	339	9	(	(	PUNCT
fis-3892	339	10	2020	2020	NUM
fis-3892	339	11	)	)	PUNCT
fis-3892	339	12	.	.	PUNCT
fis-3892	340	1	behavior	behavior	NOUN
fis-3892	340	2	of	of	ADP
fis-3892	340	3	circular	circular	ADJ
fis-3892	340	4	reinforced	reinforce	VERB
fis-3892	340	5	concrete	concrete	ADJ
fis-3892	340	6	columns	column	NOUN
fis-3892	340	7	confined	confine	VERB
fis-3892	340	8	with	with	ADP
fis-3892	340	9	cfrp	cfrp	NOUN
fis-3892	340	10	composites	composite	NOUN
fis-3892	340	11	.	.	PUNCT
fis-3892	341	1	procedia	procedia	PROPN
fis-3892	341	2	manufacturing	manufacturing	NOUN
fis-3892	341	3	.	.	PUNCT
fis-3892	342	1	44	44	NUM
fis-3892	342	2	,	,	PUNCT
fis-3892	342	3	pp.623	pp.623	NOUN
fis-3892	342	4	-	-	PUNCT
fis-3892	342	5	30	30	NUM
fis-3892	342	6	.	.	PUNCT
fis-3892	343	1	[	[	X
fis-3892	343	2	36	36	NUM
fis-3892	343	3	]	]	X
fis-3892	343	4	yu	yu	PROPN
fis-3892	343	5	,	,	PUNCT
fis-3892	343	6	t.	t.	PROPN
fis-3892	343	7	,	,	PUNCT
fis-3892	343	8	teng	teng	PROPN
fis-3892	343	9	,	,	PUNCT
fis-3892	343	10	j.g	j.g	PROPN
fis-3892	343	11	.	.	PROPN
fis-3892	343	12	,	,	PUNCT
fis-3892	343	13	wong	wong	PROPN
fis-3892	343	14	,	,	PUNCT
fis-3892	343	15	y.l	y.l	PROPN
fis-3892	343	16	.	.	PROPN
fis-3892	343	17	and	and	CCONJ
fis-3892	343	18	dong	dong	PROPN
fis-3892	343	19	,	,	PUNCT
fis-3892	343	20	s.l	s.l	PROPN
fis-3892	343	21	.	.	PROPN
fis-3892	343	22	(	(	PUNCT
fis-3892	343	23	2010	2010	NUM
fis-3892	343	24	)	)	PUNCT
fis-3892	343	25	.	.	PUNCT
fis-3892	344	1	finite	finite	PROPN
fis-3892	344	2	element	element	NOUN
fis-3892	344	3	modeling	modeling	NOUN
fis-3892	344	4	of	of	ADP
fis-3892	344	5	confined	confine	VERB
fis-3892	344	6	concrete	concrete	NOUN
fis-3892	344	7	-	-	PUNCT
fis-3892	344	8	ii	ii	NOUN
fis-3892	344	9	:	:	PUNCT
fis-3892	344	10	plastic	plastic	NOUN
fis-3892	344	11	-	-	PUNCT
fis-3892	344	12	damage	damage	NOUN
fis-3892	344	13	model	model	NOUN
fis-3892	344	14	,	,	PUNCT
fis-3892	344	15	eng	eng	PROPN
fis-3892	344	16	.	.	PROPN
fis-3892	344	17	struct	struct	NOUN
fis-3892	344	18	.	.	PUNCT
fis-3892	345	1	(	(	PUNCT
fis-3892	345	2	32	32	NUM
fis-3892	345	3	)	)	PUNCT
fis-3892	345	4	,	,	PUNCT
fis-3892	345	5	pp	pp	ADJ
fis-3892	345	6	.	.	PUNCT
fis-3892	346	1	680–691	680–691	NUM
fis-3892	346	2	.	.	PUNCT
fis-3892	347	1	[	[	X
fis-3892	347	2	37	37	NUM
fis-3892	347	3	]	]	X
fis-3892	347	4	parvin	parvin	PROPN
fis-3892	347	5	,	,	PUNCT
fis-3892	347	6	a.	a.	NOUN
fis-3892	347	7	and	and	CCONJ
fis-3892	347	8	schroeder	schroeder	PROPN
fis-3892	347	9	,	,	PUNCT
fis-3892	347	10	j.	j.	PROPN
fis-3892	347	11	(	(	PUNCT
fis-3892	347	12	2008	2008	NUM
fis-3892	347	13	)	)	PUNCT
fis-3892	347	14	.	.	PUNCT
fis-3892	348	1	investigation	investigation	NOUN
fis-3892	348	2	of	of	ADP
fis-3892	348	3	eccentrically	eccentrically	ADV
fis-3892	348	4	loaded	load	VERB
fis-3892	348	5	cfrp	cfrp	NOUN
fis-3892	348	6	-	-	PUNCT
fis-3892	348	7	confined	confine	VERB
fis-3892	348	8	elliptical	elliptical	ADJ
fis-3892	348	9	concrete	concrete	ADJ
fis-3892	348	10	columns	column	NOUN
fis-3892	348	11	,	,	PUNCT
fis-3892	348	12	j.	j.	PROPN
fis-3892	348	13	compos	compos	PROPN
fis-3892	348	14	.	.	PUNCT
fis-3892	349	1	constr	constr	PROPN
fis-3892	349	2	,	,	PUNCT
fis-3892	349	3	12	12	NUM
fis-3892	349	4	,	,	PUNCT
fis-3892	349	5	pp	pp	ADJ
fis-3892	349	6	.	.	PUNCT
fis-3892	350	1	93–101	93–101	NOUN
fis-3892	350	2	.	.	PUNCT
fis-3892	351	1	[	[	X
fis-3892	351	2	38	38	NUM
fis-3892	351	3	]	]	SYM
fis-3892	351	4	hu	hu	PROPN
fis-3892	351	5	,	,	PUNCT
fis-3892	351	6	b.	b.	PROPN
fis-3892	351	7	,	,	PUNCT
fis-3892	351	8	wang	wang	PROPN
fis-3892	351	9	,	,	PUNCT
fis-3892	351	10	j.g	j.g	PROPN
fis-3892	351	11	.	.	PROPN
fis-3892	351	12	and	and	CCONJ
fis-3892	351	13	li	li	PROPN
fis-3892	351	14	,	,	PUNCT
fis-3892	351	15	g.q	g.q	PROPN
fis-3892	351	16	.	.	PROPN
fis-3892	351	17	(	(	PUNCT
fis-3892	351	18	2011	2011	NUM
fis-3892	351	19	)	)	PUNCT
fis-3892	351	20	.	.	PUNCT
fis-3892	352	1	numerical	numerical	PROPN
fis-3892	352	2	simulation	simulation	PROPN
fis-3892	352	3	and	and	CCONJ
fis-3892	352	4	strength	strength	NOUN
fis-3892	352	5	models	model	NOUN
fis-3892	352	6	of	of	ADP
fis-3892	352	7	frp	frp	PROPN
fis-3892	352	8	-	-	PUNCT
fis-3892	352	9	wrapped	wrap	VERB
fis-3892	352	10	reinforced	reinforce	VERB
fis-3892	352	11	concrete	concrete	ADJ
fis-3892	352	12	columns	column	NOUN
fis-3892	352	13	under	under	ADP
fis-3892	352	14	eccentric	eccentric	ADJ
fis-3892	352	15	loading	loading	NOUN
fis-3892	352	16	,	,	PUNCT
fis-3892	352	17	constr	constr	NOUN
fis-3892	352	18	.	.	PUNCT
fis-3892	353	1	build	build	VERB
fis-3892	353	2	.	.	PUNCT
fis-3892	354	1	mater	mater	NOUN
fis-3892	354	2	,	,	PUNCT
fis-3892	354	3	25	25	NUM
fis-3892	354	4	,	,	PUNCT
fis-3892	354	5	pp	pp	ADJ
fis-3892	354	6	.	.	PUNCT
fis-3892	354	7	2751–2763	2751–2763	NUM
fis-3892	354	8	.	.	PUNCT
fis-3892	355	1	[	[	X
fis-3892	355	2	39	39	NUM
fis-3892	355	3	]	]	PUNCT
fis-3892	355	4	yu	yu	PROPN
fis-3892	355	5	,	,	PUNCT
fis-3892	355	6	t.	t.	PROPN
fis-3892	355	7	,	,	PUNCT
fis-3892	355	8	teng	teng	PROPN
fis-3892	355	9	,	,	PUNCT
fis-3892	355	10	j.g	j.g	PROPN
fis-3892	355	11	.	.	PROPN
fis-3892	355	12	,	,	PUNCT
fis-3892	355	13	wong	wong	PROPN
fis-3892	355	14	,	,	PUNCT
fis-3892	355	15	y.l	y.l	PROPN
fis-3892	355	16	.	.	PROPN
fis-3892	355	17	and	and	CCONJ
fis-3892	355	18	dong	dong	PROPN
fis-3892	355	19	,	,	PUNCT
fis-3892	355	20	s.l	s.l	PROPN
fis-3892	355	21	.	.	PROPN
fis-3892	355	22	(	(	PUNCT
fis-3892	355	23	2010	2010	NUM
fis-3892	355	24	)	)	PUNCT
fis-3892	355	25	.	.	PUNCT
fis-3892	356	1	finite	finite	PROPN
fis-3892	356	2	element	element	NOUN
fis-3892	356	3	modeling	modeling	NOUN
fis-3892	356	4	of	of	ADP
fis-3892	356	5	confined	confine	VERB
fis-3892	356	6	concrete	concrete	NOUN
fis-3892	356	7	-	-	PUNCT
fis-3892	356	8	i	i	NOUN
fis-3892	356	9	:	:	PUNCT
fis-3892	356	10	drucker	drucker	NOUN
fis-3892	356	11	-	-	PUNCT
fis-3892	356	12	prager	prager	PROPN
fis-3892	356	13	type	type	NOUN
fis-3892	356	14	plasticity	plasticity	NOUN
fis-3892	356	15	model	model	NOUN
fis-3892	356	16	,	,	PUNCT
fis-3892	356	17	eng	eng	PROPN
fis-3892	356	18	.	.	PROPN
fis-3892	356	19	struct	struct	NOUN
fis-3892	356	20	,	,	PUNCT
fis-3892	356	21	32	32	NUM
fis-3892	356	22	,	,	PUNCT
fis-3892	356	23	pp	pp	ADJ
fis-3892	356	24	.	.	PUNCT
fis-3892	357	1	665–679	665–679	NUM
fis-3892	357	2	.	.	PUNCT
fis-3892	358	1	[	[	X
fis-3892	358	2	40	40	NUM
fis-3892	358	3	]	]	X
fis-3892	358	4	jiang	jiang	PROPN
fis-3892	358	5	,	,	PUNCT
fis-3892	358	6	j.f	j.f	PROPN
fis-3892	358	7	.	.	PROPN
fis-3892	358	8	and	and	CCONJ
fis-3892	358	9	wu	wu	PROPN
fis-3892	358	10	,	,	PUNCT
fis-3892	358	11	y.f	y.f	PROPN
fis-3892	358	12	.	.	PUNCT
fis-3892	358	13	(	(	PUNCT
fis-3892	358	14	2014	2014	NUM
fis-3892	358	15	)	)	PUNCT
fis-3892	358	16	.	.	PUNCT
fis-3892	359	1	characterization	characterization	NOUN
fis-3892	359	2	of	of	ADP
fis-3892	359	3	yield	yield	NOUN
fis-3892	359	4	surfaces	surface	NOUN
fis-3892	359	5	for	for	ADP
fis-3892	359	6	frp	frp	NOUN
fis-3892	359	7	-	-	PUNCT
fis-3892	359	8	confined	confine	VERB
fis-3892	359	9	concrete	concrete	NOUN
fis-3892	359	10	,	,	PUNCT
fis-3892	359	11	j.	j.	PROPN
fis-3892	359	12	eng	eng	PROPN
fis-3892	359	13	.	.	PROPN
fis-3892	359	14	mech	mech	PROPN
fis-3892	359	15	,	,	PUNCT
fis-3892	359	16	pp	pp	PROPN
fis-3892	359	17	.	.	PUNCT
fis-3892	360	1	4014096–4014096	4014096–4014096	NOUN
fis-3892	360	2	.	.	PUNCT
fis-3892	361	1	[	[	X
fis-3892	361	2	41	41	NUM
fis-3892	361	3	]	]	X
fis-3892	361	4	mazzucco	mazzucco	PROPN
fis-3892	361	5	,	,	PUNCT
fis-3892	361	6	g.	g.	PROPN
fis-3892	361	7	,	,	PUNCT
fis-3892	361	8	salomoni	salomoni	ADJ
fis-3892	361	9	,	,	PUNCT
fis-3892	361	10	v.	v.	PROPN
fis-3892	361	11	,	,	PUNCT
fis-3892	361	12	majorana	majorana	PROPN
fis-3892	361	13	,	,	PUNCT
fis-3892	361	14	c.	c.	PROPN
fis-3892	361	15	,	,	PUNCT
fis-3892	361	16	pellegrino	pellegrino	PROPN
fis-3892	361	17	,	,	PUNCT
fis-3892	361	18	c.	c.	PROPN
fis-3892	361	19	and	and	CCONJ
fis-3892	361	20	ceccato	ceccato	PROPN
fis-3892	361	21	,	,	PUNCT
fis-3892	361	22	c.	c.	NOUN
fis-3892	361	23	(	(	PUNCT
fis-3892	361	24	2016	2016	NUM
fis-3892	361	25	)	)	PUNCT
fis-3892	361	26	.	.	PUNCT
fis-3892	362	1	numerical	numerical	PROPN
fis-3892	362	2	investigation	investigation	NOUN
fis-3892	362	3	of	of	ADP
fis-3892	362	4	concrete	concrete	ADJ
fis-3892	362	5	columns	column	NOUN
fis-3892	362	6	with	with	ADP
fis-3892	362	7	external	external	ADJ
fis-3892	362	8	frp	frp	PROPN
fis-3892	362	9	jackets	jacket	NOUN
fis-3892	362	10	subjected	subject	VERB
fis-3892	362	11	to	to	ADP
fis-3892	362	12	axial	axial	ADJ
fis-3892	362	13	loads	load	NOUN
fis-3892	362	14	,	,	PUNCT
fis-3892	362	15	constr	constr	NOUN
fis-3892	362	16	.	.	PUNCT
fis-3892	363	1	build	build	VERB
fis-3892	363	2	.	.	PUNCT
fis-3892	364	1	mater	mater	NOUN
fis-3892	364	2	,	,	PUNCT
fis-3892	364	3	111	111	NUM
fis-3892	364	4	,	,	PUNCT
fis-3892	364	5	pp	pp	ADJ
fis-3892	364	6	.	.	PUNCT
fis-3892	365	1	590–599	590–599	NUM
fis-3892	365	2	.	.	PUNCT
fis-3892	366	1	[	[	X
fis-3892	366	2	42	42	NUM
fis-3892	366	3	]	]	X
fis-3892	366	4	teng	teng	PROPN
fis-3892	366	5	,	,	PUNCT
fis-3892	366	6	j.g	j.g	PROPN
fis-3892	366	7	.	.	PROPN
fis-3892	366	8	,	,	PUNCT
fis-3892	366	9	xiao	xiao	PROPN
fis-3892	366	10	,	,	PUNCT
fis-3892	366	11	q.g	q.g	PROPN
fis-3892	366	12	.	.	PROPN
fis-3892	366	13	,	,	PUNCT
fis-3892	366	14	yu	yu	PROPN
fis-3892	366	15	,	,	PUNCT
fis-3892	366	16	t.	t.	PROPN
fis-3892	366	17	and	and	CCONJ
fis-3892	366	18	lam	lam	PROPN
fis-3892	366	19	,	,	PUNCT
fis-3892	366	20	l.	l.	PROPN
fis-3892	366	21	(	(	PUNCT
fis-3892	366	22	2015	2015	NUM
fis-3892	366	23	)	)	PUNCT
fis-3892	366	24	.	.	PUNCT
fis-3892	367	1	three	three	NUM
fis-3892	367	2	-	-	PUNCT
fis-3892	367	3	dimensional	dimensional	ADJ
fis-3892	367	4	finite	finite	ADJ
fis-3892	367	5	element	element	NOUN
fis-3892	367	6	analysis	analysis	NOUN
fis-3892	367	7	of	of	ADP
fis-3892	367	8	reinforced	reinforce	VERB
fis-3892	367	9	concrete	concrete	ADJ
fis-3892	367	10	columns	column	NOUN
fis-3892	367	11	with	with	ADP
fis-3892	367	12	frp	frp	PROPN
fis-3892	367	13	and/or	and/or	CCONJ
fis-3892	367	14	steel	steel	NOUN
fis-3892	367	15	confinement	confinement	NOUN
fis-3892	367	16	,	,	PUNCT
fis-3892	367	17	eng	eng	PROPN
fis-3892	367	18	.	.	PROPN
fis-3892	367	19	struct	struct	NOUN
fis-3892	367	20	.	.	PUNCT
fis-3892	368	1	(	(	PUNCT
fis-3892	368	2	97	97	NUM
fis-3892	368	3	)	)	PUNCT
fis-3892	368	4	,	,	PUNCT
fis-3892	368	5	pp	pp	ADP
fis-3892	368	6	.	.	PUNCT
fis-3892	369	1	15–28	15–28	NOUN
fis-3892	369	2	.	.	PUNCT
fis-3892	370	1	i.	i.	PROPN
fis-3892	370	2	harba	harba	PROPN
fis-3892	370	3	et	et	PROPN
fis-3892	370	4	alii	alii	PROPN
fis-3892	370	5	,	,	PUNCT
fis-3892	370	6	frattura	frattura	PROPN
fis-3892	370	7	ed	ed	PROPN
fis-3892	370	8	integrità	integrità	PROPN
fis-3892	370	9	strutturale	strutturale	PROPN
fis-3892	370	10	,	,	PUNCT
fis-3892	370	11	63	63	NUM
fis-3892	370	12	(	(	PUNCT
fis-3892	370	13	2023	2023	NUM
fis-3892	370	14	)	)	PUNCT
fis-3892	370	15	190	190	NUM
fis-3892	370	16	-	-	SYM
fis-3892	370	17	205	205	NUM
fis-3892	370	18	;	;	PUNCT
fis-3892	370	19	doi	doi	NOUN
fis-3892	370	20	:	:	PUNCT
fis-3892	370	21	10.3221	10.3221	NUM
fis-3892	370	22	/	/	SYM
fis-3892	370	23	igf	igf	PROPN
fis-3892	370	24	-	-	PROPN
fis-3892	370	25	esis.63.16	esis.63.16	PROPN
fis-3892	370	26	205	205	NUM
fis-3892	371	1	[	[	X
fis-3892	371	2	43	43	NUM
fis-3892	371	3	]	]	X
fis-3892	371	4	kaiss	kaiss	ADJ
fis-3892	371	5	,	,	PUNCT
fis-3892	371	6	s.	s.	PROPN
fis-3892	371	7	,	,	PUNCT
fis-3892	371	8	raid	raid	NOUN
fis-3892	371	9	,	,	PUNCT
fis-3892	371	10	k.	k.	PROPN
fis-3892	371	11	and	and	CCONJ
fis-3892	371	12	mohammed	mohammed	PROPN
fis-3892	371	13	,	,	PUNCT
fis-3892	371	14	h.	h.	PROPN
fis-3892	371	15	(	(	PUNCT
fis-3892	371	16	2018	2018	NUM
fis-3892	371	17	)	)	PUNCT
fis-3892	371	18	.	.	PUNCT
fis-3892	372	1	influence	influence	NOUN
fis-3892	372	2	of	of	ADP
fis-3892	372	3	ties	tie	NOUN
fis-3892	372	4	on	on	ADP
fis-3892	372	5	the	the	DET
fis-3892	372	6	behavior	behavior	NOUN
fis-3892	372	7	of	of	ADP
fis-3892	372	8	short	short	ADJ
fis-3892	372	9	reinforced	reinforce	VERB
fis-3892	372	10	concrete	concrete	ADJ
fis-3892	372	11	columns	column	NOUN
fis-3892	372	12	strengthened	strengthen	VERB
fis-3892	372	13	by	by	ADP
fis-3892	372	14	external	external	ADJ
fis-3892	372	15	cfrp	cfrp	NOUN
fis-3892	372	16	,	,	PUNCT
fis-3892	372	17	matec	matec	ADJ
fis-3892	372	18	web	web	NOUN
fis-3892	372	19	of	of	ADP
fis-3892	372	20	conferences	conference	NOUN
fis-3892	372	21	,	,	PUNCT
fis-3892	372	22	162	162	NUM
fis-3892	372	23	,	,	PUNCT
fis-3892	372	24	pp	pp	ADJ
fis-3892	372	25	.	.	PUNCT
fis-3892	373	1	4005–4005	4005–4005	NUM
fis-3892	373	2	.	.	PUNCT
fis-3892	374	1	[	[	X
fis-3892	374	2	44	44	NUM
fis-3892	374	3	]	]	PUNCT
fis-3892	374	4	(	(	PUNCT
fis-3892	374	5	2008	2008	NUM
fis-3892	374	6	)	)	PUNCT
fis-3892	374	7	.	.	PUNCT
fis-3892	375	1	abaqus	abaqus	NOUN
fis-3892	375	2	theory	theory	NOUN
fis-3892	375	3	manual	manual	NOUN
fis-3892	375	4	,	,	PUNCT
fis-3892	375	5	user	user	NOUN
fis-3892	375	6	manual	manual	NOUN
fis-3892	375	7	and	and	CCONJ
fis-3892	375	8	example	example	NOUN
fis-3892	375	9	manual	manual	NOUN
fis-3892	375	10	,	,	PUNCT
fis-3892	375	11	version	version	NOUN
fis-3892	375	12	6	6	NUM
fis-3892	375	13	,	,	PUNCT
fis-3892	375	14	vol	vol	NOUN
fis-3892	375	15	.	.	NOUN
fis-3892	375	16	8	8	NUM
fis-3892	375	17	.	.	X
fis-3892	376	1	providence	providence	NOUN
fis-3892	376	2	,	,	PUNCT
fis-3892	376	3	ri	ri	PROPN
fis-3892	376	4	:	:	PUNCT
fis-3892	376	5	karlsson	karlsson	PROPN
fis-3892	376	6	&	&	CCONJ
fis-3892	376	7	sorensen	sorensen	PROPN
fis-3892	376	8	inc	inc	PROPN
fis-3892	376	9	.	.	PUNCT
fis-3892	377	1	[	[	X
fis-3892	377	2	45	45	NUM
fis-3892	377	3	]	]	X
fis-3892	377	4	lee	lee	PROPN
fis-3892	377	5	,	,	PUNCT
fis-3892	377	6	j.	j.	PROPN
fis-3892	377	7	and	and	CCONJ
fis-3892	377	8	fenves	fenve	NOUN
fis-3892	377	9	,	,	PUNCT
fis-3892	377	10	g.l	g.l	PROPN
fis-3892	377	11	.	.	PROPN
fis-3892	377	12	(	(	PUNCT
fis-3892	377	13	1998	1998	NUM
fis-3892	377	14	)	)	PUNCT
fis-3892	377	15	.	.	PUNCT
fis-3892	378	1	plastic	plastic	NOUN
fis-3892	378	2	-	-	PUNCT
fis-3892	378	3	damage	damage	NOUN
fis-3892	378	4	model	model	NOUN
fis-3892	378	5	for	for	ADP
fis-3892	378	6	cyclic	cyclic	ADJ
fis-3892	378	7	loading	loading	NOUN
fis-3892	378	8	of	of	ADP
fis-3892	378	9	concrete	concrete	ADJ
fis-3892	378	10	structures	structure	NOUN
fis-3892	378	11	,	,	PUNCT
fis-3892	378	12	j	j	PROPN
fis-3892	378	13	eng	eng	PROPN
fis-3892	378	14	mech	mech	PROPN
fis-3892	378	15	,	,	PUNCT
fis-3892	378	16	124	124	NUM
fis-3892	378	17	.	.	PUNCT
fis-3892	379	1	[	[	X
fis-3892	379	2	46	46	NUM
fis-3892	379	3	]	]	SYM
fis-3892	379	4	lubliner	lubliner	NOUN
fis-3892	379	5	,	,	PUNCT
fis-3892	379	6	j.	j.	PROPN
fis-3892	379	7	,	,	PUNCT
fis-3892	379	8	oliver	oliver	PROPN
fis-3892	379	9	,	,	PUNCT
fis-3892	379	10	j.	j.	PROPN
fis-3892	379	11	,	,	PUNCT
fis-3892	379	12	oller	oller	PROPN
fis-3892	379	13	,	,	PUNCT
fis-3892	379	14	s.	s.	PROPN
fis-3892	379	15	and	and	CCONJ
fis-3892	379	16	on	on	ADP
fis-3892	379	17	ate	ate	PROPN
fis-3892	379	18	,	,	PUNCT
fis-3892	379	19	e.	e.	PROPN
fis-3892	379	20	(	(	PUNCT
fis-3892	379	21	1989	1989	NUM
fis-3892	379	22	)	)	PUNCT
fis-3892	379	23	.	.	PUNCT
fis-3892	380	1	a	a	DET
fis-3892	380	2	plastic	plastic	ADJ
fis-3892	380	3	damage	damage	NOUN
fis-3892	380	4	model	model	NOUN
fis-3892	380	5	for	for	ADP
fis-3892	380	6	concrete	concrete	ADJ
fis-3892	380	7	,	,	PUNCT
fis-3892	380	8	int	int	PROPN
fis-3892	380	9	j	j	PROPN
fis-3892	380	10	solids	solid	NOUN
fis-3892	380	11	struct	struct	NOUN
fis-3892	380	12	,	,	PUNCT
fis-3892	380	13	25	25	NUM
fis-3892	380	14	,	,	PUNCT
fis-3892	380	15	pp	pp	ADJ
fis-3892	380	16	.	.	PUNCT
fis-3892	381	1	299	299	NUM
fis-3892	381	2	-	-	SYM
fis-3892	381	3	326	326	NUM
fis-3892	381	4	.	.	PUNCT
fis-3892	382	1	[	[	X
fis-3892	382	2	47	47	NUM
fis-3892	382	3	]	]	X
fis-3892	382	4	lam	lam	PROPN
fis-3892	382	5	,	,	PUNCT
fis-3892	382	6	l.	l.	PROPN
fis-3892	382	7	and	and	CCONJ
fis-3892	382	8	teng	teng	PROPN
fis-3892	382	9	,	,	PUNCT
fis-3892	382	10	j.	j.	PROPN
fis-3892	382	11	(	(	PUNCT
fis-3892	382	12	2003	2003	NUM
fis-3892	382	13	)	)	PUNCT
fis-3892	382	14	.	.	PUNCT
fis-3892	383	1	design	design	NOUN
fis-3892	383	2	-	-	PUNCT
fis-3892	383	3	oriented	orient	VERB
fis-3892	383	4	stress	stress	NOUN
fis-3892	383	5	-	-	PUNCT
fis-3892	383	6	strain	strain	NOUN
fis-3892	383	7	model	model	NOUN
fis-3892	383	8	for	for	ADP
fis-3892	383	9	frp	frp	PROPN
fis-3892	383	10	-	-	PUNCT
fis-3892	383	11	confined	confine	VERB
fis-3892	383	12	concrete	concrete	NOUN
fis-3892	383	13	,	,	PUNCT
fis-3892	383	14	construction	construction	NOUN
fis-3892	383	15	&	&	CCONJ
fis-3892	383	16	building	building	PROPN
fis-3892	383	17	materials	material	NOUN
fis-3892	383	18	,	,	PUNCT
fis-3892	383	19	17(6	17(6	NUM
fis-3892	383	20	-	-	SYM
fis-3892	383	21	7	7	NUM
fis-3892	383	22	)	)	PUNCT
fis-3892	383	23	,	,	PUNCT
fis-3892	384	1	pp	pp	ADP
fis-3892	384	2	.	.	PUNCT
fis-3892	385	1	471	471	NUM
fis-3892	385	2	-	-	SYM
fis-3892	385	3	489	489	NUM
fis-3892	385	4	.	.	PUNCT
fis-3892	386	1	[	[	X
fis-3892	386	2	48	48	NUM
fis-3892	386	3	]	]	X
fis-3892	386	4	lam	lam	PROPN
fis-3892	386	5	,	,	PUNCT
fis-3892	386	6	l.	l.	PROPN
fis-3892	386	7	and	and	CCONJ
fis-3892	386	8	teng	teng	PROPN
fis-3892	386	9	,	,	PUNCT
fis-3892	386	10	j.	j.	PROPN
fis-3892	386	11	(	(	PUNCT
fis-3892	386	12	2003	2003	NUM
fis-3892	386	13	)	)	PUNCT
fis-3892	386	14	.	.	PUNCT
fis-3892	386	15	design	design	NOUN
fis-3892	386	16	-	-	PUNCT
fis-3892	386	17	oriented	orient	VERB
fis-3892	386	18	stress	stress	NOUN
fis-3892	386	19	-	-	PUNCT
fis-3892	386	20	strain	strain	NOUN
fis-3892	386	21	model	model	NOUN
fis-3892	386	22	for	for	ADP
fis-3892	386	23	frp	frp	PROPN
fis-3892	386	24	-	-	PUNCT
fis-3892	386	25	confined	confine	VERB
fis-3892	386	26	concrete	concrete	NOUN
fis-3892	386	27	in	in	ADP
fis-3892	386	28	rectangular	rectangular	ADJ
fis-3892	386	29	columns	column	NOUN
fis-3892	386	30	,	,	PUNCT
fis-3892	386	31	journal	journal	NOUN
fis-3892	386	32	of	of	ADP
fis-3892	386	33	reinforced	reinforce	VERB
fis-3892	386	34	plastics	plastic	NOUN
fis-3892	386	35	and	and	CCONJ
fis-3892	386	36	composites	composite	NOUN
fis-3892	386	37	,	,	PUNCT
fis-3892	386	38	22(13	22(13	NUM
fis-3892	386	39	)	)	PUNCT
fis-3892	386	40	,	,	PUNCT
fis-3892	386	41	pp	pp	PROPN
fis-3892	386	42	.	.	PUNCT
fis-3892	387	1	1149	1149	NUM
fis-3892	387	2	-	-	SYM
fis-3892	387	3	1186	1186	NUM
fis-3892	387	4	.	.	PUNCT
fis-3892	388	1	[	[	X
fis-3892	388	2	49	49	NUM
fis-3892	388	3	]	]	PUNCT
fis-3892	388	4	(	(	PUNCT
fis-3892	388	5	2017	2017	NUM
fis-3892	388	6	)	)	PUNCT
fis-3892	388	7	.	.	PUNCT
fis-3892	389	1	design	design	NOUN
fis-3892	389	2	and	and	CCONJ
fis-3892	389	3	construction	construction	NOUN
fis-3892	389	4	of	of	ADP
fis-3892	389	5	externally	externally	ADV
fis-3892	389	6	bonded	bond	VERB
fis-3892	389	7	frp	frp	PROPN
fis-3892	389	8	systems	system	NOUN
fis-3892	389	9	for	for	ADP
fis-3892	389	10	strengthening	strengthen	VERB
fis-3892	389	11	concrete	concrete	ADJ
fis-3892	389	12	structures	structure	NOUN
fis-3892	389	13	(	(	PUNCT
fis-3892	389	14	aci	aci	PROPN
fis-3892	389	15	440.2r-17	440.2r-17	PROPN
fis-3892	389	16	)	)	PUNCT
fis-3892	389	17	,	,	PUNCT
fis-3892	389	18	vol	vol	NOUN
fis-3892	389	19	.	.	PUNCT
fis-3892	389	20	112	112	NUM
fis-3892	389	21	.	.	PUNCT
fis-3892	390	1	farmington	farmington	PROPN
fis-3892	390	2	hills	hills	PROPN
fis-3892	390	3	,	,	PUNCT
fis-3892	390	4	mi	mi	PROPN
fis-3892	390	5	:	:	PUNCT
fis-3892	390	6	american	american	PROPN
fis-3892	390	7	concrete	concrete	PROPN
fis-3892	390	8	institute	institute	PROPN
fis-3892	390	9	.	.	PUNCT
fis-3892	391	1	[	[	X
fis-3892	391	2	50	50	NUM
fis-3892	391	3	]	]	X
fis-3892	391	4	wei	wei	PROPN
fis-3892	391	5	,	,	PUNCT
fis-3892	391	6	y.	y.	PROPN
fis-3892	391	7	,	,	PUNCT
fis-3892	391	8	jiang	jiang	PROPN
fis-3892	391	9	,	,	PUNCT
fis-3892	391	10	c.	c.	PROPN
fis-3892	391	11	and	and	CCONJ
fis-3892	391	12	wu	wu	PROPN
fis-3892	391	13	,	,	PUNCT
fis-3892	391	14	y.f	y.f	PROPN
fis-3892	391	15	.	.	PUNCT
fis-3892	391	16	(	(	PUNCT
fis-3892	391	17	2019	2019	NUM
fis-3892	391	18	)	)	PUNCT
fis-3892	391	19	.	.	PUNCT
fis-3892	392	1	confinement	confinement	ADJ
fis-3892	392	2	effectiveness	effectiveness	NOUN
fis-3892	392	3	of	of	ADP
fis-3892	392	4	circular	circular	ADJ
fis-3892	392	5	concrete	concrete	NOUN
fis-3892	392	6	-	-	PUNCT
fis-3892	392	7	filled	fill	VERB
fis-3892	392	8	steel	steel	NOUN
fis-3892	392	9	tubular	tubular	ADJ
fis-3892	392	10	columns	column	NOUN
fis-3892	392	11	under	under	ADP
fis-3892	392	12	axial	axial	ADJ
fis-3892	392	13	compression	compression	NOUN
fis-3892	392	14	,	,	PUNCT
fis-3892	392	15	journal	journal	NOUN
fis-3892	392	16	of	of	ADP
fis-3892	392	17	constriction	constriction	NOUN
fis-3892	392	18	and	and	CCONJ
fis-3892	392	19	steel	steel	NOUN
fis-3892	392	20	research	research	NOUN
fis-3892	392	21	,	,	PUNCT
fis-3892	392	22	158	158	NUM
fis-3892	392	23	,	,	PUNCT
fis-3892	392	24	pp	pp	ADJ
fis-3892	392	25	.	.	PUNCT
fis-3892	393	1	15–27	15–27	NUM
fis-3892	393	2	.	.	PUNCT
fis-3892	394	1	<	<	X
fis-3892	394	2	<	<	X
fis-3892	394	3	/ascii85encodepages	/ascii85encodepage	NOUN
fis-3892	394	4	false	false	ADJ
fis-3892	394	5	/allowtransparency	/allowtransparency	NOUN
fis-3892	394	6	false	false	ADJ
fis-3892	394	7	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-3892	394	8	true	true	ADJ
fis-3892	394	9	/autorotatepages	/autorotatepage	NOUN
fis-3892	394	10	/none	/none	PUNCT
fis-3892	394	11	/binding	/binding	PUNCT
fis-3892	394	12	/left	/left	ADJ
fis-3892	395	1	/calgrayprofile	/calgrayprofile	VERB
fis-3892	395	2	(	(	PUNCT
fis-3892	395	3	dot	dot	NOUN
fis-3892	395	4	gain	gain	NOUN
fis-3892	395	5	20	20	NUM
fis-3892	395	6	%	%	NOUN
fis-3892	395	7	)	)	PUNCT
fis-3892	395	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-3892	396	1	(	(	PUNCT
fis-3892	396	2	srgb	srgb	PROPN
fis-3892	396	3	iec61966	iec61966	NOUN
fis-3892	396	4	-	-	PUNCT
fis-3892	396	5	2.1	2.1	NUM
fis-3892	396	6	)	)	PUNCT
fis-3892	396	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-3892	397	1	(	(	PUNCT
fis-3892	397	2	u.s	u.s	PROPN
fis-3892	397	3	.	.	PROPN
fis-3892	397	4	web	web	NOUN
fis-3892	397	5	coated	coat	VERB
fis-3892	397	6	\050swop\051	\050swop\051	ADJ
fis-3892	397	7	v2	v2	NOUN
fis-3892	397	8	)	)	PUNCT
fis-3892	397	9	/srgbprofile	/srgbprofile	PUNCT
fis-3892	397	10	(	(	PUNCT
fis-3892	397	11	srgb	srgb	PROPN
fis-3892	397	12	iec61966	iec61966	NOUN
fis-3892	397	13	-	-	PUNCT
fis-3892	397	14	2.1	2.1	NUM
fis-3892	397	15	)	)	PUNCT
fis-3892	397	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-3892	398	1	/error	/error	INTJ
fis-3892	398	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-3892	399	1	1.4	1.4	NUM
fis-3892	399	2	/compressobjects	/compressobject	NOUN
fis-3892	399	3	/tags	/tag	VERB
fis-3892	399	4	/compresspages	/compresspage	NOUN
fis-3892	399	5	true	true	ADJ
fis-3892	399	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-3892	399	7	true	true	ADJ
fis-3892	399	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-3892	399	9	true	true	ADJ
fis-3892	399	10	/createjobticket	/createjobticket	NOUN
fis-3892	399	11	false	false	ADJ
fis-3892	399	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-3892	399	13	/default	/default	PUNCT
fis-3892	399	14	/detectblends	/detectblend	NOUN
fis-3892	399	15	true	true	ADJ
fis-3892	399	16	/detectcurves	/detectcurve	VERB
fis-3892	400	1	0.0000	0.0000	NUM
fis-3892	400	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-3892	400	3	/cmyk	/cmyk	PUNCT
fis-3892	401	1	/dothumbnails	/dothumbnail	VERB
fis-3892	402	1	false	false	ADJ
fis-3892	402	2	/embedallfonts	/embedallfont	NOUN
fis-3892	402	3	true	true	ADJ
fis-3892	402	4	/embedopentype	/embedopentype	PUNCT
fis-3892	402	5	false	false	ADJ
fis-3892	402	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-3892	402	7	true	true	ADJ
fis-3892	402	8	/embedjoboptions	/embedjoboption	NOUN
fis-3892	402	9	true	true	ADJ
fis-3892	402	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-3892	402	11	0	0	NUM
fis-3892	402	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-3892	402	13	false	false	ADJ
fis-3892	402	14	/endpage	/endpage	NOUN
fis-3892	402	15	-1	-1	NOUN
fis-3892	402	16	/imagememory	/imagememory	NUM
fis-3892	402	17	1048576	1048576	NUM
fis-3892	402	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-3892	402	19	false	false	ADJ
fis-3892	402	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-3892	402	21	100	100	NUM
fis-3892	402	22	/optimize	/optimize	NOUN
fis-3892	402	23	true	true	ADJ
fis-3892	402	24	/opm	/opm	NOUN
fis-3892	402	25	1	1	NUM
fis-3892	402	26	/parsedsccomments	/parsedsccomment	NOUN
fis-3892	402	27	true	true	ADJ
fis-3892	402	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-3892	402	29	true	true	ADJ
fis-3892	402	30	/preservecopypage	/preservecopypage	NOUN
fis-3892	402	31	true	true	ADJ
fis-3892	402	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-3892	402	33	true	true	ADJ
fis-3892	402	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-3892	402	35	true	true	ADJ
fis-3892	402	36	/preserveflatness	/preserveflatness	NOUN
fis-3892	402	37	true	true	ADJ
fis-3892	402	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-3892	402	39	false	false	ADJ
fis-3892	402	40	/preserveopicomments	/preserveopicomment	NOUN
fis-3892	402	41	true	true	ADJ
fis-3892	402	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-3892	402	43	true	true	ADJ
fis-3892	402	44	/startpage	/startpage	NOUN
fis-3892	402	45	1	1	NUM
fis-3892	402	46	/subsetfonts	/subsetfont	NOUN
fis-3892	402	47	true	true	ADJ
fis-3892	402	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-3892	402	49	/apply	/apply	PUNCT
fis-3892	402	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-3892	403	1	/preserve	/preserve	NOUN
fis-3892	403	2	/useprologue	/useprologue	NOUN
fis-3892	403	3	false	false	ADJ
fis-3892	403	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-3892	403	5	(	(	PUNCT
fis-3892	403	6	)	)	PUNCT
fis-3892	403	7	/alwaysembed	/alwaysembe	VERB
fis-3892	403	8	[	[	PUNCT
fis-3892	403	9	true	true	ADJ
fis-3892	403	10	]	]	PUNCT
fis-3892	403	11	/neverembed	/neverembed	PUNCT
fis-3892	404	1	[	[	PUNCT
fis-3892	404	2	true	true	ADJ
fis-3892	404	3	]	]	PUNCT
fis-3892	404	4	/antialiascolorimages	/antialiascolorimages	X
fis-3892	404	5	false	false	ADJ
fis-3892	404	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-3892	404	7	true	true	ADJ
fis-3892	404	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-3892	404	9	300	300	NUM
fis-3892	404	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-3892	404	11	/ok	/ok	ADJ
fis-3892	405	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-3892	406	1	true	true	ADJ
fis-3892	406	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-3892	406	3	/bicubic	/bicubic	NOUN
fis-3892	406	4	/colorimageresolution	/colorimageresolution	NOUN
fis-3892	407	1	300	300	NUM
fis-3892	407	2	/colorimagedepth	/colorimagedepth	PRON
fis-3892	407	3	-1	-1	INTJ
fis-3892	407	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-3892	407	5	1	1	NUM
fis-3892	407	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-3892	407	7	1.50000	1.50000	NUM
fis-3892	407	8	/encodecolorimages	/encodecolorimage	NOUN
fis-3892	407	9	true	true	ADJ
fis-3892	407	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-3892	407	11	/dctencode	/dctencode	PUNCT
fis-3892	408	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-3892	408	2	true	true	ADJ
fis-3892	408	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-3892	408	4	/jpeg	/jpeg	PUNCT
fis-3892	408	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-3892	409	1	<	<	X
fis-3892	409	2	<	<	X
fis-3892	409	3	/qfactor	/qfactor	NOUN
fis-3892	409	4	0.15	0.15	NUM
fis-3892	409	5	/hsamples	/hsample	NOUN
fis-3892	410	1	[	[	X
fis-3892	410	2	1	1	NUM
fis-3892	410	3	1	1	NUM
fis-3892	410	4	1	1	NUM
fis-3892	410	5	1	1	NUM
fis-3892	410	6	]	]	PUNCT
fis-3892	410	7	/vsamples	/vsample	NOUN
fis-3892	411	1	[	[	X
fis-3892	411	2	1	1	NUM
fis-3892	411	3	1	1	NUM
fis-3892	411	4	1	1	NUM
fis-3892	411	5	1	1	NUM
fis-3892	411	6	]	]	PUNCT
fis-3892	411	7	>	>	PUNCT
fis-3892	411	8	>	>	X
fis-3892	411	9	/colorimagedict	/colorimagedict	PUNCT
fis-3892	412	1	<	<	X
fis-3892	412	2	<	<	X
fis-3892	412	3	/qfactor	/qfactor	NOUN
fis-3892	412	4	0.15	0.15	NUM
fis-3892	412	5	/hsamples	/hsample	NOUN
fis-3892	413	1	[	[	X
fis-3892	413	2	1	1	NUM
fis-3892	413	3	1	1	NUM
fis-3892	413	4	1	1	NUM
fis-3892	413	5	1	1	NUM
fis-3892	413	6	]	]	PUNCT
fis-3892	413	7	/vsamples	/vsample	NOUN
fis-3892	414	1	[	[	X
fis-3892	414	2	1	1	NUM
fis-3892	414	3	1	1	NUM
fis-3892	414	4	1	1	NUM
fis-3892	414	5	1	1	NUM
fis-3892	414	6	]	]	PUNCT
fis-3892	414	7	>	>	PUNCT
fis-3892	414	8	>	>	X
fis-3892	414	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
fis-3892	415	1	<	<	X
fis-3892	415	2	<	<	X
fis-3892	415	3	/tilewidth	/tilewidth	PUNCT
fis-3892	415	4	256	256	NUM
fis-3892	415	5	/tileheight	/tileheight	NUM
fis-3892	415	6	256	256	NUM
fis-3892	415	7	/quality	/quality	NOUN
fis-3892	415	8	30	30	NUM
fis-3892	415	9	>	>	PUNCT
fis-3892	415	10	>	>	X
fis-3892	415	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-3892	415	12	<	<	X
fis-3892	415	13	<	<	X
fis-3892	415	14	/tilewidth	/tilewidth	PUNCT
fis-3892	415	15	256	256	NUM
fis-3892	415	16	/tileheight	/tileheight	NUM
fis-3892	415	17	256	256	NUM
fis-3892	415	18	/quality	/quality	NOUN
fis-3892	415	19	30	30	NUM
fis-3892	415	20	>	>	PUNCT
fis-3892	415	21	>	>	X
fis-3892	415	22	/antialiasgrayimages	/antialiasgrayimages	X
fis-3892	415	23	false	false	ADJ
fis-3892	415	24	/cropgrayimages	/cropgrayimage	NOUN
fis-3892	415	25	true	true	ADJ
fis-3892	415	26	/grayimageminresolution	/grayimageminresolution	ADV
fis-3892	415	27	300	300	NUM
fis-3892	415	28	/grayimageminresolutionpolicy	/grayimageminresolutionpolicy	NOUN
fis-3892	415	29	/ok	/ok	ADJ
fis-3892	415	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
fis-3892	416	1	true	true	ADJ
fis-3892	416	2	/grayimagedownsampletype	/grayimagedownsampletype	INTJ
fis-3892	416	3	/bicubic	/bicubic	NOUN
fis-3892	416	4	/grayimageresolution	/grayimageresolution	NOUN
fis-3892	416	5	300	300	NUM
fis-3892	416	6	/grayimagedepth	/grayimagedepth	PUNCT
fis-3892	416	7	-1	-1	PUNCT
fis-3892	416	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-3892	417	1	2	2	NUM
fis-3892	417	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
fis-3892	417	3	1.50000	1.50000	NUM
fis-3892	417	4	/encodegrayimages	/encodegrayimage	NOUN
fis-3892	417	5	true	true	ADJ
fis-3892	417	6	/grayimagefilter	/grayimagefilter	NOUN
fis-3892	417	7	/dctencode	/dctencode	PUNCT
fis-3892	418	1	/autofiltergrayimages	/autofiltergrayimages	VERB
fis-3892	418	2	true	true	ADJ
fis-3892	418	3	/grayimageautofilterstrategy	/grayimageautofilterstrategy	INTJ
fis-3892	418	4	/jpeg	/jpeg	PUNCT
fis-3892	418	5	/grayacsimagedict	/grayacsimagedict	PUNCT
fis-3892	419	1	<	<	X
fis-3892	419	2	<	<	X
fis-3892	419	3	/qfactor	/qfactor	NOUN
fis-3892	419	4	0.15	0.15	NUM
fis-3892	419	5	/hsamples	/hsample	NOUN
fis-3892	420	1	[	[	X
fis-3892	420	2	1	1	NUM
fis-3892	420	3	1	1	NUM
fis-3892	420	4	1	1	NUM
fis-3892	420	5	1	1	NUM
fis-3892	420	6	]	]	PUNCT
fis-3892	420	7	/vsamples	/vsample	NOUN
fis-3892	421	1	[	[	X
fis-3892	421	2	1	1	NUM
fis-3892	421	3	1	1	NUM
fis-3892	421	4	1	1	NUM
fis-3892	421	5	1	1	NUM
fis-3892	421	6	]	]	PUNCT
fis-3892	421	7	>	>	PUNCT
fis-3892	421	8	>	>	X
fis-3892	421	9	/grayimagedict	/grayimagedict	PUNCT
fis-3892	422	1	<	<	X
fis-3892	422	2	<	<	X
fis-3892	422	3	/qfactor	/qfactor	NOUN
fis-3892	422	4	0.15	0.15	NUM
fis-3892	422	5	/hsamples	/hsample	NOUN
fis-3892	423	1	[	[	X
fis-3892	423	2	1	1	NUM
fis-3892	423	3	1	1	NUM
fis-3892	423	4	1	1	NUM
fis-3892	423	5	1	1	NUM
fis-3892	423	6	]	]	PUNCT
fis-3892	423	7	/vsamples	/vsample	NOUN
fis-3892	424	1	[	[	X
fis-3892	424	2	1	1	NUM
fis-3892	424	3	1	1	NUM
fis-3892	424	4	1	1	NUM
fis-3892	424	5	1	1	NUM
fis-3892	424	6	]	]	PUNCT
fis-3892	424	7	>	>	X
fis-3892	424	8	>	>	X
fis-3892	424	9	/jpeg2000grayacsimagedict	/jpeg2000grayacsimagedict	PUNCT
fis-3892	425	1	<	<	X
fis-3892	425	2	<	<	X
fis-3892	425	3	/tilewidth	/tilewidth	PUNCT
fis-3892	425	4	256	256	NUM
fis-3892	425	5	/tileheight	/tileheight	NUM
fis-3892	425	6	256	256	NUM
fis-3892	425	7	/quality	/quality	NOUN
fis-3892	425	8	30	30	NUM
fis-3892	425	9	>	>	PUNCT
fis-3892	425	10	>	>	X
fis-3892	425	11	/jpeg2000grayimagedict	/jpeg2000grayimagedict	PUNCT
fis-3892	425	12	<	<	X
fis-3892	425	13	<	<	X
fis-3892	425	14	/tilewidth	/tilewidth	PUNCT
fis-3892	425	15	256	256	NUM
fis-3892	425	16	/tileheight	/tileheight	NUM
fis-3892	425	17	256	256	NUM
fis-3892	425	18	/quality	/quality	NOUN
fis-3892	425	19	30	30	NUM
fis-3892	425	20	>	>	PUNCT
fis-3892	425	21	>	>	X
fis-3892	425	22	/antialiasmonoimages	/antialiasmonoimage	NOUN
fis-3892	425	23	false	false	ADJ
fis-3892	425	24	/cropmonoimages	/cropmonoimage	NOUN
fis-3892	425	25	true	true	ADJ
fis-3892	425	26	/monoimageminresolution	/monoimageminresolution	NUM
fis-3892	425	27	1200	1200	NUM
fis-3892	425	28	/monoimageminresolutionpolicy	/monoimageminresolutionpolicy	PUNCT
fis-3892	426	1	/ok	/ok	PROPN
fis-3892	426	2	/downsamplemonoimages	/downsamplemonoimage	VERB
fis-3892	427	1	true	true	ADJ
fis-3892	427	2	/monoimagedownsampletype	/monoimagedownsampletype	PUNCT
fis-3892	427	3	/bicubic	/bicubic	NOUN
fis-3892	427	4	/monoimageresolution	/monoimageresolution	NOUN
fis-3892	427	5	1200	1200	NUM
fis-3892	427	6	/monoimagedepth	/monoimagedepth	PRON
fis-3892	427	7	-1	-1	PUNCT
fis-3892	428	1	/monoimagedownsamplethreshold	/monoimagedownsamplethreshold	PUNCT
fis-3892	428	2	1.50000	1.50000	NUM
fis-3892	428	3	/encodemonoimages	/encodemonoimage	NOUN
fis-3892	428	4	true	true	ADJ
fis-3892	428	5	/monoimagefilter	/monoimagefilter	ADP
fis-3892	428	6	/ccittfaxencode	/ccittfaxencode	INTJ
fis-3892	428	7	/monoimagedict	/monoimagedict	PUNCT
fis-3892	429	1	<	<	X
fis-3892	429	2	<	<	X
fis-3892	429	3	/k	/k	PUNCT
fis-3892	429	4	-1	-1	INTJ
fis-3892	429	5	>	>	PUNCT
fis-3892	429	6	>	>	X
fis-3892	429	7	/allowpsxobjects	/allowpsxobjects	PROPN
fis-3892	429	8	false	false	ADJ
fis-3892	429	9	/checkcompliance	/checkcompliance	NOUN
fis-3892	429	10	[	[	PUNCT
fis-3892	429	11	/none	/none	X
fis-3892	429	12	]	]	PUNCT
fis-3892	429	13	/pdfx1acheck	/pdfx1acheck	PUNCT
fis-3892	429	14	false	false	ADJ
fis-3892	429	15	/pdfx3check	/pdfx3check	PUNCT
fis-3892	429	16	false	false	ADJ
fis-3892	429	17	/pdfxcompliantpdfonly	/pdfxcompliantpdfonly	ADV
fis-3892	429	18	false	false	ADJ
fis-3892	429	19	/pdfxnotrimboxerror	/pdfxnotrimboxerror	NOUN
fis-3892	429	20	true	true	ADJ
fis-3892	429	21	/pdfxtrimboxtomediaboxoffset	/pdfxtrimboxtomediaboxoffset	NOUN
fis-3892	429	22	[	[	PUNCT
fis-3892	429	23	0.00000	0.00000	NUM
fis-3892	429	24	0.00000	0.00000	NUM
fis-3892	429	25	0.00000	0.00000	NUM
fis-3892	429	26	0.00000	0.00000	NUM
fis-3892	429	27	]	]	PUNCT
fis-3892	429	28	/pdfxsetbleedboxtomediabox	/pdfxsetbleedboxtomediabox	PUNCT
fis-3892	430	1	true	true	ADJ
fis-3892	430	2	/pdfxbleedboxtotrimboxoffset	/pdfxbleedboxtotrimboxoffset	PUNCT
fis-3892	430	3	[	[	PUNCT
fis-3892	430	4	0.00000	0.00000	NUM
fis-3892	430	5	0.00000	0.00000	NUM
fis-3892	430	6	0.00000	0.00000	NUM
fis-3892	430	7	0.00000	0.00000	NUM
fis-3892	430	8	]	]	PUNCT
fis-3892	430	9	/pdfxoutputintentprofile	/pdfxoutputintentprofile	PUNCT
fis-3892	431	1	(	(	PUNCT
fis-3892	431	2	)	)	PUNCT
fis-3892	431	3	/pdfxoutputconditionidentifier	/pdfxoutputconditionidentifi	ADJ
fis-3892	431	4	(	(	PUNCT
fis-3892	431	5	)	)	PUNCT
fis-3892	431	6	/pdfxoutputcondition	/pdfxoutputcondition	PRON
fis-3892	431	7	(	(	PUNCT
fis-3892	431	8	)	)	PUNCT
fis-3892	431	9	/pdfxregistryname	/pdfxregistryname	PUNCT
fis-3892	431	10	(	(	PUNCT
fis-3892	431	11	)	)	PUNCT
fis-3892	431	12	/pdfxtrapped	/pdfxtrapped	PUNCT
fis-3892	431	13	/false	/false	INTJ
fis-3892	432	1	/createjdffile	/createjdffile	INTJ
fis-3892	432	2	false	false	ADJ
fis-3892	432	3	/description	/description	NOUN
fis-3892	433	1	<	<	X
fis-3892	433	2	<	<	X
fis-3892	433	3	/ara	/ara	PUNCT
fis-3892	433	4	<	<	X
fis-3892	433	5	feff06270633062a062e062f0645002006470630064700200627064406250639062f0627062f0627062a002006440625064606340627062100200648062b062706260642002000410064006f00620065002000500044004600200645062a064806270641064206290020064406440637062806270639062900200641064a00200627064406450637062706280639002006300627062a0020062f0631062c0627062a002006270644062c0648062f0629002006270644063906270644064a0629061b0020064a06450643064600200641062a062d00200648062b0627062606420020005000440046002006270644064506460634062306290020062806270633062a062e062f062706450020004100630072006f0062006100740020064800410064006f006200650020005200650061006400650072002006250635062f0627063100200035002e0030002006480627064406250635062f062706310627062a0020062706440623062d062f062b002e0635062f0627063100200035002e0030002006480627064406250635062f062706310627062a0020062706440623062d062f062b002e	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	X
fis-3892	433	6	>	>	X
fis-3892	433	7	/bgr	/bgr	PUNCT
fis-3892	434	1	<	<	X
fis-3892	434	2	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	X
fis-3892	434	3	>	>	X
fis-3892	434	4	/chs	/chs	PUNCT
fis-3892	435	1	<	<	X
fis-3892	435	2	feff4f7f75288fd94e9b8bbe5b9a521b5efa7684002000410064006f006200650020005000440046002065876863900275284e8e9ad88d2891cf76845370524d53705237300260a853ef4ee54f7f75280020004100630072006f0062006100740020548c002000410064006f00620065002000520065006100640065007200200035002e003000204ee553ca66f49ad87248672c676562535f00521b5efa768400200050004400460020658768633002	feff4f7f75288fd94e9b8bbe5b9a521b5efa7684002000410064006f006200650020005000440046002065876863900275284e8e9ad88d2891cf76845370524d53705237300260a853ef4ee54f7f75280020004100630072006f0062006100740020548c002000410064006f00620065002000520065006100640065007200200035002e003000204ee553ca66f49ad87248672c676562535f00521b5efa768400200050004400460020658768633002	NOUN
fis-3892	435	3	>	>	X
fis-3892	435	4	/cht	/cht	PUNCT
fis-3892	436	1	<	<	X
fis-3892	436	2	feff4f7f752890194e9b8a2d7f6e5efa7acb7684002000410064006f006200650020005000440046002065874ef69069752865bc9ad854c18cea76845370524d5370523786557406300260a853ef4ee54f7f75280020004100630072006f0062006100740020548c002000410064006f00620065002000520065006100640065007200200035002e003000204ee553ca66f49ad87248672c4f86958b555f5df25efa7acb76840020005000440046002065874ef63002	feff4f7f752890194e9b8a2d7f6e5efa7acb7684002000410064006f006200650020005000440046002065874ef69069752865bc9ad854c18cea76845370524d5370523786557406300260a853ef4ee54f7f75280020004100630072006f0062006100740020548c002000410064006f00620065002000520065006100640065007200200035002e003000204ee553ca66f49ad87248672c4f86958b555f5df25efa7acb76840020005000440046002065874ef63002	X
fis-3892	436	3	>	>	X
fis-3892	436	4	/cze	/cze	PUNCT
fis-3892	437	1	<	<	X
fis-3892	437	2	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	X
fis-3892	437	3	>	>	X
fis-3892	437	4	/dan	/dan	PUNCT
fis-3892	438	1	<	<	X
fis-3892	439	1	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	X
fis-3892	439	2	>	>	X
fis-3892	439	3	/deu	/deu	PUNCT
fis-3892	439	4	<	<	X
fis-3892	439	5	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	X
fis-3892	439	6	>	>	X
fis-3892	439	7	/esp	/esp	PUNCT
fis-3892	439	8	<	<	X
fis-3892	439	9	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	X
fis-3892	439	10	>	>	X
fis-3892	439	11	/eti	/eti	X
fis-3892	440	1	<	<	X
fis-3892	440	2	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	X
fis-3892	440	3	>	>	X
fis-3892	440	4	/fra	/fra	PUNCT
fis-3892	441	1	<	<	X
fis-3892	441	2	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	X
fis-3892	441	3	>	>	X
fis-3892	441	4	/gre	/gre	PUNCT
fis-3892	441	5	<	<	X
fis-3892	441	6	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	NOUN
fis-3892	441	7	>	>	X
fis-3892	441	8	/heb	/heb	X
fis-3892	441	9	<	<	X
fis-3892	441	10	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	X
fis-3892	441	11	>	>	X
fis-3892	441	12	/hrv	/hrv	PROPN
fis-3892	442	1	(	(	PUNCT
fis-3892	442	2	za	za	PROPN
fis-3892	442	3	stvaranje	stvaranje	PROPN
fis-3892	442	4	adobe	adobe	PROPN
fis-3892	442	5	pdf	pdf	PROPN
fis-3892	442	6	dokumenata	dokumenata	PROPN
fis-3892	442	7	najpogodnijih	najpogodnijih	PROPN
fis-3892	442	8	za	za	PROPN
fis-3892	442	9	visokokvalitetni	visokokvalitetni	VERB
fis-3892	442	10	ispis	ispis	ADJ
fis-3892	442	11	prije	prije	NOUN
fis-3892	442	12	tiskanja	tiskanja	PROPN
fis-3892	442	13	koristite	koristite	PROPN
fis-3892	442	14	ove	ove	NOUN
fis-3892	442	15	postavke	postavke	NOUN
fis-3892	442	16	.	.	PUNCT
fis-3892	443	1	stvoreni	stvoreni	ADJ
fis-3892	443	2	pdf	pdf	NOUN
fis-3892	443	3	dokumenti	dokumenti	PROPN
fis-3892	443	4	mogu	mogu	PROPN
fis-3892	443	5	se	se	X
fis-3892	443	6	otvoriti	otvoriti	PROPN
fis-3892	443	7	acrobat	acrobat	PROPN
fis-3892	444	1	i	i	PRON
fis-3892	444	2	adobe	adobe	PROPN
fis-3892	444	3	reader	reader	PROPN
fis-3892	444	4	5.0	5.0	NUM
fis-3892	444	5	i	i	PRON
fis-3892	444	6	kasnijim	kasnijim	VERB
fis-3892	444	7	verzijama	verzijama	NOUN
fis-3892	444	8	.	.	PUNCT
fis-3892	444	9	)	)	PUNCT
fis-3892	445	1	/hun	/hun	PUNCT
fis-3892	446	1	<	<	X
fis-3892	446	2	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	X
fis-3892	446	3	>	>	X
fis-3892	446	4	/ita	/ita	PUNCT
fis-3892	447	1	<	<	X
fis-3892	447	2	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	X
fis-3892	447	3	>	>	X
fis-3892	447	4	/jpn	/jpn	PROPN
fis-3892	448	1	<	<	X
fis-3892	448	2	feff9ad854c18cea306a30d730ea30d730ec30b951fa529b7528002000410064006f0062006500200050004400460020658766f8306e4f5c6210306b4f7f75283057307e305930023053306e8a2d5b9a30674f5c62103055308c305f0020005000440046002030d530a130a430eb306f3001004100630072006f0062006100740020304a30883073002000410064006f00620065002000520065006100640065007200200035002e003000204ee5964d3067958b304f30533068304c3067304d307e305930023053306e8a2d5b9a306b306f30d530a930f330c8306e57cb30818fbc307f304c5fc59808306730593002	feff9ad854c18cea306a30d730ea30d730ec30b951fa529b7528002000410064006f0062006500200050004400460020658766f8306e4f5c6210306b4f7f75283057307e305930023053306e8a2d5b9a30674f5c62103055308c305f0020005000440046002030d530a130a430eb306f3001004100630072006f0062006100740020304a30883073002000410064006f00620065002000520065006100640065007200200035002e003000204ee5964d3067958b304f30533068304c3067304d307e305930023053306e8a2d5b9a306b306f30d530a930f330c8306e57cb30818fbc307f304c5fc59808306730593002	X
fis-3892	448	3	>	>	X
fis-3892	448	4	/kor	/kor	PUNCT
fis-3892	449	1	<	<	X
fis-3892	449	2	feffc7740020c124c815c7440020c0acc6a9d558c5ec0020ace0d488c9c80020c2dcd5d80020c778c1c4c5d00020ac00c7a50020c801d569d55c002000410064006f0062006500200050004400460020bb38c11cb97c0020c791c131d569b2c8b2e4002e0020c774b807ac8c0020c791c131b41c00200050004400460020bb38c11cb2940020004100630072006f0062006100740020bc0f002000410064006f00620065002000520065006100640065007200200035002e00300020c774c0c1c5d0c11c0020c5f40020c2180020c788c2b5b2c8b2e4002e	feffc7740020c124c815c7440020c0acc6a9d558c5ec0020ace0d488c9c80020c2dcd5d80020c778c1c4c5d00020ac00c7a50020c801d569d55c002000410064006f0062006500200050004400460020bb38c11cb97c0020c791c131d569b2c8b2e4002e0020c774b807ac8c0020c791c131b41c00200050004400460020bb38c11cb2940020004100630072006f0062006100740020bc0f002000410064006f00620065002000520065006100640065007200200035002e00300020c774c0c1c5d0c11c0020c5f40020c2180020c788c2b5b2c8b2e4002e	X
fis-3892	449	3	>	>	X
fis-3892	449	4	/lth	/lth	PUNCT
fis-3892	450	1	<	<	X
fis-3892	450	2	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	X
fis-3892	450	3	>	>	X
fis-3892	450	4	/lvi	/lvi	PUNCT
fis-3892	451	1	<	<	X
fis-3892	451	2	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	X
fis-3892	451	3	>	>	X
fis-3892	451	4	/nld	/nld	PUNCT
fis-3892	452	1	(	(	PUNCT
fis-3892	452	2	gebruik	gebruik	NOUN
fis-3892	452	3	deze	deze	PROPN
fis-3892	452	4	instellingen	instellingen	PROPN
fis-3892	452	5	om	om	PROPN
fis-3892	452	6	adobe	adobe	PROPN
fis-3892	452	7	pdf	pdf	PROPN
fis-3892	452	8	-	-	PUNCT
fis-3892	452	9	documenten	documenten	NOUN
fis-3892	452	10	te	te	ADP
fis-3892	452	11	maken	maken	PROPN
fis-3892	452	12	die	die	PROPN
fis-3892	452	13	zijn	zijn	PROPN
fis-3892	452	14	geoptimaliseerd	geoptimaliseerd	PROPN
fis-3892	452	15	voor	voor	NOUN
fis-3892	452	16	prepress	prepress	NOUN
fis-3892	452	17	-	-	PUNCT
fis-3892	452	18	afdrukken	afdrukken	VERB
fis-3892	452	19	van	van	PROPN
fis-3892	452	20	hoge	hoge	PROPN
fis-3892	452	21	kwaliteit	kwaliteit	PROPN
fis-3892	452	22	.	.	PUNCT
fis-3892	453	1	de	de	PROPN
fis-3892	453	2	gemaakte	gemaakte	PROPN
fis-3892	453	3	pdf	pdf	NOUN
fis-3892	453	4	-	-	PUNCT
fis-3892	453	5	documenten	documenten	NOUN
fis-3892	453	6	kunnen	kunnen	PROPN
fis-3892	453	7	worden	worden	PROPN
fis-3892	453	8	geopend	geopend	PROPN
fis-3892	453	9	met	meet	VERB
fis-3892	453	10	acrobat	acrobat	PROPN
fis-3892	453	11	en	en	PROPN
fis-3892	453	12	adobe	adobe	PROPN
fis-3892	453	13	reader	reader	PROPN
fis-3892	453	14	5.0	5.0	NUM
fis-3892	453	15	en	en	ADP
fis-3892	453	16	hoger	hoger	NOUN
fis-3892	453	17	.	.	PUNCT
fis-3892	453	18	)	)	PUNCT
fis-3892	454	1	/nor	/nor	PUNCT
fis-3892	455	1	<	<	X
fis-3892	455	2	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	feff004200720075006b00200064006900730073006500200069006e006e007300740069006c006c0069006e00670065006e0065002000740069006c002000e50020006f0070007000720065007400740065002000410064006f006200650020005000440046002d0064006f006b0075006d0065006e00740065007200200073006f006d00200065007200200062006500730074002000650067006e0065007400200066006f00720020006600f80072007400720079006b006b0073007500740073006b00720069006600740020006100760020006800f800790020006b00760061006c0069007400650074002e0020005000440046002d0064006f006b0075006d0065006e00740065006e00650020006b0061006e002000e50070006e00650073002000690020004100630072006f00620061007400200065006c006c00650072002000410064006f00620065002000520065006100640065007200200035002e003000200065006c006c00650072002000730065006e006500720065002e	X
fis-3892	455	3	>	>	X
fis-3892	455	4	/pol	/pol	PUNCT
fis-3892	456	1	<	<	X
fis-3892	456	2	feff0055007300740061007700690065006e0069006100200064006f002000740077006f0072007a0065006e0069006100200064006f006b0075006d0065006e007400f300770020005000440046002000700072007a0065007a006e00610063007a006f006e00790063006800200064006f002000770079006400720075006b00f30077002000770020007700790073006f006b00690065006a0020006a0061006b006f015b00630069002e002000200044006f006b0075006d0065006e0074007900200050004400460020006d006f017c006e00610020006f007400770069006500720061010700200077002000700072006f006700720061006d006900650020004100630072006f00620061007400200069002000410064006f00620065002000520065006100640065007200200035002e0030002000690020006e006f00770073007a0079006d002e	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	X
fis-3892	456	3	>	>	X
fis-3892	456	4	/ptb	/ptb	PROPN
fis-3892	456	5	<	<	X
fis-3892	456	6	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	X
fis-3892	456	7	>	>	X
fis-3892	456	8	/rum	/rum	X
fis-3892	456	9	<	<	X
fis-3892	456	10	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	X
fis-3892	456	11	>	>	X
fis-3892	456	12	/rus	/rus	PUNCT
fis-3892	456	13	<	<	X
fis-3892	456	14	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	X
fis-3892	456	15	>	>	X
fis-3892	456	16	/sky	/sky	PUNCT
fis-3892	457	1	<	<	X
fis-3892	457	2	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	X
fis-3892	457	3	>	>	X
fis-3892	457	4	/slv	/slv	X
fis-3892	457	5	<	<	X
fis-3892	457	6	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	X
fis-3892	457	7	>	>	X
fis-3892	457	8	/suo	/suo	PROPN
fis-3892	458	1	<	<	AUX
fis-3892	458	2	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	X
fis-3892	458	3	>	>	X
fis-3892	458	4	/sve	/sve	PROPN
fis-3892	458	5	<	<	X
fis-3892	458	6	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	X
fis-3892	458	7	>	>	X
fis-3892	458	8	/tur	/tur	X
fis-3892	458	9	<	<	X
fis-3892	458	10	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	PROPN
fis-3892	458	11	>	>	X
fis-3892	458	12	/ukr	/ukr	X
fis-3892	458	13	<	<	X
fis-3892	458	14	feff04120438043a043e0440043804410442043e043204430439044204350020044604560020043f043004400430043c043504420440043800200434043b044f0020044104420432043e04400435043d043d044f00200434043e043a0443043c0435043d044204560432002000410064006f006200650020005000440046002c0020044f043a04560020043d04300439043a04400430044904350020043f045604340445043e0434044f0442044c00200434043b044f0020043204380441043e043a043e044f043a04560441043d043e0433043e0020043f0435044004350434043404400443043a043e0432043e0433043e0020043404400443043a0443002e00200020042104420432043e04400435043d045600200434043e043a0443043c0435043d0442043800200050004400460020043c043e0436043d04300020043204560434043a0440043804420438002004430020004100630072006f006200610074002004420430002000410064006f00620065002000520065006100640065007200200035002e0030002004300431043e0020043f04560437043d04560448043e04570020043204350440044104560457002e	feff04120438043a043e0440043804410442043e043204430439044204350020044604560020043f043004400430043c043504420440043800200434043b044f0020044104420432043e04400435043d043d044f00200434043e043a0443043c0435043d044204560432002000410064006f006200650020005000440046002c0020044f043a04560020043d04300439043a04400430044904350020043f045604340445043e0434044f0442044c00200434043b044f0020043204380441043e043a043e044f043a04560441043d043e0433043e0020043f0435044004350434043404400443043a043e0432043e0433043e0020043404400443043a0443002e00200020042104420432043e04400435043d045600200434043e043a0443043c0435043d0442043800200050004400460020043c043e0436043d04300020043204560434043a0440043804420438002004430020004100630072006f006200610074002004420430002000410064006f00620065002000520065006100640065007200200035002e0030002004300431043e0020043f04560437043d04560448043e04570020043204350440044104560457002e	X
fis-3892	458	15	>	>	X
fis-3892	458	16	/enu	/enu	PUNCT
fis-3892	458	17	(	(	PUNCT
fis-3892	458	18	use	use	VERB
fis-3892	458	19	these	these	DET
fis-3892	458	20	settings	setting	NOUN
fis-3892	458	21	to	to	PART
fis-3892	458	22	create	create	VERB
fis-3892	458	23	adobe	adobe	PROPN
fis-3892	458	24	pdf	pdf	PROPN
fis-3892	458	25	documents	document	NOUN
fis-3892	458	26	best	well	ADV
fis-3892	458	27	suited	suit	VERB
fis-3892	458	28	for	for	ADP
fis-3892	458	29	high	high	ADJ
fis-3892	458	30	-	-	PUNCT
fis-3892	458	31	quality	quality	NOUN
fis-3892	458	32	prepress	prepress	NOUN
fis-3892	458	33	printing	printing	NOUN
fis-3892	458	34	.	.	PUNCT
fis-3892	459	1	created	create	VERB
fis-3892	459	2	pdf	pdf	NOUN
fis-3892	459	3	documents	document	NOUN
fis-3892	459	4	can	can	AUX
fis-3892	459	5	be	be	AUX
fis-3892	459	6	opened	open	VERB
fis-3892	459	7	with	with	ADP
fis-3892	459	8	acrobat	acrobat	PROPN
fis-3892	459	9	and	and	CCONJ
fis-3892	459	10	adobe	adobe	PROPN
fis-3892	459	11	reader	reader	PROPN
fis-3892	459	12	5.0	5.0	NUM
fis-3892	459	13	and	and	CCONJ
fis-3892	459	14	later	later	ADV
fis-3892	459	15	.	.	PUNCT
fis-3892	459	16	)	)	PUNCT
fis-3892	460	1	>	>	PUNCT
fis-3892	460	2	>	>	X
fis-3892	460	3	/namespace	/namespace	PUNCT
fis-3892	461	1	[	[	PUNCT
fis-3892	461	2	(	(	PUNCT
fis-3892	461	3	adobe	adobe	PROPN
fis-3892	461	4	)	)	PUNCT
fis-3892	461	5	(	(	PUNCT
fis-3892	461	6	common	common	ADJ
fis-3892	461	7	)	)	PUNCT
fis-3892	461	8	(	(	PUNCT
fis-3892	461	9	1.0	1.0	NUM
fis-3892	461	10	)	)	PUNCT
fis-3892	461	11	]	]	PUNCT
fis-3892	462	1	/othernamespaces	/othernamespace	VERB
fis-3892	462	2	[	[	PUNCT
fis-3892	462	3	<	<	X
fis-3892	462	4	<	<	X
fis-3892	462	5	/asreaderspreads	/asreaderspreads	X
fis-3892	462	6	false	false	ADJ
fis-3892	462	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-3892	462	8	true	true	ADJ
fis-3892	462	9	/errorcontrol	/errorcontrol	NOUN
fis-3892	463	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-3892	463	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-3892	463	3	false	false	ADJ
fis-3892	463	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-3892	463	5	false	false	ADJ
fis-3892	463	6	/includenonprinting	/includenonprinting	NOUN
fis-3892	463	7	false	false	ADJ
fis-3892	463	8	/includeslug	/includeslug	INTJ
fis-3892	463	9	false	false	ADJ
fis-3892	463	10	/namespace	/namespace	NOUN
fis-3892	464	1	[	[	PUNCT
fis-3892	464	2	(	(	PUNCT
fis-3892	464	3	adobe	adobe	PROPN
fis-3892	464	4	)	)	PUNCT
fis-3892	464	5	(	(	PUNCT
fis-3892	464	6	indesign	indesign	NOUN
fis-3892	464	7	)	)	PUNCT
fis-3892	464	8	(	(	PUNCT
fis-3892	464	9	4.0	4.0	NUM
fis-3892	464	10	)	)	PUNCT
fis-3892	464	11	]	]	PUNCT
fis-3892	464	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-3892	465	1	false	false	ADJ
fis-3892	465	2	/omitplacedeps	/omitplacedeps	INTJ
fis-3892	465	3	false	false	ADJ
fis-3892	465	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-3892	465	5	false	false	ADJ
fis-3892	465	6	/simulateoverprint	/simulateoverprint	NOUN
fis-3892	465	7	/legacy	/legacy	PUNCT
fis-3892	466	1	>	>	PUNCT
fis-3892	466	2	>	>	X
fis-3892	467	1	<	<	X
fis-3892	467	2	<	<	X
fis-3892	467	3	/addbleedmarks	/addbleedmarks	X
fis-3892	467	4	false	false	ADJ
fis-3892	467	5	/addcolorbars	/addcolorbars	INTJ
fis-3892	467	6	false	false	ADJ
fis-3892	467	7	/addcropmarks	/addcropmarks	PUNCT
fis-3892	467	8	false	false	ADJ
fis-3892	467	9	/addpageinfo	/addpageinfo	INTJ
fis-3892	467	10	false	false	ADJ
fis-3892	467	11	/addregmarks	/addregmark	NOUN
fis-3892	467	12	false	false	ADJ
fis-3892	467	13	/convertcolors	/convertcolor	NOUN
fis-3892	467	14	/converttocmyk	/converttocmyk	INTJ
fis-3892	467	15	/destinationprofilename	/destinationprofilename	PUNCT
fis-3892	467	16	(	(	PUNCT
fis-3892	467	17	)	)	PUNCT
fis-3892	467	18	/destinationprofileselector	/destinationprofileselector	NOUN
fis-3892	467	19	/documentcmyk	/documentcmyk	PUNCT
fis-3892	467	20	/downsample16bitimages	/downsample16bitimage	NOUN
fis-3892	467	21	true	true	ADJ
fis-3892	467	22	/flattenerpreset	/flattenerpreset	PUNCT
fis-3892	468	1	<	<	X
fis-3892	468	2	<	<	X
fis-3892	468	3	/presetselector	/presetselector	X
fis-3892	468	4	/mediumresolution	/mediumresolution	NOUN
fis-3892	468	5	>	>	PUNCT
fis-3892	468	6	>	>	X
fis-3892	468	7	/formelements	/formelement	NOUN
fis-3892	469	1	false	false	ADJ
fis-3892	469	2	/generatestructure	/generatestructure	PUNCT
fis-3892	469	3	false	false	ADJ
fis-3892	469	4	/includebookmarks	/includebookmark	NOUN
fis-3892	469	5	false	false	ADJ
fis-3892	469	6	/includehyperlinks	/includehyperlinks	INTJ
fis-3892	469	7	false	false	ADJ
fis-3892	469	8	/includeinteractive	/includeinteractive	ADJ
fis-3892	469	9	false	false	ADJ
fis-3892	469	10	/includelayers	/includelayer	NOUN
fis-3892	469	11	false	false	ADJ
fis-3892	469	12	/includeprofiles	/includeprofiles	INTJ
fis-3892	469	13	false	false	ADJ
fis-3892	469	14	/multimediahandling	/multimediahandling	NOUN
fis-3892	470	1	/useobjectsettings	/useobjectsettings	PRON
fis-3892	471	1	/namespace	/namespace	PUNCT
fis-3892	472	1	[	[	PUNCT
fis-3892	472	2	(	(	PUNCT
fis-3892	472	3	adobe	adobe	PROPN
fis-3892	472	4	)	)	PUNCT
fis-3892	472	5	(	(	PUNCT
fis-3892	472	6	creativesuite	creativesuite	NOUN
fis-3892	472	7	)	)	PUNCT
fis-3892	472	8	(	(	PUNCT
fis-3892	472	9	2.0	2.0	NUM
fis-3892	472	10	)	)	PUNCT
fis-3892	472	11	]	]	PUNCT
fis-3892	473	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-3892	473	2	/documentcmyk	/documentcmyk	PUNCT
fis-3892	474	1	/preserveediting	/preserveedite	VERB
fis-3892	474	2	true	true	ADJ
fis-3892	474	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-3892	474	4	/leaveuntagged	/leaveuntagge	VERB
fis-3892	474	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-3892	474	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-3892	474	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-3892	475	1	false	false	ADJ
fis-3892	475	2	>	>	PUNCT
fis-3892	475	3	>	>	X
fis-3892	475	4	]	]	PUNCT
fis-3892	475	5	>	>	PUNCT
fis-3892	475	6	>	>	X
fis-3892	475	7	setdistillerparams	setdistillerparam	NOUN
fis-3892	476	1	<	<	X
fis-3892	476	2	<	<	X
fis-3892	476	3	/hwresolution	/hwresolution	NOUN
fis-3892	477	1	[	[	X
fis-3892	477	2	2400	2400	NUM
fis-3892	477	3	2400	2400	NUM
fis-3892	477	4	]	]	PUNCT
fis-3892	477	5	/pagesize	/pagesize	X
fis-3892	478	1	[	[	X
fis-3892	478	2	612.000	612.000	NUM
fis-3892	478	3	792.000	792.000	NUM
fis-3892	478	4	]	]	PUNCT
fis-3892	478	5	>	>	PUNCT
fis-3892	478	6	>	>	X
fis-3892	478	7	setpagedevice	setpagedevice	PROPN