id	sid	tid	token	lemma	pos
fis-5092	1	1	microsoft	microsoft	PROPN
fis-5092	1	2	word	word	PROPN
fis-5092	1	3	numero_70_art_17_5092.docx	numero_70_art_17_5092.docx	PROPN
fis-5092	1	4	h.	h.	PROPN
fis-5092	1	5	a.	a.	PROPN
fis-5092	1	6	mohamed	mohamed	PROPN
fis-5092	1	7	et	et	PROPN
fis-5092	1	8	alii	alii	PROPN
fis-5092	1	9	,	,	PUNCT
fis-5092	1	10	frattura	frattura	PROPN
fis-5092	1	11	ed	ed	PROPN
fis-5092	1	12	integrità	integrità	PROPN
fis-5092	1	13	strutturale	strutturale	PROPN
fis-5092	1	14	,	,	PUNCT
fis-5092	1	15	70	70	NUM
fis-5092	1	16	(	(	PUNCT
fis-5092	1	17	2024	2024	NUM
fis-5092	1	18	)	)	PUNCT
fis-5092	1	19	286	286	NUM
fis-5092	1	20	-	-	SYM
fis-5092	1	21	309	309	NUM
fis-5092	1	22	;	;	PUNCT
fis-5092	1	23	doi	doi	NOUN
fis-5092	1	24	:	:	PUNCT
fis-5092	1	25	10.3221	10.3221	NUM
fis-5092	1	26	/	/	SYM
fis-5092	1	27	igf	igf	PROPN
fis-5092	1	28	-	-	ADJ
fis-5092	1	29	esis.70.17	esis.70.17	ADJ
fis-5092	1	30	286	286	NUM
fis-5092	1	31	rubberized	rubberize	VERB
fis-5092	1	32	reinforced	reinforce	VERB
fis-5092	1	33	concrete	concrete	ADJ
fis-5092	1	34	columns	column	NOUN
fis-5092	1	35	under	under	ADP
fis-5092	1	36	axial	axial	ADJ
fis-5092	1	37	and	and	CCONJ
fis-5092	1	38	cyclic	cyclic	ADJ
fis-5092	1	39	loading	loading	NOUN
fis-5092	1	40	heba	heba	PROPN
fis-5092	1	41	a.	a.	PROPN
fis-5092	1	42	mohamed	mohamed	PROPN
fis-5092	1	43	,	,	PUNCT
fis-5092	1	44	hilal	hilal	PROPN
fis-5092	1	45	hassan	hassan	PROPN
fis-5092	1	46	,	,	PUNCT
fis-5092	1	47	mahmoud	mahmoud	PROPN
fis-5092	1	48	zaghlal	zaghlal	PROPN
fis-5092	1	49	structural	structural	ADJ
fis-5092	1	50	engineering	engineering	NOUN
fis-5092	1	51	dept	dept	NOUN
fis-5092	1	52	.	.	PROPN
fis-5092	1	53	,	,	PUNCT
fis-5092	1	54	faculty	faculty	NOUN
fis-5092	1	55	of	of	ADP
fis-5092	1	56	engineering	engineering	PROPN
fis-5092	1	57	,	,	PUNCT
fis-5092	1	58	zagazig	zagazig	PROPN
fis-5092	1	59	university	university	PROPN
fis-5092	1	60	,	,	PUNCT
fis-5092	1	61	zagazig	zagazig	PROPN
fis-5092	1	62	,	,	PUNCT
fis-5092	1	63	egypt	egypt	PROPN
fis-5092	1	64	hebawahbe@yahoo.com	hebawahbe@yahoo.com	PROPN
fis-5092	1	65	,	,	PUNCT
fis-5092	1	66	http://orcid.org/0000-0002-8292-720x	http://orcid.org/0000-0002-8292-720x	PROPN
fis-5092	1	67	hilalcivil@yahoo.com	hilalcivil@yahoo.com	INTJ
fis-5092	1	68	,	,	PUNCT
fis-5092	1	69	http://orcid.org/0000-0001-5486-5497	http://orcid.org/0000-0001-5486-5497	PROPN
fis-5092	1	70	eng_m_z@yahoo.com	eng_m_z@yahoo.com	PROPN
fis-5092	1	71	,	,	PUNCT
fis-5092	1	72	http://orcid.org/0000-0003-2579-6132	http://orcid.org/0000-0003-2579-6132	PROPN
fis-5092	1	73	mohammed	mohammed	PROPN
fis-5092	1	74	a.	a.	PROPN
fis-5092	1	75	m.	m.	PROPN
fis-5092	1	76	ahmed	ahmed	PROPN
fis-5092	1	77	high	high	PROPN
fis-5092	1	78	institute	institute	PROPN
fis-5092	1	79	of	of	ADP
fis-5092	1	80	engineering	engineering	NOUN
fis-5092	1	81	and	and	CCONJ
fis-5092	1	82	technology	technology	NOUN
fis-5092	1	83	,	,	PUNCT
fis-5092	1	84	arish	arish	PROPN
fis-5092	1	85	,	,	PUNCT
fis-5092	1	86	egypt	egypt	PROPN
fis-5092	1	87	eng.mohamed.atef@sinaieng.edu.eg	eng.mohamed.atef@sinaieng.edu.eg	PROPN
fis-5092	1	88	,	,	PUNCT
fis-5092	1	89	http://orcid.org/0009-0002-4033-6855	http://orcid.org/0009-0002-4033-6855	ADJ
fis-5092	1	90	keywords	keyword	NOUN
fis-5092	1	91	.	.	PUNCT
fis-5092	2	1	rubberized	rubberize	VERB
fis-5092	2	2	reinforced	reinforce	VERB
fis-5092	2	3	concrete	concrete	NOUN
fis-5092	2	4	,	,	PUNCT
fis-5092	2	5	axial	axial	ADJ
fis-5092	2	6	loads	load	NOUN
fis-5092	2	7	,	,	PUNCT
fis-5092	2	8	cyclic	cyclic	ADJ
fis-5092	2	9	loading	loading	NOUN
fis-5092	2	10	,	,	PUNCT
fis-5092	2	11	rc	rc	PROPN
fis-5092	2	12	columns	column	NOUN
fis-5092	2	13	,	,	PUNCT
fis-5092	2	14	finite	finite	NOUN
fis-5092	2	15	element	element	NOUN
fis-5092	2	16	,	,	PUNCT
fis-5092	2	17	crumb	crumb	NOUN
fis-5092	2	18	rubber	rubber	NOUN
fis-5092	2	19	.	.	PUNCT
fis-5092	3	1	citation	citation	NOUN
fis-5092	3	2	:	:	PUNCT
fis-5092	4	1	heba	heba	PROPN
fis-5092	4	2	,	,	PUNCT
fis-5092	4	3	m.	m.	NOUN
fis-5092	4	4	,	,	PUNCT
fis-5092	4	5	hassan	hassan	PROPN
fis-5092	4	6	,	,	PUNCT
fis-5092	4	7	h.	h.	PROPN
fis-5092	4	8	,	,	PUNCT
fis-5092	4	9	zaghlal	zaghlal	PROPN
fis-5092	4	10	,	,	PUNCT
fis-5092	4	11	m.	m.	NOUN
fis-5092	4	12	,	,	PUNCT
fis-5092	4	13	ahmed	ahmed	PROPN
fis-5092	4	14	,	,	PUNCT
fis-5092	4	15	m.	m.	NOUN
fis-5092	4	16	,	,	PUNCT
fis-5092	4	17	performance	performance	NOUN
fis-5092	4	18	of	of	ADP
fis-5092	4	19	rubberized	rubberize	VERB
fis-5092	4	20	reinforced	reinforce	VERB
fis-5092	4	21	concrete	concrete	ADJ
fis-5092	4	22	columns	column	NOUN
fis-5092	4	23	under	under	ADP
fis-5092	4	24	axial	axial	ADJ
fis-5092	4	25	and	and	CCONJ
fis-5092	4	26	cyclic	cyclic	ADJ
fis-5092	4	27	loading	loading	NOUN
fis-5092	4	28	,	,	PUNCT
fis-5092	4	29	frattura	frattura	NOUN
fis-5092	4	30	ed	ed	PROPN
fis-5092	4	31	integrità	integrità	PROPN
fis-5092	4	32	strutturale	strutturale	PROPN
fis-5092	4	33	,	,	PUNCT
fis-5092	4	34	70	70	NUM
fis-5092	4	35	(	(	PUNCT
fis-5092	4	36	2024	2024	NUM
fis-5092	4	37	)	)	PUNCT
fis-5092	4	38	286	286	NUM
fis-5092	4	39	-	-	SYM
fis-5092	4	40	309	309	NUM
fis-5092	4	41	.	.	PUNCT
fis-5092	4	42	received	receive	VERB
fis-5092	4	43	:	:	PUNCT
fis-5092	4	44	16.07.2024	16.07.2024	NUM
fis-5092	4	45	accepted	accept	VERB
fis-5092	4	46	:	:	PUNCT
fis-5092	4	47	15.09.2024	15.09.2024	NUM
fis-5092	4	48	published	publish	VERB
fis-5092	4	49	:	:	PUNCT
fis-5092	4	50	21.09.2024	21.09.2024	NUM
fis-5092	4	51	issue	issue	NOUN
fis-5092	4	52	:	:	PUNCT
fis-5092	4	53	10.2024	10.2024	NUM
fis-5092	4	54	copyright	copyright	NOUN
fis-5092	4	55	:	:	PUNCT
fis-5092	4	56	©	©	PROPN
fis-5092	4	57	2024	2024	NUM
fis-5092	4	58	this	this	PRON
fis-5092	4	59	is	be	AUX
fis-5092	4	60	an	an	DET
fis-5092	4	61	open	open	ADJ
fis-5092	4	62	access	access	NOUN
fis-5092	4	63	article	article	NOUN
fis-5092	4	64	under	under	ADP
fis-5092	4	65	the	the	DET
fis-5092	4	66	terms	term	NOUN
fis-5092	4	67	of	of	ADP
fis-5092	4	68	the	the	DET
fis-5092	4	69	cc	cc	NOUN
fis-5092	4	70	-	-	PUNCT
fis-5092	4	71	by	by	ADP
fis-5092	4	72	4.0	4.0	NUM
fis-5092	4	73	,	,	PUNCT
fis-5092	4	74	which	which	PRON
fis-5092	4	75	permits	permit	VERB
fis-5092	4	76	unrestricted	unrestricted	ADJ
fis-5092	4	77	use	use	NOUN
fis-5092	4	78	,	,	PUNCT
fis-5092	4	79	distribution	distribution	NOUN
fis-5092	4	80	,	,	PUNCT
fis-5092	4	81	and	and	CCONJ
fis-5092	4	82	reproduction	reproduction	NOUN
fis-5092	4	83	in	in	ADP
fis-5092	4	84	any	any	DET
fis-5092	4	85	medium	medium	NOUN
fis-5092	4	86	,	,	PUNCT
fis-5092	4	87	provided	provide	VERB
fis-5092	4	88	the	the	DET
fis-5092	4	89	original	original	ADJ
fis-5092	4	90	author	author	NOUN
fis-5092	4	91	and	and	CCONJ
fis-5092	4	92	source	source	NOUN
fis-5092	4	93	are	be	AUX
fis-5092	4	94	credited	credit	VERB
fis-5092	4	95	.	.	PUNCT
fis-5092	5	1	introduction	introduction	NOUN
fis-5092	5	2	ubber	ubber	PROPN
fis-5092	5	3	waste	waste	NOUN
fis-5092	5	4	is	be	AUX
fis-5092	5	5	a	a	DET
fis-5092	5	6	highly	highly	ADV
fis-5092	5	7	flexible	flexible	ADJ
fis-5092	5	8	material	material	NOUN
fis-5092	5	9	that	that	PRON
fis-5092	5	10	endures	endure	VERB
fis-5092	5	11	most	most	ADJ
fis-5092	5	12	environmental	environmental	ADJ
fis-5092	5	13	conditions	condition	NOUN
fis-5092	5	14	.	.	PUNCT
fis-5092	6	1	rubber	rubber	NOUN
fis-5092	6	2	concrete	concrete	PROPN
fis-5092	6	3	,	,	PUNCT
fis-5092	6	4	a	a	DET
fis-5092	6	5	new	new	ADJ
fis-5092	6	6	concrete	concrete	NOUN
fis-5092	6	7	that	that	PRON
fis-5092	6	8	is	be	AUX
fis-5092	6	9	made	make	VERB
fis-5092	6	10	from	from	ADP
fis-5092	6	11	rubber	rubber	NOUN
fis-5092	6	12	tire	tire	NOUN
fis-5092	6	13	crumbs	crumb	NOUN
fis-5092	6	14	instead	instead	ADV
fis-5092	6	15	of	of	ADP
fis-5092	6	16	aggregates	aggregate	NOUN
fis-5092	6	17	,	,	PUNCT
fis-5092	6	18	has	have	AUX
fis-5092	6	19	been	be	AUX
fis-5092	6	20	developed	develop	VERB
fis-5092	6	21	effectively	effectively	ADV
fis-5092	6	22	.	.	PUNCT
fis-5092	7	1	earlier	early	ADJ
fis-5092	7	2	investigations	investigation	NOUN
fis-5092	7	3	have	have	AUX
fis-5092	7	4	demonstrated	demonstrate	VERB
fis-5092	7	5	that	that	SCONJ
fis-5092	7	6	the	the	DET
fis-5092	7	7	ductility	ductility	NOUN
fis-5092	7	8	,	,	PUNCT
fis-5092	7	9	toughness	toughness	NOUN
fis-5092	7	10	,	,	PUNCT
fis-5092	7	11	energy	energy	NOUN
fis-5092	7	12	absorption	absorption	NOUN
fis-5092	7	13	,	,	PUNCT
fis-5092	7	14	and	and	CCONJ
fis-5092	7	15	damping	damp	VERB
fis-5092	7	16	ratio	ratio	NOUN
fis-5092	7	17	of	of	ADP
fis-5092	7	18	concrete	concrete	NOUN
fis-5092	7	19	were	be	AUX
fis-5092	7	20	all	all	ADV
fis-5092	7	21	enhanced	enhance	VERB
fis-5092	7	22	by	by	ADP
fis-5092	7	23	adding	add	VERB
fis-5092	7	24	rubber	rubber	NOUN
fis-5092	7	25	to	to	ADP
fis-5092	7	26	the	the	DET
fis-5092	7	27	concrete	concrete	NOUN
fis-5092	7	28	's	's	PART
fis-5092	7	29	aggregates	aggregate	NOUN
fis-5092	7	30	[	[	X
fis-5092	7	31	1	1	NUM
fis-5092	7	32	]	]	PUNCT
fis-5092	7	33	.	.	PUNCT
fis-5092	8	1	however	however	ADV
fis-5092	8	2	,	,	PUNCT
fis-5092	8	3	earlier	early	ADJ
fis-5092	8	4	research	research	NOUN
fis-5092	8	5	also	also	ADV
fis-5092	8	6	showed	show	VERB
fis-5092	8	7	that	that	SCONJ
fis-5092	8	8	using	use	VERB
fis-5092	8	9	rubber	rubber	NOUN
fis-5092	8	10	to	to	PART
fis-5092	8	11	replace	replace	VERB
fis-5092	8	12	normal	normal	ADJ
fis-5092	8	13	particles	particle	NOUN
fis-5092	8	14	decreased	decrease	VERB
fis-5092	8	15	rubberized	rubberize	VERB
fis-5092	8	16	concrete	concrete	NOUN
fis-5092	8	17	's	's	PART
fis-5092	8	18	structural	structural	ADJ
fis-5092	8	19	strength	strength	NOUN
fis-5092	9	1	[	[	X
fis-5092	9	2	2	2	NUM
fis-5092	9	3	]	]	PUNCT
fis-5092	9	4	.	.	PUNCT
fis-5092	10	1	the	the	DET
fis-5092	10	2	reduction	reduction	NOUN
fis-5092	10	3	in	in	ADP
fis-5092	10	4	these	these	DET
fis-5092	10	5	characteristics	characteristic	NOUN
fis-5092	10	6	depends	depend	VERB
fis-5092	10	7	on	on	ADP
fis-5092	10	8	numerous	numerous	ADJ
fis-5092	10	9	variables	variable	NOUN
fis-5092	10	10	,	,	PUNCT
fis-5092	10	11	including	include	VERB
fis-5092	10	12	the	the	DET
fis-5092	10	13	amount	amount	NOUN
fis-5092	10	14	of	of	ADP
fis-5092	10	15	rubber	rubber	NOUN
fis-5092	10	16	replaced	replace	VERB
fis-5092	10	17	,	,	PUNCT
fis-5092	10	18	the	the	DET
fis-5092	10	19	substitution	substitution	NOUN
fis-5092	10	20	of	of	ADP
fis-5092	10	21	fine	fine	ADJ
fis-5092	10	22	or	or	CCONJ
fis-5092	10	23	coarse	coarse	ADJ
fis-5092	10	24	aggreates	aggreate	NOUN
fis-5092	10	25	,	,	PUNCT
fis-5092	10	26	and	and	CCONJ
fis-5092	10	27	r	r	NOUN
fis-5092	10	28	https://youtu.be/04u-p5v22ai	https://youtu.be/04u-p5v22ai	PROPN
fis-5092	10	29	h.	h.	PROPN
fis-5092	10	30	a.	a.	PROPN
fis-5092	10	31	mohamed	mohamed	PROPN
fis-5092	10	32	et	et	PROPN
fis-5092	10	33	alii	alii	PROPN
fis-5092	10	34	,	,	PUNCT
fis-5092	10	35	frattura	frattura	PROPN
fis-5092	10	36	ed	ed	PROPN
fis-5092	10	37	integrità	integrità	PROPN
fis-5092	10	38	strutturale	strutturale	PROPN
fis-5092	10	39	,	,	PUNCT
fis-5092	10	40	70	70	NUM
fis-5092	10	41	(	(	PUNCT
fis-5092	10	42	2024	2024	NUM
fis-5092	10	43	)	)	PUNCT
fis-5092	10	44	286	286	NUM
fis-5092	10	45	-	-	SYM
fis-5092	10	46	309	309	NUM
fis-5092	10	47	;	;	PUNCT
fis-5092	10	48	doi	doi	NOUN
fis-5092	10	49	:	:	PUNCT
fis-5092	10	50	10.3221	10.3221	NUM
fis-5092	10	51	/	/	SYM
fis-5092	10	52	igf	igf	PROPN
fis-5092	10	53	-	-	ADJ
fis-5092	10	54	esis.70.17	esis.70.17	ADJ
fis-5092	10	55	287	287	NUM
fis-5092	10	56	the	the	DET
fis-5092	10	57	usage	usage	NOUN
fis-5092	10	58	of	of	ADP
fis-5092	10	59	any	any	DET
fis-5092	10	60	additional	additional	ADJ
fis-5092	10	61	cementation	cementation	NOUN
fis-5092	10	62	material	material	NOUN
fis-5092	10	63	,	,	PUNCT
fis-5092	10	64	like	like	ADP
fis-5092	10	65	silica	silica	NOUN
fis-5092	10	66	fume	fume	NOUN
fis-5092	10	67	.	.	PUNCT
fis-5092	11	1	to	to	PART
fis-5092	11	2	increase	increase	VERB
fis-5092	11	3	the	the	DET
fis-5092	11	4	mechanical	mechanical	ADJ
fis-5092	11	5	qualities	quality	NOUN
fis-5092	11	6	of	of	ADP
fis-5092	11	7	rubberized	rubberize	VERB
fis-5092	11	8	concrete	concrete	NOUN
fis-5092	11	9	,	,	PUNCT
fis-5092	11	10	such	such	ADJ
fis-5092	11	11	as	as	ADP
fis-5092	11	12	its	its	PRON
fis-5092	11	13	modulus	modulus	NOUN
fis-5092	11	14	of	of	ADP
fis-5092	11	15	elasticity	elasticity	NOUN
fis-5092	11	16	,	,	PUNCT
fis-5092	11	17	compressive	compressive	ADJ
fis-5092	11	18	strength	strength	NOUN
fis-5092	11	19	,	,	PUNCT
fis-5092	11	20	and	and	CCONJ
fis-5092	11	21	axial	axial	ADJ
fis-5092	11	22	flexural	flexural	ADJ
fis-5092	11	23	strength	strength	NOUN
fis-5092	11	24	,	,	PUNCT
fis-5092	11	25	elchalakani	elchalakani	X
fis-5092	12	1	[	[	X
fis-5092	12	2	3	3	X
fis-5092	12	3	]	]	PUNCT
fis-5092	12	4	suggested	suggest	VERB
fis-5092	12	5	adding	add	VERB
fis-5092	12	6	silica	silica	NOUN
fis-5092	12	7	fume	fume	NOUN
fis-5092	12	8	to	to	ADP
fis-5092	12	9	the	the	DET
fis-5092	12	10	mixture	mixture	NOUN
fis-5092	12	11	.	.	PUNCT
fis-5092	13	1	youssf	youssf	PROPN
fis-5092	13	2	et	et	PROPN
fis-5092	13	3	al	al	PROPN
fis-5092	13	4	.	.	PUNCT
fis-5092	14	1	[	[	X
fis-5092	14	2	4	4	X
fis-5092	14	3	]	]	PUNCT
fis-5092	14	4	considered	consider	VERB
fis-5092	14	5	the	the	DET
fis-5092	14	6	consequences	consequence	NOUN
fis-5092	14	7	of	of	ADP
fis-5092	14	8	adding	add	VERB
fis-5092	14	9	frp	frp	PROPN
fis-5092	14	10	to	to	ADP
fis-5092	14	11	crumb	crumb	VERB
fis-5092	14	12	rubber	rubber	NOUN
fis-5092	14	13	concrete	concrete	NOUN
fis-5092	14	14	(	(	PUNCT
fis-5092	14	15	crc	crc	NOUN
fis-5092	14	16	)	)	PUNCT
fis-5092	14	17	to	to	PART
fis-5092	14	18	reduce	reduce	VERB
fis-5092	14	19	the	the	DET
fis-5092	14	20	disadvantages	disadvantage	NOUN
fis-5092	14	21	of	of	ADP
fis-5092	14	22	partially	partially	ADV
fis-5092	14	23	substituting	substitute	VERB
fis-5092	14	24	discarded	discard	VERB
fis-5092	14	25	waste	waste	NOUN
fis-5092	14	26	rubber	rubber	NOUN
fis-5092	14	27	tires	tire	NOUN
fis-5092	14	28	with	with	ADP
fis-5092	14	29	concrete	concrete	ADJ
fis-5092	14	30	aggregate	aggregate	NOUN
fis-5092	14	31	.	.	PUNCT
fis-5092	15	1	the	the	DET
fis-5092	15	2	results	result	NOUN
fis-5092	15	3	demonstrate	demonstrate	VERB
fis-5092	15	4	that	that	SCONJ
fis-5092	15	5	the	the	DET
fis-5092	15	6	usage	usage	NOUN
fis-5092	15	7	of	of	ADP
fis-5092	15	8	frp	frp	PROPN
fis-5092	15	9	essentially	essentially	ADV
fis-5092	15	10	lowers	lower	VERB
fis-5092	15	11	the	the	DET
fis-5092	15	12	strength	strength	NOUN
fis-5092	15	13	loss	loss	NOUN
fis-5092	15	14	while	while	SCONJ
fis-5092	15	15	preserving	preserve	VERB
fis-5092	15	16	the	the	DET
fis-5092	15	17	advantages	advantage	NOUN
fis-5092	15	18	of	of	ADP
fis-5092	15	19	rubberized	rubberize	VERB
fis-5092	15	20	concrete	concrete	NOUN
fis-5092	15	21	's	's	PART
fis-5092	15	22	increased	increase	VERB
fis-5092	15	23	flexibility	flexibility	NOUN
fis-5092	15	24	.	.	PUNCT
fis-5092	16	1	very	very	ADV
fis-5092	16	2	few	few	ADJ
fis-5092	16	3	searches	search	NOUN
fis-5092	16	4	using	use	VERB
fis-5092	16	5	larger	large	ADJ
fis-5092	16	6	structural	structural	ADJ
fis-5092	16	7	components	component	NOUN
fis-5092	16	8	composed	compose	VERB
fis-5092	16	9	of	of	ADP
fis-5092	16	10	crc	crc	NOUN
fis-5092	16	11	have	have	AUX
fis-5092	16	12	been	be	AUX
fis-5092	16	13	conducted	conduct	VERB
fis-5092	16	14	.	.	PUNCT
fis-5092	17	1	there	there	PRON
fis-5092	17	2	is	be	VERB
fis-5092	17	3	no	no	DET
fis-5092	17	4	agreement	agreement	NOUN
fis-5092	17	5	among	among	ADP
fis-5092	17	6	researchers	researcher	NOUN
fis-5092	17	7	regarding	regard	VERB
fis-5092	17	8	how	how	SCONJ
fis-5092	17	9	applying	apply	VERB
fis-5092	17	10	crc	crc	NOUN
fis-5092	17	11	affects	affect	VERB
fis-5092	17	12	the	the	DET
fis-5092	17	13	structural	structural	ADJ
fis-5092	17	14	performance	performance	NOUN
fis-5092	17	15	of	of	ADP
fis-5092	17	16	structural	structural	ADJ
fis-5092	17	17	elements	element	NOUN
fis-5092	17	18	,	,	PUNCT
fis-5092	17	19	hence	hence	ADV
fis-5092	17	20	the	the	DET
fis-5092	17	21	findings	finding	NOUN
fis-5092	17	22	of	of	ADP
fis-5092	17	23	these	these	DET
fis-5092	17	24	studies	study	NOUN
fis-5092	17	25	are	be	AUX
fis-5092	17	26	contradictory	contradictory	ADJ
fis-5092	17	27	[	[	X
fis-5092	17	28	5	5	NUM
fis-5092	17	29	]	]	PUNCT
fis-5092	17	30	.	.	PUNCT
fis-5092	18	1	son	son	NOUN
fis-5092	18	2	et	et	PROPN
fis-5092	18	3	al	al	PROPN
fis-5092	18	4	.	.	PUNCT
fis-5092	19	1	[	[	X
fis-5092	19	2	6	6	NUM
fis-5092	19	3	]	]	PUNCT
fis-5092	19	4	examined	examine	VERB
fis-5092	19	5	the	the	DET
fis-5092	19	6	effectiveness	effectiveness	NOUN
fis-5092	19	7	of	of	ADP
fis-5092	19	8	utilizing	utilize	VERB
fis-5092	19	9	crump	crump	NOUN
fis-5092	19	10	rubber	rubber	NOUN
fis-5092	19	11	concrete	concrete	NOUN
fis-5092	19	12	to	to	PART
fis-5092	19	13	enhance	enhance	VERB
fis-5092	19	14	the	the	DET
fis-5092	19	15	energy	energy	NOUN
fis-5092	19	16	absorption	absorption	NOUN
fis-5092	19	17	and	and	CCONJ
fis-5092	19	18	deformability	deformability	NOUN
fis-5092	19	19	of	of	ADP
fis-5092	19	20	rc	rc	PROPN
fis-5092	19	21	columns	column	NOUN
fis-5092	19	22	subjected	subject	VERB
fis-5092	19	23	to	to	ADP
fis-5092	19	24	only	only	ADV
fis-5092	19	25	axial	axial	ADJ
fis-5092	19	26	loads	load	NOUN
fis-5092	19	27	.	.	PUNCT
fis-5092	20	1	tests	test	NOUN
fis-5092	20	2	were	be	AUX
fis-5092	20	3	conducted	conduct	VERB
fis-5092	20	4	on	on	ADP
fis-5092	20	5	six	six	NUM
fis-5092	20	6	200	200	NUM
fis-5092	20	7	mm	mm	NOUN
fis-5092	20	8	×	×	NOUN
fis-5092	20	9	300	300	NUM
fis-5092	20	10	mm	mm	NOUN
fis-5092	20	11	×	×	NOUN
fis-5092	20	12	1600	1600	NUM
fis-5092	20	13	mm	mm	NOUN
fis-5092	20	14	column	column	NOUN
fis-5092	20	15	specimens	specimens	PROPN
fis-5092	20	16	.	.	PUNCT
fis-5092	21	1	the	the	DET
fis-5092	21	2	factors	factor	NOUN
fis-5092	21	3	that	that	PRON
fis-5092	21	4	were	be	AUX
fis-5092	21	5	examined	examine	VERB
fis-5092	21	6	in	in	ADP
fis-5092	21	7	this	this	DET
fis-5092	21	8	experimental	experimental	ADJ
fis-5092	21	9	investigation	investigation	NOUN
fis-5092	21	10	were	be	AUX
fis-5092	21	11	the	the	DET
fis-5092	21	12	rubber	rubber	NOUN
fis-5092	21	13	content	content	NOUN
fis-5092	21	14	(	(	PUNCT
fis-5092	21	15	2.7	2.7	NUM
fis-5092	21	16	and	and	CCONJ
fis-5092	21	17	5.4	5.4	NUM
fis-5092	21	18	%	%	NOUN
fis-5092	21	19	by	by	ADP
fis-5092	21	20	total	total	ADJ
fis-5092	21	21	aggregate	aggregate	ADJ
fis-5092	21	22	volume	volume	NOUN
fis-5092	21	23	)	)	PUNCT
fis-5092	21	24	,	,	PUNCT
fis-5092	21	25	the	the	DET
fis-5092	21	26	concrete	concrete	NOUN
fis-5092	21	27	's	's	PART
fis-5092	21	28	compressive	compressive	ADJ
fis-5092	21	29	strength	strength	NOUN
fis-5092	21	30	(	(	PUNCT
fis-5092	21	31	24	24	NUM
fis-5092	21	32	and	and	CCONJ
fis-5092	21	33	28	28	NUM
fis-5092	21	34	mpa	mpa	NOUN
fis-5092	21	35	)	)	PUNCT
fis-5092	21	36	,	,	PUNCT
fis-5092	21	37	and	and	CCONJ
fis-5092	21	38	the	the	DET
fis-5092	21	39	diameters	diameter	NOUN
fis-5092	21	40	of	of	ADP
fis-5092	21	41	the	the	DET
fis-5092	21	42	rubber	rubber	NOUN
fis-5092	21	43	particles	particle	NOUN
fis-5092	21	44	(	(	PUNCT
fis-5092	21	45	0.6	0.6	NUM
fis-5092	21	46	and	and	CCONJ
fis-5092	21	47	1.0	1.0	NUM
fis-5092	21	48	mm	mm	NOUN
fis-5092	21	49	)	)	PUNCT
fis-5092	21	50	.	.	PUNCT
fis-5092	22	1	the	the	DET
fis-5092	22	2	results	result	NOUN
fis-5092	22	3	of	of	ADP
fis-5092	22	4	the	the	DET
fis-5092	22	5	test	test	NOUN
fis-5092	22	6	demonstrated	demonstrate	VERB
fis-5092	22	7	that	that	SCONJ
fis-5092	22	8	the	the	DET
fis-5092	22	9	curvature	curvature	NOUN
fis-5092	22	10	ductility	ductility	NOUN
fis-5092	22	11	of	of	ADP
fis-5092	22	12	the	the	DET
fis-5092	22	13	tested	test	VERB
fis-5092	22	14	column	column	NOUN
fis-5092	22	15	increased	increase	VERB
fis-5092	22	16	from	from	ADP
fis-5092	22	17	45	45	NUM
fis-5092	22	18	%	%	NOUN
fis-5092	22	19	to	to	PART
fis-5092	22	20	90	90	NUM
fis-5092	22	21	%	%	NOUN
fis-5092	22	22	,	,	PUNCT
fis-5092	22	23	based	base	VERB
fis-5092	22	24	on	on	ADP
fis-5092	22	25	the	the	DET
fis-5092	22	26	rubber	rubber	NOUN
fis-5092	22	27	's	's	PART
fis-5092	22	28	content	content	NOUN
fis-5092	22	29	and	and	CCONJ
fis-5092	22	30	size	size	NOUN
fis-5092	22	31	.	.	PUNCT
fis-5092	23	1	current	current	ADJ
fis-5092	23	2	design	design	NOUN
fis-5092	23	3	codes	code	NOUN
fis-5092	23	4	for	for	ADP
fis-5092	23	5	new	new	ADJ
fis-5092	23	6	construction	construction	NOUN
fis-5092	23	7	describe	describe	VERB
fis-5092	23	8	the	the	DET
fis-5092	23	9	seismic	seismic	ADJ
fis-5092	23	10	details	detail	NOUN
fis-5092	23	11	for	for	ADP
fis-5092	23	12	reinforced	reinforce	VERB
fis-5092	23	13	concrete	concrete	ADJ
fis-5092	23	14	columns	column	NOUN
fis-5092	23	15	,	,	PUNCT
fis-5092	23	16	such	such	ADJ
fis-5092	23	17	as	as	ADP
fis-5092	23	18	aci	aci	PROPN
fis-5092	23	19	[	[	X
fis-5092	23	20	7	7	NUM
fis-5092	23	21	]	]	PUNCT
fis-5092	23	22	,	,	PUNCT
fis-5092	23	23	to	to	PART
fis-5092	23	24	achieve	achieve	VERB
fis-5092	23	25	their	their	PRON
fis-5092	23	26	codified	codify	VERB
fis-5092	23	27	target	target	NOUN
fis-5092	23	28	seismic	seismic	ADJ
fis-5092	23	29	performance	performance	NOUN
fis-5092	23	30	[	[	X
fis-5092	23	31	8	8	NUM
fis-5092	23	32	]	]	PUNCT
fis-5092	23	33	.	.	PUNCT
fis-5092	24	1	previous	previous	ADJ
fis-5092	24	2	research	research	NOUN
fis-5092	24	3	has	have	AUX
fis-5092	24	4	experimentally	experimentally	ADV
fis-5092	24	5	and	and	CCONJ
fis-5092	24	6	analytically	analytically	ADV
fis-5092	24	7	verified	verify	VERB
fis-5092	24	8	these	these	DET
fis-5092	24	9	seismic	seismic	ADJ
fis-5092	24	10	details	detail	NOUN
fis-5092	24	11	,	,	PUNCT
fis-5092	24	12	demonstrating	demonstrate	VERB
fis-5092	24	13	how	how	SCONJ
fis-5092	24	14	stringent	stringent	ADJ
fis-5092	24	15	seismic	seismic	ADJ
fis-5092	24	16	design	design	NOUN
fis-5092	24	17	recommendations	recommendation	NOUN
fis-5092	24	18	for	for	ADP
fis-5092	24	19	rc	rc	PROPN
fis-5092	24	20	columns	column	NOUN
fis-5092	24	21	can	can	AUX
fis-5092	24	22	improve	improve	VERB
fis-5092	24	23	their	their	PRON
fis-5092	24	24	deformation	deformation	NOUN
fis-5092	24	25	capabilities	capability	NOUN
fis-5092	25	1	[	[	X
fis-5092	25	2	9	9	NUM
fis-5092	25	3	]	]	PUNCT
fis-5092	25	4	,	,	PUNCT
fis-5092	25	5	which	which	PRON
fis-5092	25	6	in	in	ADP
fis-5092	25	7	turn	turn	NOUN
fis-5092	25	8	improves	improve	VERB
fis-5092	25	9	the	the	DET
fis-5092	25	10	seismic	seismic	ADJ
fis-5092	25	11	performance	performance	NOUN
fis-5092	25	12	of	of	ADP
fis-5092	25	13	structures	structure	NOUN
fis-5092	25	14	.	.	PUNCT
fis-5092	26	1	traditionally	traditionally	ADV
fis-5092	26	2	,	,	PUNCT
fis-5092	26	3	scientists	scientist	NOUN
fis-5092	26	4	have	have	AUX
fis-5092	26	5	concentrated	concentrate	VERB
fis-5092	26	6	on	on	ADP
fis-5092	26	7	the	the	DET
fis-5092	26	8	damage	damage	NOUN
fis-5092	26	9	and	and	CCONJ
fis-5092	26	10	nonlinear	nonlinear	ADJ
fis-5092	26	11	properties	property	NOUN
fis-5092	26	12	of	of	ADP
fis-5092	26	13	materials	material	NOUN
fis-5092	26	14	for	for	ADP
fis-5092	26	15	concrete	concrete	NOUN
fis-5092	26	16	.	.	PUNCT
fis-5092	27	1	the	the	DET
fis-5092	27	2	material	material	NOUN
fis-5092	27	3	's	's	PART
fis-5092	27	4	capacity	capacity	NOUN
fis-5092	27	5	to	to	PART
fis-5092	27	6	take	take	VERB
fis-5092	27	7	in	in	ADP
fis-5092	27	8	some	some	PRON
fis-5092	27	9	of	of	ADP
fis-5092	27	10	the	the	DET
fis-5092	27	11	work	work	NOUN
fis-5092	27	12	of	of	ADP
fis-5092	27	13	the	the	DET
fis-5092	27	14	external	external	ADJ
fis-5092	27	15	force	force	NOUN
fis-5092	27	16	as	as	SCONJ
fis-5092	27	17	internal	internal	ADJ
fis-5092	27	18	energy	energy	NOUN
fis-5092	27	19	serves	serve	VERB
fis-5092	27	20	as	as	ADP
fis-5092	27	21	the	the	DET
fis-5092	27	22	foundation	foundation	NOUN
fis-5092	27	23	for	for	ADP
fis-5092	27	24	damping	damp	VERB
fis-5092	27	25	,	,	PUNCT
fis-5092	27	26	a	a	DET
fis-5092	27	27	crucial	crucial	ADJ
fis-5092	27	28	dynamic	dynamic	ADJ
fis-5092	27	29	property	property	NOUN
fis-5092	27	30	for	for	ADP
fis-5092	27	31	the	the	DET
fis-5092	27	32	structure	structure	NOUN
fis-5092	27	33	when	when	SCONJ
fis-5092	27	34	subjected	subject	VERB
fis-5092	27	35	to	to	ADP
fis-5092	27	36	earthquake	earthquake	NOUN
fis-5092	27	37	and	and	CCONJ
fis-5092	27	38	vibration	vibration	NOUN
fis-5092	27	39	activity	activity	NOUN
fis-5092	27	40	[	[	X
fis-5092	27	41	10	10	NUM
fis-5092	27	42	]	]	PUNCT
fis-5092	27	43	.	.	PUNCT
fis-5092	28	1	this	this	DET
fis-5092	28	2	process	process	NOUN
fis-5092	28	3	will	will	AUX
fis-5092	28	4	inevitably	inevitably	ADV
fis-5092	28	5	result	result	VERB
fis-5092	28	6	in	in	ADP
fis-5092	28	7	some	some	DET
fis-5092	28	8	material	material	NOUN
fis-5092	28	9	degradation	degradation	NOUN
fis-5092	28	10	.	.	PUNCT
fis-5092	29	1	the	the	DET
fis-5092	29	2	capacity	capacity	NOUN
fis-5092	29	3	of	of	ADP
fis-5092	29	4	the	the	DET
fis-5092	29	5	material	material	NOUN
fis-5092	29	6	to	to	PART
fis-5092	29	7	absorb	absorb	VERB
fis-5092	29	8	some	some	PRON
fis-5092	29	9	of	of	ADP
fis-5092	29	10	the	the	DET
fis-5092	29	11	external	external	ADJ
fis-5092	29	12	force	force	NOUN
fis-5092	29	13	work	work	NOUN
fis-5092	29	14	and	and	CCONJ
fis-5092	29	15	generate	generate	VERB
fis-5092	29	16	permanent	permanent	ADJ
fis-5092	29	17	structural	structural	ADJ
fis-5092	29	18	deformation	deformation	NOUN
fis-5092	29	19	is	be	AUX
fis-5092	29	20	known	know	VERB
fis-5092	29	21	as	as	ADP
fis-5092	29	22	plastic	plastic	ADJ
fis-5092	29	23	deformation	deformation	NOUN
fis-5092	29	24	,	,	PUNCT
fis-5092	29	25	or	or	CCONJ
fis-5092	29	26	the	the	DET
fis-5092	29	27	intrinsic	intrinsic	ADJ
fis-5092	29	28	deformation	deformation	NOUN
fis-5092	29	29	of	of	ADP
fis-5092	29	30	concrete	concrete	NOUN
fis-5092	29	31	when	when	SCONJ
fis-5092	29	32	exposed	expose	VERB
fis-5092	29	33	to	to	ADP
fis-5092	29	34	external	external	ADJ
fis-5092	29	35	load	load	NOUN
fis-5092	29	36	[	[	X
fis-5092	29	37	11	11	NUM
fis-5092	29	38	]	]	PUNCT
fis-5092	29	39	.	.	PUNCT
fis-5092	30	1	this	this	DET
fis-5092	30	2	deformation	deformation	NOUN
fis-5092	30	3	will	will	AUX
fis-5092	30	4	undoubtedly	undoubtedly	ADV
fis-5092	30	5	cause	cause	VERB
fis-5092	30	6	some	some	DET
fis-5092	30	7	material	material	NOUN
fis-5092	30	8	damage	damage	NOUN
fis-5092	30	9	.	.	PUNCT
fis-5092	31	1	as	as	ADP
fis-5092	31	2	a	a	DET
fis-5092	31	3	result	result	NOUN
fis-5092	31	4	,	,	PUNCT
fis-5092	31	5	it	it	PRON
fis-5092	31	6	is	be	AUX
fis-5092	31	7	feasible	feasible	ADJ
fis-5092	31	8	to	to	PART
fis-5092	31	9	calculate	calculate	VERB
fis-5092	31	10	the	the	DET
fis-5092	31	11	concrete	concrete	ADJ
fis-5092	31	12	material	material	NOUN
fis-5092	31	13	's	's	PART
fis-5092	31	14	damage	damage	NOUN
fis-5092	31	15	under	under	ADP
fis-5092	31	16	cyclic	cyclic	ADJ
fis-5092	31	17	loads	load	NOUN
fis-5092	31	18	since	since	SCONJ
fis-5092	31	19	the	the	DET
fis-5092	31	20	aggregate	aggregate	ADJ
fis-5092	31	21	energy	energy	NOUN
fis-5092	31	22	consumption	consumption	NOUN
fis-5092	31	23	of	of	ADP
fis-5092	31	24	material	material	ADJ
fis-5092	31	25	damage	damage	NOUN
fis-5092	31	26	is	be	AUX
fis-5092	31	27	the	the	DET
fis-5092	31	28	energy	energy	NOUN
fis-5092	31	29	dissipation	dissipation	NOUN
fis-5092	31	30	of	of	ADP
fis-5092	31	31	the	the	DET
fis-5092	31	32	material	material	NOUN
fis-5092	31	33	under	under	ADP
fis-5092	31	34	cyclic	cyclic	ADJ
fis-5092	31	35	loads	load	NOUN
fis-5092	31	36	due	due	ADP
fis-5092	31	37	to	to	ADP
fis-5092	31	38	plastic	plastic	ADJ
fis-5092	31	39	deformation	deformation	NOUN
fis-5092	31	40	and	and	CCONJ
fis-5092	31	41	the	the	DET
fis-5092	31	42	damping	damp	VERB
fis-5092	31	43	effect	effect	NOUN
fis-5092	31	44	.	.	PUNCT
fis-5092	32	1	some	some	DET
fis-5092	32	2	research	research	NOUN
fis-5092	32	3	[	[	X
fis-5092	32	4	12]signifies	12]signifies	NUM
fis-5092	32	5	that	that	SCONJ
fis-5092	32	6	incorporating	incorporate	VERB
fis-5092	32	7	rubber	rubber	NOUN
fis-5092	32	8	particles	particle	NOUN
fis-5092	32	9	may	may	AUX
fis-5092	32	10	significantly	significantly	ADV
fis-5092	32	11	enhance	enhance	VERB
fis-5092	32	12	the	the	DET
fis-5092	32	13	damping	damp	VERB
fis-5092	32	14	performance	performance	NOUN
fis-5092	32	15	of	of	ADP
fis-5092	32	16	concrete	concrete	NOUN
fis-5092	32	17	by	by	ADP
fis-5092	32	18	improving	improve	VERB
fis-5092	32	19	the	the	DET
fis-5092	32	20	material	material	NOUN
fis-5092	32	21	's	's	PART
fis-5092	32	22	internal	internal	ADJ
fis-5092	32	23	pore	pore	ADJ
fis-5092	32	24	structure	structure	NOUN
fis-5092	32	25	,	,	PUNCT
fis-5092	32	26	increasing	increase	VERB
fis-5092	32	27	friction	friction	NOUN
fis-5092	32	28	loss	loss	NOUN
fis-5092	32	29	at	at	ADP
fis-5092	32	30	the	the	DET
fis-5092	32	31	aggregate	aggregate	ADJ
fis-5092	32	32	interface	interface	NOUN
fis-5092	32	33	,	,	PUNCT
fis-5092	32	34	and	and	CCONJ
fis-5092	32	35	exhibiting	exhibit	VERB
fis-5092	32	36	viscoelastic	viscoelastic	ADJ
fis-5092	32	37	qualities	quality	NOUN
fis-5092	32	38	.	.	PUNCT
fis-5092	33	1	therefore	therefore	ADV
fis-5092	33	2	,	,	PUNCT
fis-5092	33	3	more	more	ADJ
fis-5092	33	4	attention	attention	NOUN
fis-5092	33	5	from	from	ADP
fis-5092	33	6	scientists	scientist	NOUN
fis-5092	33	7	studying	study	VERB
fis-5092	33	8	material	material	NOUN
fis-5092	33	9	damping	damp	VERB
fis-5092	33	10	should	should	AUX
fis-5092	33	11	be	be	AUX
fis-5092	33	12	focused	focus	VERB
fis-5092	33	13	on	on	ADP
fis-5092	33	14	how	how	SCONJ
fis-5092	33	15	structural	structural	ADJ
fis-5092	33	16	damage	damage	NOUN
fis-5092	33	17	to	to	ADP
fis-5092	33	18	rubber	rubber	NOUN
fis-5092	33	19	concrete	concrete	NOUN
fis-5092	33	20	accumulates	accumulate	VERB
fis-5092	33	21	under	under	ADP
fis-5092	33	22	cyclical	cyclical	ADJ
fis-5092	33	23	load	load	NOUN
fis-5092	33	24	.	.	PUNCT
fis-5092	34	1	most	most	ADJ
fis-5092	34	2	of	of	ADP
fis-5092	34	3	the	the	DET
fis-5092	34	4	time	time	NOUN
fis-5092	34	5	,	,	PUNCT
fis-5092	34	6	research	research	NOUN
fis-5092	34	7	revealed	reveal	VERB
fis-5092	34	8	that	that	SCONJ
fis-5092	34	9	utilizing	utilize	VERB
fis-5092	34	10	rubber	rubber	NOUN
fis-5092	34	11	from	from	ADP
fis-5092	34	12	old	old	ADJ
fis-5092	34	13	tires	tire	NOUN
fis-5092	34	14	in	in	ADP
fis-5092	34	15	concrete	concrete	NOUN
fis-5092	34	16	decreased	decrease	VERB
fis-5092	34	17	its	its	PRON
fis-5092	34	18	modulus	modulus	NOUN
fis-5092	34	19	of	of	ADP
fis-5092	34	20	elasticity	elasticity	NOUN
fis-5092	34	21	,	,	PUNCT
fis-5092	34	22	and	and	CCONJ
fis-5092	34	23	compressive	compressive	ADJ
fis-5092	34	24	strength	strength	NOUN
fis-5092	34	25	when	when	SCONJ
fis-5092	34	26	contrast	contrast	VERB
fis-5092	34	27	to	to	ADP
fis-5092	34	28	regular	regular	ADJ
fis-5092	34	29	concrete	concrete	NOUN
fis-5092	34	30	.	.	PUNCT
fis-5092	35	1	[	[	X
fis-5092	35	2	13	13	NUM
fis-5092	35	3	]	]	PUNCT
fis-5092	35	4	.	.	PUNCT
fis-5092	36	1	there	there	PRON
fis-5092	36	2	are	be	VERB
fis-5092	36	3	n't	not	PART
fis-5092	36	4	many	many	ADJ
fis-5092	36	5	studies	study	NOUN
fis-5092	36	6	on	on	ADP
fis-5092	36	7	the	the	DET
fis-5092	36	8	behavior	behavior	NOUN
fis-5092	36	9	of	of	ADP
fis-5092	36	10	rrc	rrc	PROPN
fis-5092	36	11	columns	column	NOUN
fis-5092	36	12	during	during	ADP
fis-5092	36	13	earthquakes	earthquake	NOUN
fis-5092	36	14	.	.	PUNCT
fis-5092	37	1	elghazouli	elghazouli	PROPN
fis-5092	37	2	et	et	PROPN
fis-5092	37	3	al	al	PROPN
fis-5092	37	4	.	.	PUNCT
fis-5092	38	1	[	[	X
fis-5092	38	2	14	14	NUM
fis-5092	38	3	]	]	PUNCT
fis-5092	38	4	studied	study	VERB
fis-5092	38	5	the	the	DET
fis-5092	38	6	behavior	behavior	NOUN
fis-5092	38	7	of	of	ADP
fis-5092	38	8	rrc	rrc	PROPN
fis-5092	38	9	under	under	ADP
fis-5092	38	10	cyclic	cyclic	ADJ
fis-5092	38	11	conditions	condition	NOUN
fis-5092	38	12	.	.	PUNCT
fis-5092	39	1	the	the	DET
fis-5092	39	2	study	study	NOUN
fis-5092	39	3	found	find	VERB
fis-5092	39	4	that	that	SCONJ
fis-5092	39	5	using	use	VERB
fis-5092	39	6	recycled	recycled	ADJ
fis-5092	39	7	rubber	rubber	NOUN
fis-5092	39	8	particles	particle	NOUN
fis-5092	39	9	instead	instead	ADV
fis-5092	39	10	of	of	ADP
fis-5092	39	11	mineral	mineral	NOUN
fis-5092	39	12	aggregate	aggregate	NOUN
fis-5092	39	13	enhanced	enhance	VERB
fis-5092	39	14	the	the	DET
fis-5092	39	15	hysteretic	hysteretic	ADJ
fis-5092	39	16	damping	damp	VERB
fis-5092	39	17	ratio	ratio	NOUN
fis-5092	39	18	and	and	CCONJ
fis-5092	39	19	energy	energy	NOUN
fis-5092	39	20	dissipation	dissipation	NOUN
fis-5092	39	21	.	.	PUNCT
fis-5092	40	1	this	this	PRON
fis-5092	40	2	was	be	AUX
fis-5092	40	3	true	true	ADJ
fis-5092	40	4	even	even	ADV
fis-5092	40	5	when	when	SCONJ
fis-5092	40	6	the	the	DET
fis-5092	40	7	total	total	ADJ
fis-5092	40	8	amount	amount	NOUN
fis-5092	40	9	of	of	ADP
fis-5092	40	10	mineral	mineral	NOUN
fis-5092	40	11	aggregate	aggregate	NOUN
fis-5092	40	12	remained	remain	VERB
fis-5092	40	13	unchanged	unchanged	ADJ
fis-5092	40	14	.	.	PUNCT
fis-5092	41	1	furthermore	furthermore	ADV
fis-5092	41	2	,	,	PUNCT
fis-5092	41	3	the	the	DET
fis-5092	41	4	material	material	NOUN
fis-5092	41	5	's	's	PART
fis-5092	41	6	flexural	flexural	ADJ
fis-5092	41	7	and	and	CCONJ
fis-5092	41	8	compressive	compressive	ADJ
fis-5092	41	9	toughness	toughness	NOUN
fis-5092	41	10	,	,	PUNCT
fis-5092	41	11	as	as	ADV
fis-5092	41	12	well	well	ADV
fis-5092	41	13	as	as	ADP
fis-5092	41	14	its	its	PRON
fis-5092	41	15	hysteretic	hysteretic	ADJ
fis-5092	41	16	curve	curve	NOUN
fis-5092	41	17	and	and	CCONJ
fis-5092	41	18	ductility	ductility	NOUN
fis-5092	41	19	,	,	PUNCT
fis-5092	41	20	were	be	AUX
fis-5092	41	21	found	find	VERB
fis-5092	41	22	to	to	PART
fis-5092	41	23	have	have	AUX
fis-5092	41	24	enhanced	enhance	VERB
fis-5092	41	25	significantly	significantly	ADV
fis-5092	41	26	.	.	PUNCT
fis-5092	42	1	according	accord	VERB
fis-5092	42	2	to	to	ADP
fis-5092	42	3	earlier	early	ADJ
fis-5092	42	4	studies	study	NOUN
fis-5092	42	5	,	,	PUNCT
fis-5092	42	6	replacing	replace	VERB
fis-5092	42	7	the	the	DET
fis-5092	42	8	fine	fine	ADJ
fis-5092	42	9	aggregate	aggregate	NOUN
fis-5092	42	10	in	in	ADP
fis-5092	42	11	concrete	concrete	NOUN
fis-5092	42	12	with	with	ADP
fis-5092	42	13	cr	cr	NOUN
fis-5092	42	14	can	can	AUX
fis-5092	42	15	lessen	lessen	VERB
fis-5092	42	16	the	the	DET
fis-5092	42	17	negative	negative	ADJ
fis-5092	42	18	environmental	environmental	ADJ
fis-5092	42	19	effects	effect	NOUN
fis-5092	42	20	of	of	ADP
fis-5092	42	21	this	this	DET
fis-5092	42	22	material	material	NOUN
fis-5092	42	23	.	.	PUNCT
fis-5092	43	1	thus	thus	ADV
fis-5092	43	2	,	,	PUNCT
fis-5092	43	3	the	the	DET
fis-5092	43	4	primary	primary	NOUN
fis-5092	43	5	the	the	DET
fis-5092	43	6	purpose	purpose	NOUN
fis-5092	43	7	of	of	ADP
fis-5092	43	8	this	this	DET
fis-5092	43	9	research	research	NOUN
fis-5092	43	10	is	be	AUX
fis-5092	43	11	to	to	PART
fis-5092	43	12	ascertain	ascertain	VERB
fis-5092	43	13	the	the	DET
fis-5092	43	14	efficiency	efficiency	NOUN
fis-5092	43	15	of	of	ADP
fis-5092	43	16	using	use	VERB
fis-5092	43	17	cr	cr	NOUN
fis-5092	43	18	on	on	ADP
fis-5092	43	19	the	the	DET
fis-5092	43	20	behavior	behavior	NOUN
fis-5092	43	21	and	and	CCONJ
fis-5092	43	22	load	load	NOUN
fis-5092	43	23	capacity	capacity	NOUN
fis-5092	43	24	of	of	ADP
fis-5092	43	25	rc	rc	PROPN
fis-5092	43	26	columns	column	NOUN
fis-5092	43	27	at	at	ADP
fis-5092	43	28	cyclic	cyclic	ADJ
fis-5092	43	29	loading	loading	NOUN
fis-5092	43	30	.	.	PUNCT
fis-5092	44	1	in	in	ADP
fis-5092	44	2	this	this	DET
fis-5092	44	3	research	research	NOUN
fis-5092	44	4	,	,	PUNCT
fis-5092	44	5	the	the	DET
fis-5092	44	6	percentages	percentage	NOUN
fis-5092	44	7	of	of	ADP
fis-5092	44	8	0	0	NUM
fis-5092	44	9	%	%	NOUN
fis-5092	44	10	,	,	PUNCT
fis-5092	44	11	10	10	NUM
fis-5092	44	12	%	%	NOUN
fis-5092	44	13	,	,	PUNCT
fis-5092	44	14	and	and	CCONJ
fis-5092	44	15	15	15	NUM
fis-5092	44	16	%	%	NOUN
fis-5092	44	17	of	of	ADP
fis-5092	44	18	the	the	DET
fis-5092	44	19	fine	fine	ADJ
fis-5092	44	20	aggregate	aggregate	NOUN
fis-5092	44	21	are	be	AUX
fis-5092	44	22	substituted	substitute	VERB
fis-5092	44	23	with	with	ADP
fis-5092	44	24	the	the	DET
fis-5092	44	25	cr	cr	PROPN
fis-5092	44	26	.	.	PUNCT
fis-5092	45	1	additionally	additionally	ADV
fis-5092	45	2	,	,	PUNCT
fis-5092	45	3	an	an	DET
fis-5092	45	4	experimental	experimental	ADJ
fis-5092	45	5	test	test	NOUN
fis-5092	45	6	is	be	AUX
fis-5092	45	7	conducted	conduct	VERB
fis-5092	45	8	to	to	PART
fis-5092	45	9	determine	determine	VERB
fis-5092	45	10	the	the	DET
fis-5092	45	11	influence	influence	NOUN
fis-5092	45	12	of	of	ADP
fis-5092	45	13	cr	cr	NOUN
fis-5092	45	14	on	on	ADP
fis-5092	45	15	the	the	DET
fis-5092	45	16	performance	performance	NOUN
fis-5092	45	17	of	of	ADP
fis-5092	45	18	circular	circular	ADJ
fis-5092	45	19	and	and	CCONJ
fis-5092	45	20	square	square	ADJ
fis-5092	45	21	rcc	rcc	PROPN
fis-5092	45	22	.	.	PUNCT
fis-5092	46	1	at	at	ADP
fis-5092	46	2	last	last	ADV
fis-5092	46	3	,	,	PUNCT
fis-5092	46	4	the	the	DET
fis-5092	46	5	capability	capability	NOUN
fis-5092	46	6	of	of	ADP
fis-5092	46	7	simulating	simulate	VERB
fis-5092	46	8	rubberized	rubberize	VERB
fis-5092	46	9	concrete	concrete	ADJ
fis-5092	46	10	columns	column	NOUN
fis-5092	46	11	under	under	ADP
fis-5092	46	12	cyclic	cyclic	ADJ
fis-5092	46	13	loads	load	NOUN
fis-5092	46	14	using	use	VERB
fis-5092	46	15	finite	finite	ADJ
fis-5092	46	16	element	element	NOUN
fis-5092	46	17	analysis	analysis	NOUN
fis-5092	46	18	.	.	PUNCT
fis-5092	47	1	experimental	experimental	ADJ
fis-5092	47	2	program	program	NOUN
fis-5092	47	3	nder	nd	ADJ
fis-5092	47	4	an	an	DET
fis-5092	47	5	axial	axial	ADJ
fis-5092	47	6	load	load	NOUN
fis-5092	47	7	,	,	PUNCT
fis-5092	47	8	twelve	twelve	NUM
fis-5092	47	9	reinforced	reinforce	VERB
fis-5092	47	10	concrete	concrete	ADJ
fis-5092	47	11	columns	column	NOUN
fis-5092	47	12	were	be	AUX
fis-5092	47	13	tested	test	VERB
fis-5092	47	14	.	.	PUNCT
fis-5092	48	1	a	a	DET
fis-5092	48	2	study	study	NOUN
fis-5092	48	3	through	through	ADP
fis-5092	48	4	experimentation	experimentation	NOUN
fis-5092	48	5	was	be	AUX
fis-5092	48	6	done	do	VERB
fis-5092	48	7	on	on	ADP
fis-5092	48	8	the	the	DET
fis-5092	48	9	influence	influence	NOUN
fis-5092	48	10	of	of	ADP
fis-5092	48	11	column	column	NOUN
fis-5092	48	12	height	height	NOUN
fis-5092	48	13	,	,	PUNCT
fis-5092	48	14	cross	cross	NOUN
fis-5092	48	15	-	-	NOUN
fis-5092	48	16	section	section	NOUN
fis-5092	48	17	,	,	PUNCT
fis-5092	48	18	and	and	CCONJ
fis-5092	48	19	the	the	DET
fis-5092	48	20	usage	usage	NOUN
fis-5092	48	21	of	of	ADP
fis-5092	48	22	crumb	crumb	NOUN
fis-5092	48	23	rubber	rubber	NOUN
fis-5092	48	24	on	on	ADP
fis-5092	48	25	column	column	NOUN
fis-5092	48	26	capacity	capacity	NOUN
fis-5092	48	27	.	.	PUNCT
fis-5092	49	1	specimen	speciman	NOUN
fis-5092	49	2	details	detail	VERB
fis-5092	49	3	the	the	DET
fis-5092	49	4	experimental	experimental	ADJ
fis-5092	49	5	program	program	NOUN
fis-5092	49	6	was	be	AUX
fis-5092	49	7	set	set	VERB
fis-5092	49	8	up	up	ADP
fis-5092	49	9	for	for	ADP
fis-5092	49	10	two	two	NUM
fis-5092	49	11	groups	group	NOUN
fis-5092	49	12	of	of	ADP
fis-5092	49	13	column	column	NOUN
fis-5092	49	14	specimens	specimen	NOUN
fis-5092	49	15	.	.	PUNCT
fis-5092	50	1	the	the	DET
fis-5092	50	2	first	first	ADJ
fis-5092	50	3	group	group	NOUN
fis-5092	50	4	of	of	ADP
fis-5092	50	5	six	six	NUM
fis-5092	50	6	circular	circular	ADJ
fis-5092	50	7	columns	column	NOUN
fis-5092	50	8	made	make	VERB
fis-5092	50	9	of	of	ADP
fis-5092	50	10	reinforced	reinforce	VERB
fis-5092	50	11	concrete	concrete	NOUN
fis-5092	50	12	were	be	AUX
fis-5092	50	13	250	250	NUM
fis-5092	50	14	mm	mm	NOUN
fis-5092	50	15	in	in	ADP
fis-5092	50	16	diameter	diameter	NOUN
fis-5092	50	17	and	and	CCONJ
fis-5092	50	18	1500	1500	NUM
fis-5092	50	19	mm	mm	NOUN
fis-5092	50	20	and	and	CCONJ
fis-5092	50	21	1800	1800	NUM
fis-5092	50	22	mm	mm	NOUN
fis-5092	50	23	in	in	ADP
fis-5092	50	24	height	height	NOUN
fis-5092	50	25	,	,	PUNCT
fis-5092	50	26	respectively	respectively	ADV
fis-5092	50	27	.	.	PUNCT
fis-5092	51	1	in	in	ADP
fis-5092	51	2	the	the	DET
fis-5092	51	3	second	second	ADJ
fis-5092	51	4	group	group	NOUN
fis-5092	51	5	,	,	PUNCT
fis-5092	51	6	six	six	NUM
fis-5092	51	7	square	square	ADJ
fis-5092	51	8	column	column	NOUN
fis-5092	51	9	sections	section	NOUN
fis-5092	51	10	with	with	ADP
fis-5092	51	11	the	the	DET
fis-5092	51	12	same	same	ADJ
fis-5092	51	13	width	width	NOUN
fis-5092	51	14	(	(	PUNCT
fis-5092	51	15	250	250	NUM
fis-5092	51	16	mm	mm	NOUN
fis-5092	51	17	)	)	PUNCT
fis-5092	51	18	and	and	CCONJ
fis-5092	51	19	height	height	NOUN
fis-5092	51	20	were	be	AUX
fis-5092	51	21	designed	design	VERB
fis-5092	51	22	.	.	PUNCT
fis-5092	52	1	all	all	DET
fis-5092	52	2	columns	column	NOUN
fis-5092	52	3	were	be	AUX
fis-5092	52	4	braced	brace	VERB
fis-5092	52	5	columns	column	NOUN
fis-5092	52	6	in	in	ADP
fis-5092	52	7	a	a	DET
fis-5092	52	8	hinged	hinge	VERB
fis-5092	52	9	case	case	NOUN
fis-5092	52	10	.	.	PUNCT
fis-5092	53	1	the	the	DET
fis-5092	53	2	tested	test	VERB
fis-5092	53	3	columns	column	NOUN
fis-5092	53	4	'	'	PART
fis-5092	53	5	dimensions	dimension	NOUN
fis-5092	53	6	and	and	CCONJ
fis-5092	53	7	reinforcement	reinforcement	NOUN
fis-5092	53	8	(	(	PUNCT
fis-5092	53	9	rft	rft	NOUN
fis-5092	53	10	)	)	PUNCT
fis-5092	53	11	were	be	AUX
fis-5092	53	12	chosen	choose	VERB
fis-5092	53	13	according	accord	VERB
fis-5092	53	14	to	to	ADP
fis-5092	53	15	egyptian	egyptian	PROPN
fis-5092	53	16	code	code	PROPN
fis-5092	53	17	(	(	PUNCT
fis-5092	53	18	ecp	ecp	PROPN
fis-5092	53	19	u	u	PROPN
fis-5092	53	20	h.	h.	PROPN
fis-5092	53	21	a.	a.	PROPN
fis-5092	53	22	mohamed	mohamed	PROPN
fis-5092	53	23	et	et	PROPN
fis-5092	53	24	alii	alii	PROPN
fis-5092	53	25	,	,	PUNCT
fis-5092	53	26	frattura	frattura	PROPN
fis-5092	53	27	ed	ed	PROPN
fis-5092	53	28	integrità	integrità	PROPN
fis-5092	53	29	strutturale	strutturale	PROPN
fis-5092	53	30	,	,	PUNCT
fis-5092	53	31	70	70	NUM
fis-5092	53	32	(	(	PUNCT
fis-5092	53	33	2024	2024	NUM
fis-5092	53	34	)	)	PUNCT
fis-5092	53	35	286	286	NUM
fis-5092	53	36	-	-	SYM
fis-5092	53	37	309	309	NUM
fis-5092	53	38	;	;	PUNCT
fis-5092	53	39	doi	doi	NOUN
fis-5092	53	40	:	:	PUNCT
fis-5092	53	41	10.3221	10.3221	NUM
fis-5092	53	42	/	/	SYM
fis-5092	53	43	igf	igf	PROPN
fis-5092	53	44	-	-	ADJ
fis-5092	53	45	esis.70.17	esis.70.17	ADJ
fis-5092	53	46	288	288	NUM
fis-5092	53	47	203/2010	203/2010	NUM
fis-5092	53	48	)	)	PUNCT
fis-5092	53	49	for	for	ADP
fis-5092	53	50	the	the	DET
fis-5092	53	51	design	design	NOUN
fis-5092	53	52	and	and	CCONJ
fis-5092	53	53	construction	construction	NOUN
fis-5092	53	54	of	of	ADP
fis-5092	53	55	concrete	concrete	ADJ
fis-5092	53	56	structures	structure	NOUN
fis-5092	53	57	.	.	PUNCT
fis-5092	54	1	each	each	DET
fis-5092	54	2	tested	test	VERB
fis-5092	54	3	column	column	NOUN
fis-5092	54	4	was	be	AUX
fis-5092	54	5	reinforced	reinforce	VERB
fis-5092	54	6	with	with	ADP
fis-5092	54	7	six	six	NUM
fis-5092	54	8	bars	bar	NOUN
fis-5092	54	9	with	with	ADP
fis-5092	54	10	a	a	DET
fis-5092	54	11	12	12	NUM
fis-5092	54	12	mm	mm	NOUN
fis-5092	54	13	diameter	diameter	NOUN
fis-5092	54	14	and	and	CCONJ
fis-5092	54	15	yield	yield	VERB
fis-5092	54	16	stress	stress	NOUN
fis-5092	54	17	of	of	ADP
fis-5092	54	18	550	550	NUM
fis-5092	54	19	mpa	mpa	NOUN
fis-5092	54	20	and	and	CCONJ
fis-5092	54	21	tensile	tensile	NOUN
fis-5092	54	22	strength	strength	NOUN
fis-5092	54	23	of	of	ADP
fis-5092	54	24	640	640	NUM
fis-5092	54	25	mpa	mpa	NOUN
fis-5092	54	26	.	.	PUNCT
fis-5092	55	1	stirrups	stirrup	NOUN
fis-5092	55	2	of	of	ADP
fis-5092	55	3	8	8	NUM
fis-5092	55	4	mm	mm	NOUN
fis-5092	55	5	diameter	diameter	NOUN
fis-5092	55	6	were	be	AUX
fis-5092	55	7	employed	employ	VERB
fis-5092	55	8	with	with	ADP
fis-5092	55	9	a	a	DET
fis-5092	55	10	yield	yield	NOUN
fis-5092	55	11	stress	stress	NOUN
fis-5092	55	12	of	of	ADP
fis-5092	55	13	280	280	NUM
fis-5092	55	14	mpa	mpa	NOUN
fis-5092	55	15	.	.	PUNCT
fis-5092	56	1	in	in	ADP
fis-5092	56	2	each	each	DET
fis-5092	56	3	column	column	NOUN
fis-5092	56	4	specimen	speciman	NOUN
fis-5092	56	5	,	,	PUNCT
fis-5092	56	6	there	there	PRON
fis-5092	56	7	was	be	VERB
fis-5092	56	8	a	a	DET
fis-5092	56	9	25	25	NUM
fis-5092	56	10	mm	mm	NUM
fis-5092	56	11	clear	clear	ADJ
fis-5092	56	12	concrete	concrete	ADJ
fis-5092	56	13	cover	cover	NOUN
fis-5092	56	14	.	.	PUNCT
fis-5092	57	1	one	one	NUM
fis-5092	57	2	column	column	NOUN
fis-5092	57	3	for	for	ADP
fis-5092	57	4	each	each	DET
fis-5092	57	5	group	group	NOUN
fis-5092	57	6	was	be	AUX
fis-5092	57	7	designed	design	VERB
fis-5092	57	8	as	as	ADP
fis-5092	57	9	a	a	DET
fis-5092	57	10	control	control	NOUN
fis-5092	57	11	specimen	speciman	NOUN
fis-5092	57	12	without	without	ADP
fis-5092	57	13	any	any	DET
fis-5092	57	14	crump	crump	NOUN
fis-5092	57	15	rubber	rubber	NOUN
fis-5092	57	16	,	,	PUNCT
fis-5092	57	17	and	and	CCONJ
fis-5092	57	18	two	two	NUM
fis-5092	57	19	more	more	ADJ
fis-5092	57	20	columns	column	NOUN
fis-5092	57	21	were	be	AUX
fis-5092	57	22	designed	design	VERB
fis-5092	57	23	with	with	ADP
fis-5092	57	24	replacement	replacement	NOUN
fis-5092	57	25	fine	fine	ADJ
fis-5092	57	26	aggregates	aggregate	NOUN
fis-5092	57	27	of	of	ADP
fis-5092	57	28	crump	crump	NOUN
fis-5092	57	29	rubber	rubber	NOUN
fis-5092	57	30	at	at	ADP
fis-5092	57	31	10	10	NUM
fis-5092	57	32	%	%	NOUN
fis-5092	57	33	and	and	CCONJ
fis-5092	57	34	15	15	NUM
fis-5092	57	35	%	%	NOUN
fis-5092	57	36	,	,	PUNCT
fis-5092	57	37	respectively	respectively	ADV
fis-5092	57	38	.	.	PUNCT
fis-5092	58	1	fig	fig	NOUN
fis-5092	58	2	.	.	PUNCT
fis-5092	59	1	1	1	NUM
fis-5092	59	2	display	display	VERB
fis-5092	59	3	the	the	DET
fis-5092	59	4	details	detail	NOUN
fis-5092	59	5	of	of	ADP
fis-5092	59	6	rft	rft	NOUN
fis-5092	59	7	and	and	CCONJ
fis-5092	59	8	dimensions	dimension	NOUN
fis-5092	59	9	of	of	ADP
fis-5092	59	10	the	the	DET
fis-5092	59	11	column	column	NOUN
fis-5092	59	12	specimens	specimen	NOUN
fis-5092	59	13	,	,	PUNCT
fis-5092	59	14	and	and	CCONJ
fis-5092	59	15	table	table	NOUN
fis-5092	59	16	1	1	NUM
fis-5092	59	17	contains	contain	VERB
fis-5092	59	18	the	the	DET
fis-5092	59	19	titles	title	NOUN
fis-5092	59	20	and	and	CCONJ
fis-5092	59	21	specifics	specific	NOUN
fis-5092	59	22	of	of	ADP
fis-5092	59	23	the	the	DET
fis-5092	59	24	rc	rc	PROPN
fis-5092	59	25	columns	column	NOUN
fis-5092	59	26	that	that	PRON
fis-5092	59	27	have	have	AUX
fis-5092	59	28	been	be	AUX
fis-5092	59	29	tested	test	VERB
fis-5092	59	30	.	.	PUNCT
fis-5092	60	1	the	the	DET
fis-5092	60	2	code	code	NOUN
fis-5092	60	3	of	of	ADP
fis-5092	60	4	specimen	speciman	NOUN
fis-5092	60	5	in	in	ADP
fis-5092	60	6	this	this	DET
fis-5092	60	7	table	table	NOUN
fis-5092	60	8	starts	start	VERB
fis-5092	60	9	with	with	ADP
fis-5092	60	10	"	"	PUNCT
fis-5092	60	11	r0	r0	NOUN
fis-5092	60	12	%	%	NOUN
fis-5092	60	13	"	"	PUNCT
fis-5092	60	14	stands	stand	VERB
fis-5092	60	15	for	for	ADP
fis-5092	60	16	traditional	traditional	ADJ
fis-5092	60	17	concrete	concrete	NOUN
fis-5092	60	18	or	or	CCONJ
fis-5092	60	19	"	"	PUNCT
fis-5092	60	20	r10	r10	NUM
fis-5092	60	21	%	%	NOUN
fis-5092	60	22	"	"	PUNCT
fis-5092	60	23	and	and	CCONJ
fis-5092	60	24	"	"	PUNCT
fis-5092	60	25	r10	r10	NUM
fis-5092	60	26	%	%	NOUN
fis-5092	60	27	"	"	PUNCT
fis-5092	60	28	for	for	ADP
fis-5092	60	29	crc	crc	NOUN
fis-5092	60	30	.	.	PUNCT
fis-5092	61	1	this	this	PRON
fis-5092	61	2	is	be	AUX
fis-5092	61	3	followed	follow	VERB
fis-5092	61	4	by	by	ADP
fis-5092	61	5	"	"	PUNCT
fis-5092	61	6	h1.5	h1.5	NOUN
fis-5092	61	7	"	"	PUNCT
fis-5092	61	8	or	or	CCONJ
fis-5092	61	9	"	"	PUNCT
fis-5092	61	10	h1.8	h1.8	PROPN
fis-5092	61	11	"	"	PUNCT
fis-5092	61	12	to	to	PART
fis-5092	61	13	indicate	indicate	VERB
fis-5092	61	14	the	the	DET
fis-5092	61	15	specimen	speciman	NOUN
fis-5092	61	16	's	's	PART
fis-5092	61	17	height	height	NOUN
fis-5092	61	18	.	.	PUNCT
fis-5092	62	1	the	the	DET
fis-5092	62	2	cross	cross	NOUN
fis-5092	62	3	-	-	NOUN
fis-5092	62	4	section	section	NOUN
fis-5092	62	5	of	of	ADP
fis-5092	62	6	the	the	DET
fis-5092	62	7	specimens	specimen	NOUN
fis-5092	62	8	is	be	AUX
fis-5092	62	9	indicated	indicate	VERB
fis-5092	62	10	by	by	ADP
fis-5092	62	11	the	the	DET
fis-5092	62	12	letter	letter	NOUN
fis-5092	62	13	’s	’s	PART
fis-5092	62	14	"	"	PUNCT
fis-5092	62	15	s	s	NOUN
fis-5092	62	16	"	"	PUNCT
fis-5092	62	17	for	for	ADP
fis-5092	62	18	square	square	ADJ
fis-5092	62	19	and	and	CCONJ
fis-5092	62	20	"	"	PUNCT
fis-5092	62	21	c	c	NOUN
fis-5092	62	22	"	"	PUNCT
fis-5092	62	23	for	for	ADP
fis-5092	62	24	circular	circular	ADJ
fis-5092	62	25	.	.	PUNCT
fis-5092	63	1	casting	casting	NOUN
fis-5092	63	2	,	,	PUNCT
fis-5092	63	3	mix	mix	VERB
fis-5092	63	4	percentages	percentage	NOUN
fis-5092	63	5	,	,	PUNCT
fis-5092	63	6	and	and	CCONJ
fis-5092	63	7	material	material	NOUN
fis-5092	63	8	specifications	specification	NOUN
fis-5092	63	9	for	for	ADP
fis-5092	63	10	this	this	DET
fis-5092	63	11	study	study	NOUN
fis-5092	63	12	,	,	PUNCT
fis-5092	63	13	three	three	NUM
fis-5092	63	14	distinct	distinct	ADJ
fis-5092	63	15	blends	blend	NOUN
fis-5092	63	16	of	of	ADP
fis-5092	63	17	concrete	concrete	NOUN
fis-5092	63	18	(	(	PUNCT
fis-5092	63	19	m1	m1	NOUN
fis-5092	63	20	,	,	PUNCT
fis-5092	63	21	m2	m2	PROPN
fis-5092	63	22	,	,	PUNCT
fis-5092	63	23	and	and	CCONJ
fis-5092	63	24	m3	m3	PROPN
fis-5092	63	25	)	)	PUNCT
fis-5092	63	26	were	be	AUX
fis-5092	63	27	selected	select	VERB
fis-5092	63	28	according	accord	VERB
fis-5092	63	29	to	to	ADP
fis-5092	63	30	replacement	replacement	NOUN
fis-5092	63	31	by	by	ADP
fis-5092	63	32	volume	volume	NOUN
fis-5092	63	33	of	of	ADP
fis-5092	63	34	the	the	DET
fis-5092	63	35	fine	fine	ADJ
fis-5092	63	36	aggregate	aggregate	NOUN
fis-5092	63	37	by	by	ADP
fis-5092	63	38	varying	vary	VERB
fis-5092	63	39	percentages	percentage	NOUN
fis-5092	63	40	of	of	ADP
fis-5092	63	41	cr	cr	PROPN
fis-5092	63	42	(	(	PUNCT
fis-5092	63	43	0	0	NUM
fis-5092	63	44	%	%	NOUN
fis-5092	63	45	,	,	PUNCT
fis-5092	63	46	10	10	NUM
fis-5092	63	47	%	%	NOUN
fis-5092	63	48	,	,	PUNCT
fis-5092	63	49	and	and	CCONJ
fis-5092	63	50	15	15	NUM
fis-5092	63	51	%	%	NOUN
fis-5092	63	52	)	)	PUNCT
fis-5092	63	53	,	,	PUNCT
fis-5092	63	54	respectively	respectively	ADV
fis-5092	63	55	.	.	PUNCT
fis-5092	64	1	the	the	DET
fis-5092	64	2	mix	mix	NOUN
fis-5092	64	3	design	design	NOUN
fis-5092	64	4	was	be	AUX
fis-5092	64	5	created	create	VERB
fis-5092	64	6	in	in	ADP
fis-5092	64	7	compliance	compliance	NOUN
fis-5092	64	8	with	with	ADP
fis-5092	64	9	ecp	ecp	NOUN
fis-5092	64	10	203	203	NUM
fis-5092	64	11	.	.	PUNCT
fis-5092	65	1	the	the	DET
fis-5092	65	2	proportion	proportion	NOUN
fis-5092	65	3	of	of	ADP
fis-5092	65	4	cement	cement	NOUN
fis-5092	65	5	and	and	CCONJ
fis-5092	65	6	the	the	DET
fis-5092	65	7	ratio	ratio	NOUN
fis-5092	65	8	of	of	ADP
fis-5092	65	9	water	water	NOUN
fis-5092	65	10	to	to	PART
fis-5092	65	11	cement	cement	VERB
fis-5092	65	12	(	(	PUNCT
fis-5092	65	13	w	w	NOUN
fis-5092	65	14	/	/	SYM
fis-5092	65	15	c	c	NOUN
fis-5092	65	16	)	)	PUNCT
fis-5092	65	17	were	be	AUX
fis-5092	65	18	350	350	NUM
fis-5092	65	19	kg	kg	NOUN
fis-5092	65	20	/	/	SYM
fis-5092	65	21	m3	m3	PROPN
fis-5092	65	22	and	and	CCONJ
fis-5092	65	23	0.5	0.5	NUM
fis-5092	65	24	,	,	PUNCT
fis-5092	65	25	respectively	respectively	ADV
fis-5092	65	26	.	.	PUNCT
fis-5092	66	1	table	table	NOUN
fis-5092	66	2	2	2	NUM
fis-5092	66	3	displays	display	VERB
fis-5092	66	4	the	the	DET
fis-5092	66	5	mix	mix	NOUN
fis-5092	66	6	percentages	percentage	NOUN
fis-5092	66	7	for	for	ADP
fis-5092	66	8	the	the	DET
fis-5092	66	9	three	three	NUM
fis-5092	66	10	mixtures	mixture	NOUN
fis-5092	66	11	.	.	PUNCT
fis-5092	67	1	the	the	DET
fis-5092	67	2	concrete	concrete	NOUN
fis-5092	67	3	's	's	PART
fis-5092	67	4	tensile	tensile	NOUN
fis-5092	67	5	and	and	CCONJ
fis-5092	67	6	compressive	compressive	ADJ
fis-5092	67	7	strengths	strength	NOUN
fis-5092	67	8	were	be	AUX
fis-5092	67	9	measured	measure	VERB
fis-5092	67	10	using	use	VERB
fis-5092	67	11	standard	standard	ADJ
fis-5092	67	12	cylinders	cylinder	NOUN
fis-5092	67	13	(	(	PUNCT
fis-5092	67	14	150	150	NUM
fis-5092	67	15	mm	mm	NOUN
fis-5092	67	16	diameter	diameter	NOUN
fis-5092	67	17	,	,	PUNCT
fis-5092	67	18	300	300	NUM
fis-5092	67	19	mm	mm	NOUN
fis-5092	67	20	height	height	NOUN
fis-5092	67	21	)	)	PUNCT
fis-5092	67	22	and	and	CCONJ
fis-5092	67	23	cubes	cube	NOUN
fis-5092	67	24	(	(	PUNCT
fis-5092	67	25	180	180	NUM
fis-5092	67	26	mm	mm	NOUN
fis-5092	67	27	in	in	ADP
fis-5092	67	28	size	size	NOUN
fis-5092	67	29	)	)	PUNCT
fis-5092	67	30	.	.	PUNCT
fis-5092	68	1	middle	middle	ADJ
fis-5092	68	2	-	-	PUNCT
fis-5092	68	3	sized	sized	ADJ
fis-5092	68	4	sand	sand	NOUN
fis-5092	68	5	with	with	ADP
fis-5092	68	6	a	a	DET
fis-5092	68	7	specific	specific	ADJ
fis-5092	68	8	gravity	gravity	NOUN
fis-5092	68	9	of	of	ADP
fis-5092	68	10	2.54	2.54	NUM
fis-5092	68	11	and	and	CCONJ
fis-5092	68	12	a	a	DET
fis-5092	68	13	fineness	fineness	NOUN
fis-5092	68	14	modulus	modulus	NOUN
fis-5092	68	15	of	of	ADP
fis-5092	68	16	2.69	2.69	NUM
fis-5092	68	17	was	be	AUX
fis-5092	68	18	used	use	VERB
fis-5092	68	19	as	as	ADP
fis-5092	68	20	fine	fine	ADJ
fis-5092	68	21	aggregate	aggregate	NOUN
fis-5092	68	22	,	,	PUNCT
fis-5092	68	23	while	while	SCONJ
fis-5092	68	24	coarse	coarse	ADJ
fis-5092	68	25	aggregates	aggregate	NOUN
fis-5092	68	26	with	with	ADP
fis-5092	68	27	a	a	DET
fis-5092	68	28	nominal	nominal	ADJ
fis-5092	68	29	maximum	maximum	ADJ
fis-5092	68	30	size	size	NOUN
fis-5092	68	31	of	of	ADP
fis-5092	68	32	38	38	NUM
fis-5092	68	33	mm	mm	NOUN
fis-5092	68	34	and	and	CCONJ
fis-5092	68	35	a	a	DET
fis-5092	68	36	specific	specific	ADJ
fis-5092	68	37	gravity	gravity	NOUN
fis-5092	68	38	of	of	ADP
fis-5092	68	39	2.78	2.78	NUM
fis-5092	68	40	were	be	AUX
fis-5092	68	41	used	use	VERB
fis-5092	68	42	as	as	ADP
fis-5092	68	43	coarse	coarse	ADJ
fis-5092	68	44	aggregate	aggregate	NOUN
fis-5092	68	45	for	for	ADP
fis-5092	68	46	all	all	DET
fis-5092	68	47	mixes	mix	NOUN
fis-5092	68	48	.	.	PUNCT
fis-5092	69	1	tire	tire	NOUN
fis-5092	69	2	rubber	rubber	NOUN
fis-5092	69	3	waste	waste	NOUN
fis-5092	69	4	was	be	AUX
fis-5092	69	5	mechanically	mechanically	ADV
fis-5092	69	6	ground	grind	VERB
fis-5092	69	7	to	to	PART
fis-5092	69	8	produce	produce	VERB
fis-5092	69	9	cr	cr	NOUN
fis-5092	69	10	with	with	ADP
fis-5092	69	11	a	a	DET
fis-5092	69	12	specific	specific	ADJ
fis-5092	69	13	gravity	gravity	NOUN
fis-5092	69	14	of	of	ADP
fis-5092	69	15	0.95	0.95	NUM
fis-5092	69	16	.	.	PUNCT
fis-5092	70	1	as	as	SCONJ
fis-5092	70	2	shown	show	VERB
fis-5092	70	3	in	in	ADP
fis-5092	70	4	fig	fig	NOUN
fis-5092	70	5	2	2	NUM
fis-5092	70	6	,	,	PUNCT
fis-5092	70	7	two	two	NUM
fis-5092	70	8	different	different	ADJ
fis-5092	70	9	sizes	size	NOUN
fis-5092	70	10	of	of	ADP
fis-5092	70	11	cr	cr	NOUN
fis-5092	70	12	were	be	AUX
fis-5092	70	13	blended	blend	VERB
fis-5092	70	14	at	at	ADP
fis-5092	70	15	a	a	DET
fis-5092	70	16	ratio	ratio	NOUN
fis-5092	70	17	of	of	ADP
fis-5092	70	18	1:1	1:1	NUM
fis-5092	71	1	[	[	X
fis-5092	71	2	15	15	NUM
fis-5092	71	3	]	]	PUNCT
fis-5092	71	4	for	for	ADP
fis-5092	71	5	the	the	DET
fis-5092	71	6	current	current	ADJ
fis-5092	71	7	research	research	NOUN
fis-5092	71	8	.	.	PUNCT
fis-5092	72	1	fig	fig	NOUN
fis-5092	72	2	.	.	PUNCT
fis-5092	73	1	3	3	NUM
fis-5092	73	2	displays	display	VERB
fis-5092	73	3	the	the	DET
fis-5092	73	4	results	result	NOUN
fis-5092	73	5	of	of	ADP
fis-5092	73	6	the	the	DET
fis-5092	73	7	sieve	sieve	NOUN
fis-5092	73	8	analysis	analysis	NOUN
fis-5092	73	9	of	of	ADP
fis-5092	73	10	the	the	DET
fis-5092	73	11	cr	cr	PROPN
fis-5092	73	12	,	,	PUNCT
fis-5092	73	13	fine	fine	ADJ
fis-5092	73	14	aggregate	aggregate	NOUN
fis-5092	73	15	,	,	PUNCT
fis-5092	73	16	and	and	CCONJ
fis-5092	73	17	coarse	coarse	ADJ
fis-5092	73	18	aggregate	aggregate	NOUN
fis-5092	73	19	utilized	utilize	VERB
fis-5092	73	20	in	in	ADP
fis-5092	73	21	this	this	DET
fis-5092	73	22	investigation	investigation	NOUN
fis-5092	73	23	.	.	PUNCT
fis-5092	74	1	the	the	DET
fis-5092	74	2	results	result	NOUN
fis-5092	74	3	display	display	VERB
fis-5092	74	4	a	a	DET
fis-5092	74	5	78	78	NUM
fis-5092	74	6	mm	mm	NOUN
fis-5092	74	7	slump	slump	NOUN
fis-5092	74	8	value	value	NOUN
fis-5092	74	9	in	in	ADP
fis-5092	74	10	normal	normal	ADJ
fis-5092	74	11	concrete	concrete	NOUN
fis-5092	74	12	(	(	PUNCT
fis-5092	74	13	m1	m1	NOUN
fis-5092	74	14	)	)	PUNCT
fis-5092	74	15	.	.	PUNCT
fis-5092	75	1	for	for	ADP
fis-5092	75	2	rubberized	rubberize	VERB
fis-5092	75	3	concrete	concrete	NOUN
fis-5092	75	4	with	with	ADP
fis-5092	75	5	a	a	DET
fis-5092	75	6	10	10	NUM
fis-5092	75	7	%	%	NOUN
fis-5092	75	8	crumb	crumb	NOUN
fis-5092	75	9	rubber	rubber	NOUN
fis-5092	75	10	(	(	PUNCT
fis-5092	75	11	m2	m2	PROPN
fis-5092	75	12	)	)	PUNCT
fis-5092	75	13	and	and	CCONJ
fis-5092	75	14	a	a	DET
fis-5092	75	15	15	15	NUM
fis-5092	75	16	%	%	NOUN
fis-5092	75	17	crumb	crumb	NOUN
fis-5092	75	18	rubber	rubber	NOUN
fis-5092	75	19	(	(	PUNCT
fis-5092	75	20	m3	m3	PROPN
fis-5092	75	21	)	)	PUNCT
fis-5092	75	22	,	,	PUNCT
fis-5092	75	23	the	the	DET
fis-5092	75	24	values	value	NOUN
fis-5092	75	25	were	be	AUX
fis-5092	75	26	67	67	NUM
fis-5092	75	27	and	and	CCONJ
fis-5092	75	28	63	63	NUM
fis-5092	75	29	mm	mm	NOUN
fis-5092	75	30	,	,	PUNCT
fis-5092	75	31	respectively	respectively	ADV
fis-5092	75	32	.	.	PUNCT
fis-5092	76	1	specimen	speciman	NOUN
fis-5092	76	2	code	code	VERB
fis-5092	76	3	%	%	NOUN
fis-5092	76	4	crumb	crumb	NOUN
fis-5092	76	5	rubber	rubber	NOUN
fis-5092	76	6	height	height	NOUN
fis-5092	76	7	(	(	PUNCT
fis-5092	76	8	mm	mm	NOUN
fis-5092	76	9	)	)	PUNCT
fis-5092	76	10	boundary	boundary	ADJ
fis-5092	76	11	conditions	condition	NOUN
fis-5092	76	12	(	(	PUNCT
fis-5092	76	13	λ)=	λ)=	X
fis-5092	76	14			NOUN
fis-5092	76	15			PROPN
fis-5092	76	16			NOUN
fis-5092	76	17			PUNCT
fis-5092	76	18	k	k	PROPN
fis-5092	76	19	ho	ho	PROPN
fis-5092	76	20	b	b	PROPN
fis-5092	76	21	or	or	CCONJ
fis-5092	76	22	d	d	PROPN
fis-5092	76	23	.	.	PUNCT
fis-5092	76	24	    	    	SPACE
fis-5092	77	1	hingedhinged	hingedhinge	VERB
fis-5092	77	2	(	(	PUNCT
fis-5092	77	3	braced	braced	ADJ
fis-5092	77	4	)	)	PUNCT
fis-5092	77	5	(	(	PUNCT
fis-5092	77	6	k=1	k=1	NOUN
fis-5092	77	7	)	)	PUNCT
fis-5092	77	8	cross	cross	PROPN
fis-5092	77	9	section	section	NOUN
fis-5092	77	10	reinforcement	reinforcement	NOUN
fis-5092	77	11	r0%h1.5c	r0%h1.5c	PROPN
fis-5092	77	12	0	0	NUM
fis-5092	77	13	%	%	NOUN
fis-5092	77	14	1500	1500	NUM
fis-5092	77	15	(	(	PUNCT
fis-5092	77	16	λ	λ	NOUN
fis-5092	77	17	)	)	PUNCT
fis-5092	77	18	=	=	SYM
fis-5092	78	1	6	6	NUM
fis-5092	78	2	c	c	NOUN
fis-5092	78	3	irc	irc	PROPN
fis-5092	78	4	ul	ul	INTJ
fis-5092	78	5	ar	ar	PROPN
fis-5092	78	6	(	(	PUNCT
fis-5092	78	7	d	d	NOUN
fis-5092	78	8	=	=	SYM
fis-5092	78	9	25	25	NUM
fis-5092	78	10	0	0	NUM
fis-5092	78	11	m	m	VERB
fis-5092	78	12	m	m	VERB
fis-5092	78	13	)	)	PUNCT
fis-5092	78	14	a	a	DET
fis-5092	78	15	s	s	NOUN
fis-5092	78	16	=	=	SYM
fis-5092	78	17	6	6	NUM
fis-5092	78	18	ϕ	ϕ	NOUN
fis-5092	78	19	12	12	NUM
fis-5092	78	20	r10%h1.5c	r10%h1.5c	NOUN
fis-5092	78	21	10	10	NUM
fis-5092	78	22	%	%	NOUN
fis-5092	78	23	1500	1500	NUM
fis-5092	78	24	(	(	PUNCT
fis-5092	78	25	λ	λ	NOUN
fis-5092	78	26	)	)	PUNCT
fis-5092	78	27	=	=	SYM
fis-5092	78	28	6	6	NUM
fis-5092	78	29	r15%h1.5c	r15%h1.5c	VERB
fis-5092	78	30	15	15	NUM
fis-5092	78	31	%	%	NOUN
fis-5092	78	32	1500	1500	NUM
fis-5092	78	33	(	(	PUNCT
fis-5092	78	34	λ	λ	NOUN
fis-5092	78	35	)	)	PUNCT
fis-5092	78	36	=	=	SYM
fis-5092	78	37	6	6	NUM
fis-5092	78	38	r0%h1.8c	r0%h1.8c	ADJ
fis-5092	78	39	0	0	NUM
fis-5092	78	40	%	%	NOUN
fis-5092	78	41	1800	1800	NUM
fis-5092	78	42	(	(	PUNCT
fis-5092	78	43	λ	λ	NOUN
fis-5092	78	44	)	)	PUNCT
fis-5092	78	45	=	=	SYM
fis-5092	78	46	7.2	7.2	NUM
fis-5092	78	47	r10%h1.8c	r10%h1.8c	VERB
fis-5092	78	48	10	10	NUM
fis-5092	78	49	%	%	NOUN
fis-5092	78	50	1800	1800	NUM
fis-5092	78	51	(	(	PUNCT
fis-5092	78	52	λ	λ	NOUN
fis-5092	78	53	)	)	PUNCT
fis-5092	78	54	=	=	SYM
fis-5092	78	55	7.2	7.2	NUM
fis-5092	78	56	r15%h1.8c	r15%h1.8c	NOUN
fis-5092	78	57	15	15	NUM
fis-5092	78	58	%	%	NOUN
fis-5092	78	59	1800	1800	NUM
fis-5092	78	60	(	(	PUNCT
fis-5092	78	61	λ	λ	NOUN
fis-5092	78	62	)	)	PUNCT
fis-5092	78	63	=	=	SYM
fis-5092	78	64	7.2	7.2	NUM
fis-5092	78	65	r0%h1.5s	r0%h1.5s	NOUN
fis-5092	78	66	0	0	NUM
fis-5092	78	67	%	%	NOUN
fis-5092	78	68	1500	1500	NUM
fis-5092	78	69	(	(	PUNCT
fis-5092	78	70	λ	λ	NOUN
fis-5092	78	71	)	)	PUNCT
fis-5092	78	72	=	=	SYM
fis-5092	78	73	6	6	NUM
fis-5092	78	74	sq	sq	INTJ
fis-5092	78	75	ua	ua	PROPN
fis-5092	78	76	re	re	X
fis-5092	78	77	(	(	PUNCT
fis-5092	78	78	2	2	NUM
fis-5092	78	79	50	50	NUM
fis-5092	78	80	*	*	SYM
fis-5092	78	81	2	2	NUM
fis-5092	78	82	50	50	NUM
fis-5092	78	83	m	m	NOUN
fis-5092	78	84	m	m	VERB
fis-5092	78	85	)	)	PUNCT
fis-5092	78	86	r10%h1.5s	r10%h1.5s	NOUN
fis-5092	79	1	10	10	NUM
fis-5092	79	2	%	%	NOUN
fis-5092	79	3	1500	1500	NUM
fis-5092	79	4	(	(	PUNCT
fis-5092	79	5	λ	λ	NOUN
fis-5092	79	6	)	)	PUNCT
fis-5092	79	7	=	=	SYM
fis-5092	79	8	6	6	NUM
fis-5092	79	9	r15%h1.5s	r15%h1.5s	NOUN
fis-5092	79	10	15	15	NUM
fis-5092	79	11	%	%	NOUN
fis-5092	79	12	1500	1500	NUM
fis-5092	79	13	(	(	PUNCT
fis-5092	79	14	λ	λ	NOUN
fis-5092	79	15	)	)	PUNCT
fis-5092	79	16	=	=	SYM
fis-5092	79	17	6	6	NUM
fis-5092	79	18	r0%h1.8s	r0%h1.8	VERB
fis-5092	79	19	0	0	NUM
fis-5092	79	20	%	%	NOUN
fis-5092	79	21	1800	1800	NUM
fis-5092	79	22	(	(	PUNCT
fis-5092	79	23	λ	λ	NOUN
fis-5092	79	24	)	)	PUNCT
fis-5092	79	25	=	=	SYM
fis-5092	79	26	7.2	7.2	NUM
fis-5092	79	27	r10%h1.8s	r10%h1.8s	NOUN
fis-5092	79	28	10	10	NUM
fis-5092	79	29	%	%	NOUN
fis-5092	79	30	1800	1800	NUM
fis-5092	79	31	(	(	PUNCT
fis-5092	79	32	λ	λ	NOUN
fis-5092	79	33	)	)	PUNCT
fis-5092	79	34	=	=	SYM
fis-5092	79	35	7.2	7.2	NUM
fis-5092	79	36	r15%h1.8s	r15%h1.8s	NOUN
fis-5092	79	37	15	15	NUM
fis-5092	79	38	%	%	NOUN
fis-5092	79	39	1800	1800	NUM
fis-5092	79	40	(	(	PUNCT
fis-5092	79	41	λ	λ	NOUN
fis-5092	79	42	)	)	PUNCT
fis-5092	79	43	=	=	SYM
fis-5092	79	44	7.2	7.2	NUM
fis-5092	79	45	table	table	NOUN
fis-5092	79	46	1	1	NUM
fis-5092	79	47	:	:	PUNCT
fis-5092	79	48	the	the	DET
fis-5092	79	49	test	test	NOUN
fis-5092	79	50	specimens	specimen	NOUN
fis-5092	79	51	'	'	PART
fis-5092	79	52	specifics	specific	NOUN
fis-5092	79	53	.	.	PUNCT
fis-5092	80	1	h.	h.	PROPN
fis-5092	80	2	a.	a.	PROPN
fis-5092	80	3	mohamed	mohamed	PROPN
fis-5092	80	4	et	et	PROPN
fis-5092	80	5	alii	alii	PROPN
fis-5092	80	6	,	,	PUNCT
fis-5092	80	7	frattura	frattura	PROPN
fis-5092	80	8	ed	ed	PROPN
fis-5092	80	9	integrità	integrità	PROPN
fis-5092	80	10	strutturale	strutturale	PROPN
fis-5092	80	11	,	,	PUNCT
fis-5092	80	12	70	70	NUM
fis-5092	80	13	(	(	PUNCT
fis-5092	80	14	2024	2024	NUM
fis-5092	80	15	)	)	PUNCT
fis-5092	80	16	286	286	NUM
fis-5092	80	17	-	-	SYM
fis-5092	80	18	309	309	NUM
fis-5092	80	19	;	;	PUNCT
fis-5092	80	20	doi	doi	NOUN
fis-5092	80	21	:	:	PUNCT
fis-5092	80	22	10.3221	10.3221	NUM
fis-5092	80	23	/	/	SYM
fis-5092	80	24	igf	igf	PROPN
fis-5092	80	25	-	-	ADJ
fis-5092	80	26	esis.70.17	esis.70.17	ADJ
fis-5092	80	27	289	289	NUM
fis-5092	80	28	figure	figure	NOUN
fis-5092	80	29	1	1	NUM
fis-5092	80	30	:	:	PUNCT
fis-5092	80	31	columns	columns	PROPN
fis-5092	80	32	cross	cross	PROPN
fis-5092	80	33	section	section	PROPN
fis-5092	80	34	,	,	PUNCT
fis-5092	80	35	dimensions	dimension	NOUN
fis-5092	80	36	,	,	PUNCT
fis-5092	80	37	and	and	CCONJ
fis-5092	80	38	reinforcement	reinforcement	NOUN
fis-5092	80	39	details	detail	NOUN
fis-5092	80	40	.	.	PUNCT
fis-5092	81	1	constituents	constituent	NOUN
fis-5092	81	2	m1	m1	PROPN
fis-5092	81	3	(	(	PUNCT
fis-5092	81	4	r0	r0	NOUN
fis-5092	81	5	%	%	NOUN
fis-5092	81	6	)	)	PUNCT
fis-5092	81	7	m2	m2	PROPN
fis-5092	81	8	(	(	PUNCT
fis-5092	81	9	r10	r10	PROPN
fis-5092	81	10	%	%	NOUN
fis-5092	81	11	)	)	PUNCT
fis-5092	81	12	m3	m3	PROPN
fis-5092	81	13	(	(	PUNCT
fis-5092	81	14	r15	r15	NOUN
fis-5092	81	15	%	%	NOUN
fis-5092	81	16	)	)	PUNCT
fis-5092	81	17	cement	cement	NOUN
fis-5092	81	18	(	(	PUNCT
fis-5092	81	19	kg/	kg/	NOUN
fis-5092	81	20	m	m	PROPN
fis-5092	81	21	3	3	NUM
fis-5092	81	22	)	)	PUNCT
fis-5092	81	23	350	350	NUM
fis-5092	81	24	350	350	NUM
fis-5092	81	25	350	350	NUM
fis-5092	81	26	coarse	coarse	NOUN
fis-5092	81	27	aggregate	aggregate	NOUN
fis-5092	81	28	(	(	PUNCT
fis-5092	81	29	kg/	kg/	NOUN
fis-5092	81	30	m	m	PROPN
fis-5092	81	31	3	3	NUM
fis-5092	81	32	)	)	PUNCT
fis-5092	81	33	1129	1129	NUM
fis-5092	81	34	1129	1129	NUM
fis-5092	81	35	1129	1129	NUM
fis-5092	81	36	fine	fine	ADV
fis-5092	81	37	aggregate	aggregate	NOUN
fis-5092	81	38	(	(	PUNCT
fis-5092	81	39	kg/	kg/	NOUN
fis-5092	81	40	m	m	PROPN
fis-5092	81	41	3	3	NUM
fis-5092	81	42	)	)	PUNCT
fis-5092	81	43	752	752	NUM
fis-5092	81	44	724	724	NUM
fis-5092	81	45	710	710	NUM
fis-5092	81	46	w	w	NOUN
fis-5092	81	47	/	/	SYM
fis-5092	81	48	c	c	NOUN
fis-5092	81	49	0.5	0.5	NUM
fis-5092	81	50	0.5	0.5	NUM
fis-5092	81	51	0.5	0.5	NUM
fis-5092	81	52	crumb	crumb	NOUN
fis-5092	81	53	rubber	rubber	NOUN
fis-5092	81	54	(	(	PUNCT
fis-5092	81	55	kg/	kg/	NOUN
fis-5092	81	56	m	m	PROPN
fis-5092	81	57	3	3	NUM
fis-5092	81	58	)	)	PUNCT
fis-5092	81	59	-28	-28	PROPN
fis-5092	81	60	42	42	NUM
fis-5092	81	61	table	table	NOUN
fis-5092	81	62	2	2	NUM
fis-5092	81	63	:	:	PUNCT
fis-5092	81	64	concrete	concrete	ADJ
fis-5092	81	65	mix	mix	NOUN
fis-5092	81	66	proportions	proportion	NOUN
fis-5092	81	67	.	.	PUNCT
fis-5092	82	1	h.	h.	PROPN
fis-5092	82	2	a.	a.	PROPN
fis-5092	82	3	mohamed	mohamed	PROPN
fis-5092	82	4	et	et	PROPN
fis-5092	82	5	alii	alii	PROPN
fis-5092	82	6	,	,	PUNCT
fis-5092	82	7	frattura	frattura	PROPN
fis-5092	82	8	ed	ed	PROPN
fis-5092	82	9	integrità	integrità	PROPN
fis-5092	82	10	strutturale	strutturale	PROPN
fis-5092	82	11	,	,	PUNCT
fis-5092	82	12	70	70	NUM
fis-5092	82	13	(	(	PUNCT
fis-5092	82	14	2024	2024	NUM
fis-5092	82	15	)	)	PUNCT
fis-5092	82	16	286	286	NUM
fis-5092	82	17	-	-	SYM
fis-5092	82	18	309	309	NUM
fis-5092	82	19	;	;	PUNCT
fis-5092	82	20	doi	doi	NOUN
fis-5092	82	21	:	:	PUNCT
fis-5092	82	22	10.3221	10.3221	NUM
fis-5092	82	23	/	/	SYM
fis-5092	82	24	igf	igf	PROPN
fis-5092	82	25	-	-	ADJ
fis-5092	82	26	esis.70.17	esis.70.17	ADJ
fis-5092	82	27	290	290	NUM
fis-5092	82	28	aparticles	aparticle	NOUN
fis-5092	82	29	(	(	PUNCT
fis-5092	82	30	0.6	0.6	NUM
fis-5092	82	31	–	–	PUNCT
fis-5092	82	32	1.8	1.8	NUM
fis-5092	82	33	mm	mm	NOUN
fis-5092	82	34	)	)	PUNCT
fis-5092	82	35	bparticle	bparticle	NOUN
fis-5092	82	36	(	(	PUNCT
fis-5092	82	37	1.8	1.8	NUM
fis-5092	82	38	6	6	NUM
fis-5092	82	39	mm	mm	NOUN
fis-5092	82	40	)	)	PUNCT
fis-5092	82	41	figure	figure	NOUN
fis-5092	82	42	2	2	NUM
fis-5092	82	43	:	:	PUNCT
fis-5092	82	44	particles	particle	NOUN
fis-5092	82	45	crump	crump	NOUN
fis-5092	82	46	rubber	rubber	NOUN
fis-5092	82	47	.	.	PUNCT
fis-5092	83	1	figure	figure	VERB
fis-5092	83	2	3	3	NUM
fis-5092	83	3	:	:	PUNCT
fis-5092	83	4	sieve	sieve	VERB
fis-5092	83	5	analysis	analysis	NOUN
fis-5092	83	6	results	result	NOUN
fis-5092	83	7	.	.	PUNCT
fis-5092	84	1	instrumentation	instrumentation	NOUN
fis-5092	84	2	and	and	CCONJ
fis-5092	84	3	test	test	NOUN
fis-5092	84	4	setup	setup	NOUN
fis-5092	84	5	the	the	DET
fis-5092	84	6	columns	column	NOUN
fis-5092	84	7	were	be	AUX
fis-5092	84	8	subjected	subject	VERB
fis-5092	84	9	to	to	ADP
fis-5092	84	10	an	an	DET
fis-5092	84	11	axial	axial	ADJ
fis-5092	84	12	compression	compression	NOUN
fis-5092	84	13	force	force	NOUN
fis-5092	84	14	throughout	throughout	ADP
fis-5092	84	15	the	the	DET
fis-5092	84	16	test	test	NOUN
fis-5092	84	17	.	.	PUNCT
fis-5092	85	1	a	a	DET
fis-5092	85	2	2800	2800	NUM
fis-5092	85	3	kn	kn	PROPN
fis-5092	85	4	capacity	capacity	NOUN
fis-5092	85	5	testing	testing	NOUN
fis-5092	85	6	machine	machine	NOUN
fis-5092	85	7	was	be	AUX
fis-5092	85	8	used	use	VERB
fis-5092	85	9	to	to	PART
fis-5092	85	10	inspect	inspect	VERB
fis-5092	85	11	every	every	DET
fis-5092	85	12	column	column	NOUN
fis-5092	85	13	.	.	PUNCT
fis-5092	86	1	for	for	ADP
fis-5092	86	2	every	every	DET
fis-5092	86	3	column	column	NOUN
fis-5092	86	4	,	,	PUNCT
fis-5092	86	5	an	an	DET
fis-5092	86	6	axial	axial	ADJ
fis-5092	86	7	load	load	NOUN
fis-5092	86	8	was	be	AUX
fis-5092	86	9	applied	apply	VERB
fis-5092	86	10	until	until	SCONJ
fis-5092	86	11	it	it	PRON
fis-5092	86	12	failed	fail	VERB
fis-5092	86	13	.	.	PUNCT
fis-5092	87	1	to	to	PART
fis-5092	87	2	spread	spread	VERB
fis-5092	87	3	the	the	DET
fis-5092	87	4	axial	axial	ADJ
fis-5092	87	5	load	load	NOUN
fis-5092	87	6	,	,	PUNCT
fis-5092	87	7	a	a	DET
fis-5092	87	8	stiff	stiff	ADJ
fis-5092	87	9	steel	steel	NOUN
fis-5092	87	10	plate	plate	NOUN
fis-5092	87	11	was	be	AUX
fis-5092	87	12	positioned	position	VERB
fis-5092	87	13	at	at	ADP
fis-5092	87	14	the	the	DET
fis-5092	87	15	top	top	NOUN
fis-5092	87	16	and	and	CCONJ
fis-5092	87	17	bottom	bottom	NOUN
fis-5092	87	18	of	of	ADP
fis-5092	87	19	every	every	DET
fis-5092	87	20	column	column	NOUN
fis-5092	87	21	specimen	speciman	NOUN
fis-5092	87	22	.	.	PUNCT
fis-5092	88	1	two	two	NUM
fis-5092	88	2	linearly	linearly	ADV
fis-5092	88	3	variable	variable	ADJ
fis-5092	88	4	transformers	transformer	NOUN
fis-5092	88	5	(	(	PUNCT
fis-5092	88	6	lvdts	lvdts	PROPN
fis-5092	88	7	)	)	PUNCT
fis-5092	88	8	were	be	AUX
fis-5092	88	9	used	use	VERB
fis-5092	88	10	to	to	PART
fis-5092	88	11	calculate	calculate	VERB
fis-5092	88	12	the	the	DET
fis-5092	88	13	vertical	vertical	ADJ
fis-5092	88	14	displacement	displacement	NOUN
fis-5092	88	15	,	,	PUNCT
fis-5092	88	16	as	as	SCONJ
fis-5092	88	17	shown	show	VERB
fis-5092	88	18	in	in	ADP
fis-5092	88	19	fig	fig	NOUN
fis-5092	88	20	.	.	PUNCT
fis-5092	89	1	4	4	X
fis-5092	89	2	.	.	X
fis-5092	89	3	at	at	ADP
fis-5092	89	4	the	the	DET
fis-5092	89	5	end	end	NOUN
fis-5092	89	6	of	of	ADP
fis-5092	89	7	loading	loading	NOUN
fis-5092	89	8	,	,	PUNCT
fis-5092	89	9	a	a	DET
fis-5092	89	10	calibrated	calibrate	VERB
fis-5092	89	11	load	load	NOUN
fis-5092	89	12	cell	cell	NOUN
fis-5092	89	13	was	be	AUX
fis-5092	89	14	used	use	VERB
fis-5092	89	15	for	for	ADP
fis-5092	89	16	an	an	DET
fis-5092	89	17	instant	instant	ADJ
fis-5092	89	18	measurement	measurement	NOUN
fis-5092	89	19	of	of	ADP
fis-5092	89	20	the	the	DET
fis-5092	89	21	axial	axial	ADJ
fis-5092	89	22	force	force	NOUN
fis-5092	89	23	.	.	PUNCT
fis-5092	90	1	using	use	VERB
fis-5092	90	2	a	a	DET
fis-5092	90	3	data	data	NOUN
fis-5092	90	4	logger	logger	NOUN
fis-5092	90	5	,	,	PUNCT
fis-5092	90	6	the	the	DET
fis-5092	90	7	displacement	displacement	ADJ
fis-5092	90	8	readings	reading	NOUN
fis-5092	90	9	and	and	CCONJ
fis-5092	90	10	loads	load	NOUN
fis-5092	90	11	were	be	AUX
fis-5092	90	12	recorded	record	VERB
fis-5092	90	13	.	.	PUNCT
fis-5092	91	1	also	also	ADV
fis-5092	91	2	,	,	PUNCT
fis-5092	91	3	the	the	DET
fis-5092	91	4	strain	strain	NOUN
fis-5092	91	5	in	in	ADP
fis-5092	91	6	concrete	concrete	NOUN
fis-5092	91	7	and	and	CCONJ
fis-5092	91	8	steel	steel	NOUN
fis-5092	91	9	was	be	AUX
fis-5092	91	10	measured	measure	VERB
fis-5092	91	11	by	by	ADP
fis-5092	91	12	concrete	concrete	ADJ
fis-5092	91	13	strain	strain	NOUN
fis-5092	91	14	and	and	CCONJ
fis-5092	91	15	steel	steel	NOUN
fis-5092	91	16	strain	strain	NOUN
fis-5092	91	17	gauges	gauge	NOUN
fis-5092	91	18	,	,	PUNCT
fis-5092	91	19	respectively	respectively	ADV
fis-5092	91	20	.	.	PUNCT
fis-5092	92	1	a	a	DET
fis-5092	92	2	load	load	NOUN
fis-5092	92	3	increment	increment	NOUN
fis-5092	92	4	equal	equal	ADJ
fis-5092	92	5	to	to	ADP
fis-5092	92	6	0.1	0.1	NUM
fis-5092	92	7	of	of	ADP
fis-5092	92	8	the	the	DET
fis-5092	92	9	expected	expect	VERB
fis-5092	92	10	ultimate	ultimate	ADJ
fis-5092	92	11	load	load	NOUN
fis-5092	92	12	was	be	AUX
fis-5092	92	13	applied	apply	VERB
fis-5092	92	14	up	up	ADP
fis-5092	92	15	to	to	ADP
fis-5092	92	16	failure	failure	NOUN
fis-5092	92	17	.	.	PUNCT
fis-5092	93	1	as	as	SCONJ
fis-5092	93	2	shown	show	VERB
fis-5092	93	3	in	in	ADP
fis-5092	93	4	fig	fig	NOUN
fis-5092	93	5	.	.	PUNCT
fis-5092	94	1	4	4	NUM
fis-5092	94	2	,	,	PUNCT
fis-5092	94	3	hinge	hinge	NOUN
fis-5092	94	4	support	support	NOUN
fis-5092	94	5	along	along	ADP
fis-5092	94	6	the	the	DET
fis-5092	94	7	x	x	NOUN
fis-5092	94	8	-	-	ADJ
fis-5092	94	9	axis	axis	NOUN
fis-5092	94	10	was	be	AUX
fis-5092	94	11	supplied	supply	VERB
fis-5092	94	12	at	at	ADP
fis-5092	94	13	both	both	DET
fis-5092	94	14	ends	end	NOUN
fis-5092	94	15	of	of	ADP
fis-5092	94	16	the	the	DET
fis-5092	94	17	columns	column	NOUN
fis-5092	94	18	.	.	PUNCT
fis-5092	95	1	h.	h.	PROPN
fis-5092	95	2	a.	a.	PROPN
fis-5092	95	3	mohamed	mohamed	PROPN
fis-5092	95	4	et	et	PROPN
fis-5092	95	5	alii	alii	PROPN
fis-5092	95	6	,	,	PUNCT
fis-5092	95	7	frattura	frattura	PROPN
fis-5092	95	8	ed	ed	PROPN
fis-5092	95	9	integrità	integrità	PROPN
fis-5092	95	10	strutturale	strutturale	PROPN
fis-5092	95	11	,	,	PUNCT
fis-5092	95	12	70	70	NUM
fis-5092	95	13	(	(	PUNCT
fis-5092	95	14	2024	2024	NUM
fis-5092	95	15	)	)	PUNCT
fis-5092	95	16	286	286	NUM
fis-5092	95	17	-	-	SYM
fis-5092	95	18	309	309	NUM
fis-5092	95	19	;	;	PUNCT
fis-5092	95	20	doi	doi	NOUN
fis-5092	95	21	:	:	PUNCT
fis-5092	95	22	10.3221	10.3221	NUM
fis-5092	95	23	/	/	SYM
fis-5092	95	24	igf	igf	PROPN
fis-5092	95	25	-	-	ADJ
fis-5092	95	26	esis.70.17	esis.70.17	ADJ
fis-5092	95	27	291	291	NUM
fis-5092	95	28	figure	figure	NOUN
fis-5092	95	29	4	4	NUM
fis-5092	95	30	:	:	PUNCT
fis-5092	95	31	test	test	NOUN
fis-5092	95	32	apparatus	apparatus	NOUN
fis-5092	95	33	and	and	CCONJ
fis-5092	95	34	setup	setup	NOUN
fis-5092	95	35	.	.	PUNCT
fis-5092	96	1	test	test	NOUN
fis-5092	96	2	results	result	NOUN
fis-5092	96	3	and	and	CCONJ
fis-5092	96	4	discussion	discussion	NOUN
fis-5092	96	5	concrete	concrete	NOUN
fis-5092	96	6	's	's	PART
fis-5092	96	7	mechanical	mechanical	ADJ
fis-5092	96	8	characteristics	characteristic	NOUN
fis-5092	96	9	ig	ig	PROPN
fis-5092	96	10	.	.	PROPN
fis-5092	96	11	5	5	NUM
fis-5092	96	12	illustrates	illustrate	VERB
fis-5092	96	13	the	the	DET
fis-5092	96	14	effects	effect	NOUN
fis-5092	96	15	of	of	ADP
fis-5092	96	16	cr	cr	NOUN
fis-5092	96	17	on	on	ADP
fis-5092	96	18	the	the	DET
fis-5092	96	19	compressive	compressive	ADJ
fis-5092	96	20	strength	strength	NOUN
fis-5092	96	21	(	(	PUNCT
fis-5092	96	22	fcu	fcu	PROPN
fis-5092	96	23	)	)	PUNCT
fis-5092	96	24	of	of	ADP
fis-5092	96	25	concrete	concrete	NOUN
fis-5092	96	26	.	.	PUNCT
fis-5092	97	1	when	when	SCONJ
fis-5092	97	2	10	10	NUM
fis-5092	97	3	%	%	NOUN
fis-5092	97	4	cr	cr	NOUN
fis-5092	97	5	added	add	VERB
fis-5092	97	6	to	to	ADP
fis-5092	97	7	the	the	DET
fis-5092	97	8	fine	fine	ADJ
fis-5092	97	9	aggregate	aggregate	NOUN
fis-5092	97	10	,	,	PUNCT
fis-5092	97	11	the	the	DET
fis-5092	97	12	fcu	fcu	PROPN
fis-5092	97	13	value	value	NOUN
fis-5092	97	14	dropped	drop	VERB
fis-5092	97	15	from	from	ADP
fis-5092	97	16	30	30	NUM
fis-5092	97	17	mpa	mpa	NOUN
fis-5092	97	18	to	to	ADP
fis-5092	97	19	24.5	24.5	NUM
fis-5092	97	20	mpa	mpa	NOUN
fis-5092	97	21	by	by	ADP
fis-5092	97	22	18.33	18.33	NUM
fis-5092	97	23	%	%	NOUN
fis-5092	97	24	when	when	SCONJ
fis-5092	97	25	compared	compare	VERB
fis-5092	97	26	to	to	ADP
fis-5092	97	27	the	the	DET
fis-5092	97	28	specimens	specimen	NOUN
fis-5092	97	29	without	without	ADP
fis-5092	97	30	cr	cr	PROPN
fis-5092	97	31	.	.	PUNCT
fis-5092	98	1	furthermore	furthermore	ADV
fis-5092	98	2	,	,	PUNCT
fis-5092	98	3	the	the	DET
fis-5092	98	4	value	value	NOUN
fis-5092	98	5	of	of	ADP
fis-5092	98	6	fcu	fcu	PROPN
fis-5092	98	7	dropped	drop	VERB
fis-5092	98	8	by	by	ADP
fis-5092	98	9	26.5	26.5	NUM
fis-5092	98	10	%	%	NOUN
fis-5092	98	11	when	when	SCONJ
fis-5092	98	12	contrasted	contrast	VERB
fis-5092	98	13	with	with	ADP
fis-5092	98	14	concrete	concrete	ADJ
fis-5092	98	15	devoid	devoid	ADJ
fis-5092	98	16	of	of	ADP
fis-5092	98	17	crumb	crumb	NOUN
fis-5092	98	18	rubber	rubber	NOUN
fis-5092	98	19	when	when	SCONJ
fis-5092	98	20	the	the	DET
fis-5092	98	21	proportion	proportion	NOUN
fis-5092	98	22	of	of	ADP
fis-5092	98	23	cr	cr	NOUN
fis-5092	98	24	was	be	AUX
fis-5092	98	25	rised	rise	VERB
fis-5092	98	26	to	to	ADP
fis-5092	98	27	15	15	NUM
fis-5092	98	28	%	%	NOUN
fis-5092	98	29	of	of	ADP
fis-5092	98	30	fine	fine	ADJ
fis-5092	98	31	aggregate	aggregate	NOUN
fis-5092	98	32	.	.	PUNCT
fis-5092	99	1	the	the	DET
fis-5092	99	2	noticed	noticed	ADJ
fis-5092	99	3	decrease	decrease	NOUN
fis-5092	99	4	in	in	ADP
fis-5092	99	5	fcu	fcu	PROPN
fis-5092	99	6	may	may	AUX
fis-5092	99	7	be	be	AUX
fis-5092	99	8	due	due	ADJ
fis-5092	99	9	to	to	ADP
fis-5092	99	10	cr	cr	NOUN
fis-5092	99	11	's	's	PART
fis-5092	99	12	very	very	ADV
fis-5092	99	13	poor	poor	ADJ
fis-5092	99	14	strength	strength	NOUN
fis-5092	99	15	and	and	CCONJ
fis-5092	99	16	stiffness	stiffness	NOUN
fis-5092	99	17	.	.	PUNCT
fis-5092	100	1	in	in	ADP
fis-5092	100	2	addition	addition	NOUN
fis-5092	100	3	,	,	PUNCT
fis-5092	100	4	raising	raise	VERB
fis-5092	100	5	the	the	DET
fis-5092	100	6	cr	cr	NOUN
fis-5092	100	7	with	with	ADP
fis-5092	100	8	tiny	tiny	ADJ
fis-5092	100	9	particles	particle	NOUN
fis-5092	100	10	might	might	AUX
fis-5092	100	11	cause	cause	VERB
fis-5092	100	12	voids	voids	NOUN
fis-5092	100	13	in	in	ADP
fis-5092	100	14	concrete	concrete	NOUN
fis-5092	100	15	.	.	PUNCT
fis-5092	101	1	also	also	ADV
fis-5092	101	2	,	,	PUNCT
fis-5092	101	3	it	it	PRON
fis-5092	101	4	was	be	AUX
fis-5092	101	5	found	find	VERB
fis-5092	101	6	that	that	SCONJ
fis-5092	101	7	when	when	SCONJ
fis-5092	101	8	fine	fine	ADJ
fis-5092	101	9	aggregate	aggregate	NOUN
fis-5092	101	10	was	be	AUX
fis-5092	101	11	added	add	VERB
fis-5092	101	12	at	at	ADP
fis-5092	101	13	10	10	NUM
fis-5092	101	14	%	%	NOUN
fis-5092	101	15	and	and	CCONJ
fis-5092	101	16	15	15	NUM
fis-5092	101	17	%	%	NOUN
fis-5092	101	18	,	,	PUNCT
fis-5092	101	19	the	the	DET
fis-5092	101	20	tensile	tensile	NOUN
fis-5092	101	21	strength	strength	NOUN
fis-5092	101	22	(	(	PUNCT
fis-5092	101	23	ftu	ftu	NOUN
fis-5092	101	24	)	)	PUNCT
fis-5092	101	25	of	of	ADP
fis-5092	101	26	the	the	DET
fis-5092	101	27	concrete	concrete	ADJ
fis-5092	101	28	specimens	specimen	NOUN
fis-5092	101	29	dropped	drop	VERB
fis-5092	101	30	.	.	PUNCT
fis-5092	102	1	in	in	ADP
fis-5092	102	2	a	a	DET
fis-5092	102	3	comparison	comparison	NOUN
fis-5092	102	4	between	between	ADP
fis-5092	102	5	concrete	concrete	ADJ
fis-5092	102	6	specimens	specimen	NOUN
fis-5092	102	7	without	without	ADP
fis-5092	102	8	cr	cr	NOUN
fis-5092	102	9	and	and	CCONJ
fis-5092	102	10	specimens	specimen	NOUN
fis-5092	102	11	cast	cast	VERB
fis-5092	102	12	with	with	ADP
fis-5092	102	13	a	a	DET
fis-5092	102	14	10	10	NUM
fis-5092	102	15	%	%	NOUN
fis-5092	102	16	replacement	replacement	NOUN
fis-5092	102	17	ratio	ratio	NOUN
fis-5092	102	18	of	of	ADP
fis-5092	102	19	cr	cr	PROPN
fis-5092	102	20	,	,	PUNCT
fis-5092	102	21	the	the	DET
fis-5092	102	22	tensile	tensile	NOUN
fis-5092	102	23	strength	strength	NOUN
fis-5092	102	24	(	(	PUNCT
fis-5092	102	25	ftu	ftu	NOUN
fis-5092	102	26	)	)	PUNCT
fis-5092	102	27	drop	drop	NOUN
fis-5092	102	28	was	be	AUX
fis-5092	102	29	18.5	18.5	NUM
fis-5092	102	30	%	%	NOUN
fis-5092	102	31	;	;	PUNCT
fis-5092	102	32	however	however	ADV
fis-5092	102	33	,	,	PUNCT
fis-5092	102	34	the	the	DET
fis-5092	102	35	decrease	decrease	NOUN
fis-5092	102	36	in	in	ADP
fis-5092	102	37	tensile	tensile	NOUN
fis-5092	102	38	strength	strength	NOUN
fis-5092	102	39	reached	reach	VERB
fis-5092	102	40	25.5	25.5	NUM
fis-5092	102	41	%	%	NOUN
fis-5092	102	42	when	when	SCONJ
fis-5092	102	43	the	the	PRON
fis-5092	102	44	when	when	SCONJ
fis-5092	102	45	the	the	DET
fis-5092	102	46	ratio	ratio	NOUN
fis-5092	102	47	of	of	ADP
fis-5092	102	48	cr	cr	PROPN
fis-5092	102	49	was	be	AUX
fis-5092	102	50	raised	raise	VERB
fis-5092	102	51	to	to	ADP
fis-5092	102	52	15	15	NUM
fis-5092	102	53	%	%	NOUN
fis-5092	102	54	.	.	PUNCT
fis-5092	103	1	this	this	PRON
fis-5092	103	2	indicated	indicate	VERB
fis-5092	103	3	that	that	SCONJ
fis-5092	103	4	the	the	DET
fis-5092	103	5	impact	impact	NOUN
fis-5092	103	6	of	of	ADP
fis-5092	103	7	fine	fine	ADJ
fis-5092	103	8	particles	particle	NOUN
fis-5092	103	9	acting	act	VERB
fis-5092	103	10	as	as	ADP
fis-5092	103	11	voids	voids	NOUN
fis-5092	103	12	may	may	AUX
fis-5092	103	13	be	be	AUX
fis-5092	103	14	mitigated	mitigate	VERB
fis-5092	103	15	by	by	ADP
fis-5092	103	16	the	the	DET
fis-5092	103	17	large	large	ADJ
fis-5092	103	18	rubber	rubber	NOUN
fis-5092	103	19	fibers	fiber	NOUN
fis-5092	103	20	in	in	ADP
fis-5092	103	21	concrete	concrete	NOUN
fis-5092	103	22	with	with	ADP
fis-5092	103	23	a	a	DET
fis-5092	103	24	cr	cr	NOUN
fis-5092	103	25	of	of	ADP
fis-5092	103	26	10	10	NUM
fis-5092	103	27	%	%	NOUN
fis-5092	103	28	,	,	PUNCT
fis-5092	103	29	but	but	CCONJ
fis-5092	103	30	that	that	SCONJ
fis-5092	103	31	the	the	DET
fis-5092	103	32	influence	influence	NOUN
fis-5092	103	33	could	could	AUX
fis-5092	103	34	increase	increase	VERB
fis-5092	103	35	in	in	ADP
fis-5092	103	36	concrete	concrete	NOUN
fis-5092	103	37	with	with	ADP
fis-5092	103	38	a	a	DET
fis-5092	103	39	cr	cr	NOUN
fis-5092	103	40	of	of	ADP
fis-5092	103	41	15	15	NUM
fis-5092	103	42	%	%	NOUN
fis-5092	103	43	due	due	ADP
fis-5092	103	44	to	to	ADP
fis-5092	103	45	fine	fine	ADJ
fis-5092	103	46	crumb	crumb	NOUN
fis-5092	103	47	rubber	rubber	NOUN
fis-5092	103	48	particles	particle	NOUN
fis-5092	103	49	serving	serve	VERB
fis-5092	103	50	as	as	ADP
fis-5092	103	51	voids	voids	NOUN
fis-5092	103	52	.	.	PUNCT
fis-5092	104	1	the	the	DET
fis-5092	104	2	modulus	modulus	NOUN
fis-5092	104	3	of	of	ADP
fis-5092	104	4	elasticity	elasticity	NOUN
fis-5092	104	5	,	,	PUNCT
fis-5092	104	6	tensile	tensile	NOUN
fis-5092	104	7	strength	strength	NOUN
fis-5092	104	8	,	,	PUNCT
fis-5092	104	9	and	and	CCONJ
fis-5092	104	10	compressive	compressive	ADJ
fis-5092	104	11	strength	strength	NOUN
fis-5092	104	12	reduced	reduce	VERB
fis-5092	104	13	when	when	SCONJ
fis-5092	104	14	the	the	DET
fis-5092	104	15	proportion	proportion	NOUN
fis-5092	104	16	of	of	ADP
fis-5092	104	17	cr	cr	PROPN
fis-5092	104	18	in	in	ADP
fis-5092	104	19	concrete	concrete	NOUN
fis-5092	104	20	increased	increase	VERB
fis-5092	104	21	,	,	PUNCT
fis-5092	104	22	according	accord	VERB
fis-5092	104	23	to	to	ADP
fis-5092	104	24	previous	previous	ADJ
fis-5092	104	25	studies	study	NOUN
fis-5092	104	26	[	[	X
fis-5092	104	27	16	16	NUM
fis-5092	104	28	]	]	PUNCT
fis-5092	104	29	.	.	PUNCT
fis-5092	105	1	load	load	NOUN
fis-5092	105	2	capacity	capacity	NOUN
fis-5092	105	3	the	the	DET
fis-5092	105	4	findings	finding	NOUN
fis-5092	105	5	of	of	ADP
fis-5092	105	6	the	the	DET
fis-5092	105	7	experiments	experiment	NOUN
fis-5092	105	8	of	of	ADP
fis-5092	105	9	the	the	DET
fis-5092	105	10	examined	examine	VERB
fis-5092	105	11	rc	rc	PROPN
fis-5092	105	12	columns	column	NOUN
fis-5092	105	13	are	be	AUX
fis-5092	105	14	shown	show	VERB
fis-5092	105	15	in	in	ADP
fis-5092	105	16	table	table	NOUN
fis-5092	105	17	3	3	NUM
fis-5092	105	18	.	.	PUNCT
fis-5092	106	1	the	the	DET
fis-5092	106	2	specimen	specimen	PROPN
fis-5092	106	3	code	code	NOUN
fis-5092	106	4	is	be	AUX
fis-5092	106	5	displayed	display	VERB
fis-5092	106	6	in	in	ADP
fis-5092	106	7	the	the	DET
fis-5092	106	8	first	first	ADJ
fis-5092	106	9	column	column	NOUN
fis-5092	106	10	,	,	PUNCT
fis-5092	106	11	followed	follow	VERB
fis-5092	106	12	by	by	ADP
fis-5092	106	13	the	the	DET
fis-5092	106	14	ultimate	ultimate	ADJ
fis-5092	106	15	load	load	NOUN
fis-5092	106	16	(	(	PUNCT
fis-5092	106	17	pu	pu	PROPN
fis-5092	106	18	)	)	PUNCT
fis-5092	106	19	and	and	CCONJ
fis-5092	106	20	the	the	DET
fis-5092	106	21	displacement	displacement	NOUN
fis-5092	106	22	at	at	ADP
fis-5092	106	23	yield	yield	NOUN
fis-5092	106	24	(	(	PUNCT
fis-5092	106	25	∆y	∆y	PROPN
fis-5092	106	26	)	)	PUNCT
fis-5092	106	27	and	and	CCONJ
fis-5092	106	28	ultimate	ultimate	ADJ
fis-5092	106	29	displacement	displacement	NOUN
fis-5092	106	30	(	(	PUNCT
fis-5092	106	31	δu	δu	NOUN
fis-5092	106	32	)	)	PUNCT
fis-5092	106	33	in	in	ADP
fis-5092	106	34	the	the	DET
fis-5092	106	35	second	second	ADJ
fis-5092	106	36	and	and	CCONJ
fis-5092	106	37	third	third	ADJ
fis-5092	106	38	columns	column	NOUN
fis-5092	106	39	.	.	PUNCT
fis-5092	107	1	the	the	DET
fis-5092	107	2	final	final	ADJ
fis-5092	107	3	column	column	NOUN
fis-5092	107	4	also	also	ADV
fis-5092	107	5	included	include	VERB
fis-5092	107	6	the	the	DET
fis-5092	107	7	ductility	ductility	NOUN
fis-5092	107	8	index	index	NOUN
fis-5092	107	9	(	(	PUNCT
fis-5092	107	10	di	di	NOUN
fis-5092	107	11	)	)	PUNCT
fis-5092	107	12	for	for	ADP
fis-5092	107	13	each	each	PRON
fis-5092	107	14	of	of	ADP
fis-5092	107	15	the	the	DET
fis-5092	107	16	columns	column	NOUN
fis-5092	107	17	.	.	PUNCT
fis-5092	108	1	after	after	ADP
fis-5092	108	2	adding	add	VERB
fis-5092	108	3	10	10	NUM
fis-5092	108	4	%	%	NOUN
fis-5092	108	5	and	and	CCONJ
fis-5092	108	6	15	15	NUM
fis-5092	108	7	%	%	NOUN
fis-5092	108	8	crumb	crumb	NOUN
fis-5092	108	9	rubber	rubber	NOUN
fis-5092	108	10	,	,	PUNCT
fis-5092	108	11	respectively	respectively	ADV
fis-5092	108	12	,	,	PUNCT
fis-5092	108	13	to	to	PART
fis-5092	108	14	rubberized	rubberize	VERB
fis-5092	108	15	reinforced	reinforce	VERB
fis-5092	108	16	concrete	concrete	ADJ
fis-5092	108	17	columns	column	NOUN
fis-5092	108	18	,	,	PUNCT
fis-5092	108	19	the	the	DET
fis-5092	108	20	ultimate	ultimate	ADJ
fis-5092	108	21	load	load	NOUN
fis-5092	108	22	for	for	ADP
fis-5092	108	23	circular	circular	ADJ
fis-5092	108	24	rc	rc	PROPN
fis-5092	108	25	column	column	NOUN
fis-5092	108	26	specimens	specimen	NOUN
fis-5092	108	27	measuring	measure	VERB
fis-5092	108	28	1500	1500	NUM
fis-5092	108	29	mm	mm	NOUN
fis-5092	108	30	in	in	ADP
fis-5092	108	31	height	height	NOUN
fis-5092	108	32	dropped	drop	VERB
fis-5092	108	33	from	from	ADP
fis-5092	108	34	1611	1611	NUM
fis-5092	108	35	kn	kn	NOUN
fis-5092	108	36	to	to	ADP
fis-5092	108	37	1370	1370	NUM
fis-5092	108	38	kn	kn	PROPN
fis-5092	108	39	and	and	CCONJ
fis-5092	108	40	1285	1285	NUM
fis-5092	108	41	kn	kn	NOUN
fis-5092	108	42	by	by	ADP
fis-5092	108	43	14.95	14.95	NUM
fis-5092	108	44	%	%	NOUN
fis-5092	108	45	and	and	CCONJ
fis-5092	108	46	20.24	20.24	NUM
fis-5092	108	47	%	%	NOUN
fis-5092	108	48	.	.	PUNCT
fis-5092	109	1	when	when	SCONJ
fis-5092	109	2	rubberized	rubberize	VERB
fis-5092	109	3	concrete	concrete	NOUN
fis-5092	109	4	was	be	AUX
fis-5092	109	5	used	use	VERB
fis-5092	109	6	as	as	ADP
fis-5092	109	7	a	a	DET
fis-5092	109	8	10	10	NUM
fis-5092	109	9	%	%	NOUN
fis-5092	109	10	and	and	CCONJ
fis-5092	109	11	15	15	NUM
fis-5092	109	12	%	%	NOUN
fis-5092	109	13	replacement	replacement	NOUN
fis-5092	109	14	for	for	ADP
fis-5092	109	15	fine	fine	ADJ
fis-5092	109	16	aggregate	aggregate	NOUN
fis-5092	109	17	,	,	PUNCT
fis-5092	109	18	respectively	respectively	ADV
fis-5092	109	19	,	,	PUNCT
fis-5092	109	20	the	the	DET
fis-5092	109	21	ultimate	ultimate	ADJ
fis-5092	109	22	load	load	NOUN
fis-5092	109	23	was	be	AUX
fis-5092	109	24	reduced	reduce	VERB
fis-5092	109	25	from	from	ADP
fis-5092	109	26	1600	1600	NUM
fis-5092	109	27	kn	kn	NOUN
fis-5092	109	28	to	to	ADP
fis-5092	109	29	1389	1389	NUM
fis-5092	109	30	kn	kn	PROPN
fis-5092	109	31	and	and	CCONJ
fis-5092	109	32	1280	1280	NUM
fis-5092	109	33	kn	kn	NOUN
fis-5092	109	34	by	by	ADP
fis-5092	109	35	13.19	13.19	NUM
fis-5092	109	36	%	%	NOUN
fis-5092	109	37	and	and	CCONJ
fis-5092	109	38	20	20	NUM
fis-5092	109	39	%	%	NOUN
fis-5092	109	40	at	at	ADP
fis-5092	109	41	the	the	DET
fis-5092	109	42	circular	circular	PROPN
fis-5092	109	43	cross	cross	PROPN
fis-5092	109	44	section	section	NOUN
fis-5092	109	45	with	with	ADP
fis-5092	109	46	a	a	DET
fis-5092	109	47	height	height	NOUN
fis-5092	109	48	of	of	ADP
fis-5092	109	49	1800	1800	NUM
fis-5092	109	50	mm	mm	NOUN
fis-5092	109	51	when	when	SCONJ
fis-5092	109	52	compared	compare	VERB
fis-5092	109	53	to	to	ADP
fis-5092	109	54	reinforced	reinforce	VERB
fis-5092	109	55	concrete	concrete	ADJ
fis-5092	109	56	columns	column	NOUN
fis-5092	109	57	without	without	ADP
fis-5092	109	58	crumb	crumb	NOUN
fis-5092	109	59	rubber	rubber	NOUN
fis-5092	109	60	.	.	PUNCT
fis-5092	110	1	f	f	PROPN
fis-5092	110	2	lvdt	lvdt	PROPN
fis-5092	110	3	concrete	concrete	ADJ
fis-5092	110	4	strain	strain	NOUN
fis-5092	110	5	gauge	gauge	NOUN
fis-5092	110	6	r	r	NOUN
fis-5092	110	7	0	0	NUM
fis-5092	110	8	%	%	NOUN
fis-5092	110	9	h	h	NOUN
fis-5092	110	10	1	1	NUM
fis-5092	110	11	.	.	PUNCT
fis-5092	111	1	5s	5s	NUM
fis-5092	111	2	lvdt	lvdt	NOUN
fis-5092	111	3	r	r	NOUN
fis-5092	111	4	0	0	NUM
fis-5092	111	5	%	%	NOUN
fis-5092	111	6	h	h	NOUN
fis-5092	111	7	1	1	NUM
fis-5092	111	8	.	.	X
fis-5092	112	1	8c	8c	NUM
fis-5092	112	2	steel	steel	NOUN
fis-5092	112	3	plate	plate	NOUN
fis-5092	112	4	r	r	NOUN
fis-5092	112	5	15	15	NUM
fis-5092	112	6	%	%	NOUN
fis-5092	112	7	h	h	NOUN
fis-5092	112	8	1	1	NUM
fis-5092	112	9	.	.	PUNCT
fis-5092	112	10	8s	8s	PROPN
fis-5092	112	11	steel	steel	NOUN
fis-5092	112	12	plate	plate	NOUN
fis-5092	112	13	h.	h.	PROPN
fis-5092	112	14	a.	a.	PROPN
fis-5092	112	15	mohamed	mohamed	PROPN
fis-5092	112	16	et	et	PROPN
fis-5092	112	17	alii	alii	PROPN
fis-5092	112	18	,	,	PUNCT
fis-5092	112	19	frattura	frattura	PROPN
fis-5092	112	20	ed	ed	PROPN
fis-5092	112	21	integrità	integrità	PROPN
fis-5092	112	22	strutturale	strutturale	PROPN
fis-5092	112	23	,	,	PUNCT
fis-5092	112	24	70	70	NUM
fis-5092	112	25	(	(	PUNCT
fis-5092	112	26	2024	2024	NUM
fis-5092	112	27	)	)	PUNCT
fis-5092	112	28	286	286	NUM
fis-5092	112	29	-	-	SYM
fis-5092	112	30	309	309	NUM
fis-5092	112	31	;	;	PUNCT
fis-5092	112	32	doi	doi	NOUN
fis-5092	112	33	:	:	PUNCT
fis-5092	112	34	10.3221	10.3221	NUM
fis-5092	112	35	/	/	SYM
fis-5092	112	36	igf	igf	PROPN
fis-5092	112	37	-	-	ADJ
fis-5092	112	38	esis.70.17	esis.70.17	ADJ
fis-5092	112	39	292	292	NUM
fis-5092	112	40	fig	fig	NOUN
fis-5092	112	41	.	.	PUNCT
fis-5092	113	1	(	(	PUNCT
fis-5092	113	2	6	6	NUM
fis-5092	113	3	)	)	PUNCT
fis-5092	113	4	c	c	NOUN
fis-5092	113	5	illustrates	illustrate	VERB
fis-5092	113	6	that	that	SCONJ
fis-5092	113	7	the	the	DET
fis-5092	113	8	ultimate	ultimate	ADJ
fis-5092	113	9	load	load	NOUN
fis-5092	113	10	for	for	ADP
fis-5092	113	11	square	square	ADJ
fis-5092	113	12	cross	cross	ADJ
fis-5092	113	13	-	-	ADJ
fis-5092	113	14	section	section	ADJ
fis-5092	113	15	column	column	NOUN
fis-5092	113	16	specimens	specimen	VERB
fis-5092	113	17	with	with	ADP
fis-5092	113	18	a	a	DET
fis-5092	113	19	height	height	NOUN
fis-5092	113	20	of	of	ADP
fis-5092	113	21	1500	1500	NUM
fis-5092	113	22	mm	mm	NOUN
fis-5092	113	23	dropped	drop	VERB
fis-5092	113	24	from	from	ADP
fis-5092	113	25	1880kn	1880kn	PROPN
fis-5092	113	26	to	to	ADP
fis-5092	113	27	1639kn	1639kn	PROPN
fis-5092	113	28	and	and	CCONJ
fis-5092	113	29	1477kn	1477kn	PROPN
fis-5092	113	30	for	for	ADP
fis-5092	113	31	rubberized	rubberize	VERB
fis-5092	113	32	reinforced	reinforce	VERB
fis-5092	113	33	concrete	concrete	ADJ
fis-5092	113	34	columns	column	NOUN
fis-5092	113	35	with	with	ADP
fis-5092	113	36	10	10	NUM
fis-5092	113	37	%	%	NOUN
fis-5092	113	38	and	and	CCONJ
fis-5092	113	39	15	15	NUM
fis-5092	113	40	%	%	NOUN
fis-5092	113	41	crumb	crumb	NOUN
fis-5092	113	42	rubber	rubber	NOUN
fis-5092	113	43	,	,	PUNCT
fis-5092	113	44	respectively	respectively	ADV
fis-5092	113	45	,	,	PUNCT
fis-5092	113	46	by	by	ADP
fis-5092	113	47	12.82	12.82	NUM
fis-5092	113	48	%	%	NOUN
fis-5092	113	49	and	and	CCONJ
fis-5092	113	50	21.44	21.44	NUM
fis-5092	113	51	%	%	NOUN
fis-5092	113	52	.	.	PUNCT
fis-5092	114	1	in	in	ADP
fis-5092	114	2	comparison	comparison	NOUN
fis-5092	114	3	to	to	ADP
fis-5092	114	4	reinforced	reinforce	VERB
fis-5092	114	5	concrete	concrete	ADJ
fis-5092	114	6	columns	column	NOUN
fis-5092	114	7	without	without	ADP
fis-5092	114	8	crumb	crumb	NOUN
fis-5092	114	9	rubber	rubber	NOUN
fis-5092	114	10	(	(	PUNCT
fis-5092	114	11	case	case	NOUN
fis-5092	114	12	of	of	ADP
fis-5092	114	13	square	square	ADJ
fis-5092	114	14	column	column	NOUN
fis-5092	114	15	with	with	ADP
fis-5092	114	16	1800	1800	NUM
fis-5092	114	17	mm	mm	NOUN
fis-5092	114	18	)	)	PUNCT
fis-5092	114	19	,	,	PUNCT
fis-5092	114	20	the	the	DET
fis-5092	114	21	ultimate	ultimate	ADJ
fis-5092	114	22	load	load	NOUN
fis-5092	114	23	was	be	AUX
fis-5092	114	24	decreased	decrease	VERB
fis-5092	114	25	from	from	ADP
fis-5092	114	26	1850	1850	NUM
fis-5092	114	27	kn	kn	PROPN
fis-5092	114	28	to	to	ADP
fis-5092	114	29	1575	1575	NUM
fis-5092	114	30	kn	kn	PROPN
fis-5092	114	31	and	and	CCONJ
fis-5092	114	32	to	to	ADP
fis-5092	114	33	1450	1450	NUM
fis-5092	114	34	kn	kn	NOUN
fis-5092	114	35	by	by	ADP
fis-5092	114	36	14.86	14.86	NUM
fis-5092	114	37	%	%	NOUN
fis-5092	114	38	and	and	CCONJ
fis-5092	114	39	21.62	21.62	NUM
fis-5092	114	40	%	%	NOUN
fis-5092	114	41	when	when	SCONJ
fis-5092	114	42	replacing	replace	VERB
fis-5092	114	43	fine	fine	ADJ
fis-5092	114	44	aggregate	aggregate	NOUN
fis-5092	114	45	by	by	ADP
fis-5092	114	46	10	10	NUM
fis-5092	114	47	%	%	NOUN
fis-5092	114	48	and	and	CCONJ
fis-5092	114	49	15	15	NUM
fis-5092	114	50	%	%	NOUN
fis-5092	114	51	,	,	PUNCT
fis-5092	114	52	respectively	respectively	ADV
fis-5092	114	53	,	,	PUNCT
fis-5092	114	54	with	with	ADP
fis-5092	114	55	cr	cr	PROPN
fis-5092	114	56	.	.	PUNCT
fis-5092	115	1	this	this	PRON
fis-5092	115	2	was	be	AUX
fis-5092	115	3	due	due	ADJ
fis-5092	115	4	to	to	ADP
fis-5092	115	5	the	the	DET
fis-5092	115	6	inadequate	inadequate	ADJ
fis-5092	115	7	bonding	bonding	NOUN
fis-5092	115	8	of	of	ADP
fis-5092	115	9	the	the	DET
fis-5092	115	10	rubber	rubber	NOUN
fis-5092	115	11	and	and	CCONJ
fis-5092	115	12	the	the	DET
fis-5092	115	13	cement	cement	NOUN
fis-5092	115	14	as	as	ADV
fis-5092	115	15	well	well	ADV
fis-5092	115	16	as	as	ADP
fis-5092	115	17	the	the	DET
fis-5092	115	18	partial	partial	ADJ
fis-5092	115	19	replacement	replacement	NOUN
fis-5092	115	20	of	of	ADP
fis-5092	115	21	crumb	crumb	NOUN
fis-5092	115	22	rubber	rubber	NOUN
fis-5092	115	23	for	for	ADP
fis-5092	115	24	the	the	DET
fis-5092	115	25	aggregates[17	aggregates[17	PROPN
fis-5092	115	26	]	]	PUNCT
fis-5092	115	27	.	.	PUNCT
fis-5092	116	1	fig	fig	NOUN
fis-5092	116	2	.	.	PUNCT
fis-5092	117	1	6	6	NUM
fis-5092	117	2	shows	show	VERB
fis-5092	117	3	the	the	DET
fis-5092	117	4	relationship	relationship	NOUN
fis-5092	117	5	between	between	ADP
fis-5092	117	6	displacement	displacement	ADJ
fis-5092	117	7	values	value	NOUN
fis-5092	117	8	and	and	CCONJ
fis-5092	117	9	experimentally	experimentally	ADV
fis-5092	117	10	measured	measure	VERB
fis-5092	117	11	loads	load	NOUN
fis-5092	117	12	.	.	PUNCT
fis-5092	118	1	acompressive	acompressive	ADJ
fis-5092	118	2	strength	strength	NOUN
fis-5092	118	3	btensile	btensile	NOUN
fis-5092	118	4	strength	strength	NOUN
fis-5092	118	5	figure	figure	VERB
fis-5092	118	6	5	5	NUM
fis-5092	118	7	:	:	PUNCT
fis-5092	118	8	effects	effect	NOUN
fis-5092	118	9	of	of	ADP
fis-5092	118	10	cr	cr	NOUN
fis-5092	118	11	on	on	ADP
fis-5092	118	12	the	the	DET
fis-5092	118	13	characteristics	characteristic	NOUN
fis-5092	118	14	of	of	ADP
fis-5092	118	15	concrete	concrete	ADJ
fis-5092	118	16	.	.	PUNCT
fis-5092	119	1	table	table	NOUN
fis-5092	119	2	3	3	NUM
fis-5092	119	3	:	:	PUNCT
fis-5092	119	4	experimental	experimental	ADJ
fis-5092	119	5	results	result	NOUN
fis-5092	119	6	of	of	ADP
fis-5092	119	7	specimens	specimen	NOUN
fis-5092	119	8	specimen	speciman	NOUN
fis-5092	119	9	code	code	VERB
fis-5092	119	10	up	up	ADP
fis-5092	119	11	(	(	PUNCT
fis-5092	119	12	kn	kn	NOUN
fis-5092	119	13	)	)	PUNCT
fis-5092	119	14	∆y	∆y	PROPN
fis-5092	119	15	(	(	PUNCT
fis-5092	119	16	mm	mm	NOUN
fis-5092	119	17	)	)	PUNCT
fis-5092	119	18	δu	δu	X
fis-5092	119	19	(	(	PUNCT
fis-5092	119	20	mm	mm	INTJ
fis-5092	119	21	)	)	PUNCT
fis-5092	119	22	di	di	NOUN
fis-5092	119	23	r0%h1.5c	r0%h1.5c	PROPN
fis-5092	119	24	1611	1611	NUM
fis-5092	119	25	3.37	3.37	NUM
fis-5092	119	26	6.45	6.45	NUM
fis-5092	119	27	1.91	1.91	NUM
fis-5092	119	28	r10%h1.5c	r10%h1.5c	NOUN
fis-5092	119	29	1370	1370	NUM
fis-5092	119	30	3.6	3.6	NUM
fis-5092	119	31	6.65	6.65	NUM
fis-5092	119	32	1.84	1.84	NUM
fis-5092	119	33	r15%h1.5c	r15%h1.5c	NOUN
fis-5092	119	34	1285	1285	NUM
fis-5092	119	35	3.69	3.69	NUM
fis-5092	119	36	6.54	6.54	NUM
fis-5092	119	37	1.77	1.77	NUM
fis-5092	119	38	r0%h1.8c	r0%h1.8c	X
fis-5092	119	39	1600	1600	NUM
fis-5092	119	40	3.9	3.9	NUM
fis-5092	119	41	5.95	5.95	NUM
fis-5092	119	42	1.53	1.53	NUM
fis-5092	119	43	r10%h1.8c	r10%h1.8c	VERB
fis-5092	119	44	1389	1389	NUM
fis-5092	119	45	4	4	NUM
fis-5092	119	46	5.85	5.85	NUM
fis-5092	119	47	1.46	1.46	NUM
fis-5092	119	48	r15%h1.8c	r15%h1.8c	NOUN
fis-5092	119	49	1280	1280	NUM
fis-5092	119	50	4.2	4.2	NUM
fis-5092	119	51	5.55	5.55	NUM
fis-5092	119	52	1.32	1.32	NUM
fis-5092	119	53	r0%h1.5s	r0%h1.5s	NOUN
fis-5092	119	54	1880	1880	NUM
fis-5092	119	55	3.36	3.36	NUM
fis-5092	119	56	5.8	5.8	NUM
fis-5092	119	57	1.73	1.73	NUM
fis-5092	119	58	r10%h1.5s	r10%h1.5s	X
fis-5092	119	59	1639	1639	NUM
fis-5092	119	60	3.57	3.57	NUM
fis-5092	119	61	5.8	5.8	NUM
fis-5092	119	62	1.62	1.62	NUM
fis-5092	119	63	r15%h1.5s	r15%h1.5s	NOUN
fis-5092	119	64	1477	1477	NUM
fis-5092	119	65	3.7	3.7	NUM
fis-5092	119	66	5.75	5.75	NUM
fis-5092	119	67	1.56	1.56	NUM
fis-5092	119	68	r0%h1.8s	r0%h1.8s	NOUN
fis-5092	119	69	1850	1850	NUM
fis-5092	119	70	3.65	3.65	NUM
fis-5092	119	71	6.34	6.34	NUM
fis-5092	119	72	1.74	1.74	NUM
fis-5092	119	73	r10%h1.8s	r10%h1.8	NOUN
fis-5092	119	74	1575	1575	NUM
fis-5092	119	75	4	4	NUM
fis-5092	119	76	6.2	6.2	NUM
fis-5092	119	77	1.55	1.55	NUM
fis-5092	119	78	r15%h1.8s	r15%h1.8	NOUN
fis-5092	119	79	1450	1450	NUM
fis-5092	119	80	3.95	3.95	NUM
fis-5092	119	81	6	6	NUM
fis-5092	119	82	1.52	1.52	NUM
fis-5092	119	83	h.	h.	PROPN
fis-5092	119	84	a.	a.	PROPN
fis-5092	119	85	mohamed	mohamed	PROPN
fis-5092	119	86	et	et	PROPN
fis-5092	119	87	alii	alii	PROPN
fis-5092	119	88	,	,	PUNCT
fis-5092	119	89	frattura	frattura	PROPN
fis-5092	119	90	ed	ed	PROPN
fis-5092	119	91	integrità	integrità	PROPN
fis-5092	119	92	strutturale	strutturale	PROPN
fis-5092	119	93	,	,	PUNCT
fis-5092	119	94	70	70	NUM
fis-5092	119	95	(	(	PUNCT
fis-5092	119	96	2024	2024	NUM
fis-5092	119	97	)	)	PUNCT
fis-5092	119	98	286	286	NUM
fis-5092	119	99	-	-	SYM
fis-5092	119	100	309	309	NUM
fis-5092	119	101	;	;	PUNCT
fis-5092	119	102	doi	doi	NOUN
fis-5092	119	103	:	:	PUNCT
fis-5092	119	104	10.3221	10.3221	NUM
fis-5092	119	105	/	/	SYM
fis-5092	119	106	igf	igf	PROPN
fis-5092	119	107	-	-	ADJ
fis-5092	119	108	esis.70.17	esis.70.17	ADJ
fis-5092	119	109	293	293	NUM
fis-5092	119	110	acircular	acircular	ADJ
fis-5092	119	111	columns	column	NOUN
fis-5092	119	112	with	with	ADP
fis-5092	119	113	height	height	NOUN
fis-5092	119	114	1.5	1.5	NUM
fis-5092	119	115	m	m	NOUN
fis-5092	119	116	bcircular	bcircular	ADJ
fis-5092	119	117	column	column	NOUN
fis-5092	119	118	with	with	ADP
fis-5092	119	119	height	height	NOUN
fis-5092	119	120	1.8	1.8	NUM
fis-5092	119	121	m	m	NOUN
fis-5092	119	122	csquare	csquare	NOUN
fis-5092	119	123	columns	column	NOUN
fis-5092	119	124	with	with	ADP
fis-5092	119	125	height	height	NOUN
fis-5092	119	126	1.5	1.5	NUM
fis-5092	119	127	m	m	NOUN
fis-5092	119	128	dsquare	dsquare	NOUN
fis-5092	119	129	columns	column	NOUN
fis-5092	119	130	with	with	ADP
fis-5092	119	131	height	height	NOUN
fis-5092	119	132	1.8	1.8	NUM
fis-5092	119	133	m	m	NOUN
fis-5092	119	134	figure	figure	NOUN
fis-5092	119	135	6	6	NUM
fis-5092	119	136	:	:	PUNCT
fis-5092	119	137	load	load	NOUN
fis-5092	119	138	–	–	PUNCT
fis-5092	119	139	displacement	displacement	NOUN
fis-5092	119	140	of	of	ADP
fis-5092	119	141	specimens	specimens	PROPN
fis-5092	119	142	.	.	PUNCT
fis-5092	120	1	failure	failure	NOUN
fis-5092	120	2	modes	mode	NOUN
fis-5092	120	3	and	and	CCONJ
fis-5092	120	4	fracture	fracture	NOUN
fis-5092	120	5	patterns	pattern	NOUN
fis-5092	120	6	every	every	DET
fis-5092	120	7	column	column	NOUN
fis-5092	120	8	was	be	AUX
fis-5092	120	9	exposed	expose	VERB
fis-5092	120	10	to	to	ADP
fis-5092	120	11	axial	axial	ADJ
fis-5092	120	12	loads	load	NOUN
fis-5092	120	13	till	till	SCONJ
fis-5092	120	14	failure	failure	NOUN
fis-5092	120	15	.	.	PUNCT
fis-5092	121	1	the	the	DET
fis-5092	121	2	failure	failure	NOUN
fis-5092	121	3	pattern	pattern	NOUN
fis-5092	121	4	of	of	ADP
fis-5092	121	5	rrc	rrc	ADJ
fis-5092	121	6	columns	column	NOUN
fis-5092	121	7	was	be	AUX
fis-5092	121	8	observed	observe	VERB
fis-5092	121	9	to	to	PART
fis-5092	121	10	be	be	AUX
fis-5092	121	11	quite	quite	ADV
fis-5092	121	12	different	different	ADJ
fis-5092	121	13	from	from	ADP
fis-5092	121	14	that	that	PRON
fis-5092	121	15	of	of	ADP
fis-5092	121	16	rc	rc	PROPN
fis-5092	121	17	columns	column	NOUN
fis-5092	121	18	.	.	PUNCT
fis-5092	122	1	figs	fig	NOUN
fis-5092	122	2	.	.	PUNCT
fis-5092	123	1	7	7	NUM
fis-5092	123	2	-	-	SYM
fis-5092	123	3	9	9	NUM
fis-5092	123	4	depicts	depict	VERB
fis-5092	123	5	the	the	DET
fis-5092	123	6	modes	mode	NOUN
fis-5092	123	7	of	of	ADP
fis-5092	123	8	failure	failure	NOUN
fis-5092	123	9	for	for	ADP
fis-5092	123	10	all	all	DET
fis-5092	123	11	tested	test	VERB
fis-5092	123	12	columns	column	NOUN
fis-5092	123	13	.	.	PUNCT
fis-5092	124	1	it	it	PRON
fis-5092	124	2	is	be	AUX
fis-5092	124	3	evident	evident	ADJ
fis-5092	124	4	that	that	SCONJ
fis-5092	124	5	most	most	ADJ
fis-5092	124	6	of	of	ADP
fis-5092	124	7	the	the	DET
fis-5092	124	8	tested	test	VERB
fis-5092	124	9	columns	column	NOUN
fis-5092	124	10	had	have	VERB
fis-5092	124	11	fine	fine	ADJ
fis-5092	124	12	cracks	crack	NOUN
fis-5092	124	13	that	that	PRON
fis-5092	124	14	began	begin	VERB
fis-5092	124	15	below	below	ADP
fis-5092	124	16	the	the	DET
fis-5092	124	17	column	column	NOUN
fis-5092	124	18	height	height	NOUN
fis-5092	124	19	and	and	CCONJ
fis-5092	124	20	gradually	gradually	ADV
fis-5092	124	21	expanded	expand	VERB
fis-5092	124	22	quietly	quietly	ADV
fis-5092	124	23	and	and	CCONJ
fis-5092	124	24	uniformly	uniformly	ADV
fis-5092	124	25	to	to	ADP
fis-5092	124	26	the	the	DET
fis-5092	124	27	center	center	NOUN
fis-5092	124	28	of	of	ADP
fis-5092	124	29	the	the	DET
fis-5092	124	30	column	column	NOUN
fis-5092	124	31	.	.	PUNCT
fis-5092	125	1	unlike	unlike	ADP
fis-5092	125	2	the	the	DET
fis-5092	125	3	rubberized	rubberize	VERB
fis-5092	125	4	reinforced	reinforce	VERB
fis-5092	125	5	concrete	concrete	ADJ
fis-5092	125	6	column	column	NOUN
fis-5092	125	7	,	,	PUNCT
fis-5092	125	8	which	which	PRON
fis-5092	125	9	had	have	VERB
fis-5092	125	10	a	a	DET
fis-5092	125	11	massive	massive	ADJ
fis-5092	125	12	crack	crack	NOUN
fis-5092	125	13	,	,	PUNCT
fis-5092	125	14	all	all	DET
fis-5092	125	15	the	the	DET
fis-5092	125	16	rc	rc	PROPN
fis-5092	125	17	columns	column	NOUN
fis-5092	125	18	had	have	VERB
fis-5092	125	19	tiny	tiny	ADJ
fis-5092	125	20	cracks	crack	NOUN
fis-5092	125	21	separated	separate	VERB
fis-5092	125	22	by	by	ADP
fis-5092	125	23	short	short	ADJ
fis-5092	125	24	spaces	space	NOUN
fis-5092	125	25	.	.	PUNCT
fis-5092	126	1	fig	fig	NOUN
fis-5092	126	2	.	.	PUNCT
fis-5092	127	1	7	7	NUM
fis-5092	127	2	illustrates	illustrate	VERB
fis-5092	127	3	how	how	SCONJ
fis-5092	127	4	the	the	DET
fis-5092	127	5	crack	crack	NOUN
fis-5092	127	6	's	's	PART
fis-5092	127	7	width	width	NOUN
fis-5092	127	8	expanded	expand	VERB
fis-5092	127	9	in	in	ADP
fis-5092	127	10	direct	direct	ADJ
fis-5092	127	11	proportion	proportion	NOUN
fis-5092	127	12	to	to	ADP
fis-5092	127	13	the	the	DET
fis-5092	127	14	applied	apply	VERB
fis-5092	127	15	force	force	NOUN
fis-5092	127	16	,	,	PUNCT
fis-5092	127	17	becoming	become	VERB
fis-5092	127	18	evident	evident	ADJ
fis-5092	127	19	at	at	ADP
fis-5092	127	20	the	the	DET
fis-5092	127	21	failure	failure	NOUN
fis-5092	127	22	load	load	NOUN
fis-5092	127	23	in	in	ADP
fis-5092	127	24	the	the	DET
fis-5092	127	25	rc	rc	PROPN
fis-5092	127	26	specimen	speciman	NOUN
fis-5092	127	27	.	.	PUNCT
fis-5092	128	1	the	the	DET
fis-5092	128	2	crushing	crush	VERB
fis-5092	128	3	degradation	degradation	NOUN
fis-5092	128	4	grade	grade	NOUN
fis-5092	128	5	increased	increase	VERB
fis-5092	128	6	as	as	SCONJ
fis-5092	128	7	the	the	DET
fis-5092	128	8	applied	applied	ADJ
fis-5092	128	9	force	force	NOUN
fis-5092	128	10	increased	increase	VERB
fis-5092	128	11	for	for	ADP
fis-5092	128	12	rubberized	rubberize	VERB
fis-5092	128	13	reinforced	reinforce	VERB
fis-5092	128	14	concrete	concrete	ADJ
fis-5092	128	15	columns	column	NOUN
fis-5092	128	16	with	with	ADP
fis-5092	128	17	10	10	NUM
fis-5092	128	18	%	%	NOUN
fis-5092	128	19	cr	cr	NOUN
fis-5092	128	20	.	.	PUNCT
fis-5092	129	1	this	this	PRON
fis-5092	129	2	results	result	VERB
fis-5092	129	3	in	in	ADP
fis-5092	129	4	a	a	DET
fis-5092	129	5	significant	significant	ADJ
fis-5092	129	6	volume	volume	NOUN
fis-5092	129	7	of	of	ADP
fis-5092	129	8	air	air	NOUN
fis-5092	129	9	bubbles	bubble	NOUN
fis-5092	129	10	and	and	CCONJ
fis-5092	129	11	poor	poor	ADJ
fis-5092	129	12	workability	workability	NOUN
fis-5092	129	13	because	because	SCONJ
fis-5092	129	14	of	of	ADP
fis-5092	129	15	a	a	DET
fis-5092	129	16	huge	huge	ADJ
fis-5092	129	17	quantity	quantity	NOUN
fis-5092	129	18	of	of	ADP
fis-5092	129	19	cr	cr	NOUN
fis-5092	129	20	that	that	PRON
fis-5092	129	21	could	could	AUX
fis-5092	129	22	not	not	PART
fis-5092	129	23	spread	spread	VERB
fis-5092	129	24	evenly	evenly	ADV
fis-5092	129	25	throughout	throughout	ADP
fis-5092	129	26	the	the	DET
fis-5092	129	27	mix[18	mix[18	NOUN
fis-5092	129	28	]	]	PUNCT
fis-5092	129	29	.	.	PUNCT
fis-5092	130	1	as	as	SCONJ
fis-5092	130	2	seen	see	VERB
fis-5092	130	3	in	in	ADP
fis-5092	130	4	fig	fig	NOUN
fis-5092	130	5	.	.	PUNCT
fis-5092	131	1	8,this	8,this	NUM
fis-5092	131	2	specimen	speciman	NOUN
fis-5092	131	3	also	also	ADV
fis-5092	131	4	displayed	display	VERB
fis-5092	131	5	longitudinal	longitudinal	ADJ
fis-5092	131	6	steel	steel	NOUN
fis-5092	131	7	bar	bar	NOUN
fis-5092	131	8	buckling	buckling	NOUN
fis-5092	131	9	.	.	PUNCT
fis-5092	132	1	in	in	ADP
fis-5092	132	2	fig	fig	NOUN
fis-5092	132	3	.	.	PUNCT
fis-5092	133	1	8(a	8(a	NUM
fis-5092	133	2	)	)	PUNCT
fis-5092	133	3	,	,	PUNCT
fis-5092	133	4	splitting	split	VERB
fis-5092	133	5	failure	failure	NOUN
fis-5092	133	6	in	in	ADP
fis-5092	133	7	the	the	DET
fis-5092	133	8	central	central	ADJ
fis-5092	133	9	zone	zone	NOUN
fis-5092	133	10	of	of	ADP
fis-5092	133	11	the	the	DET
fis-5092	133	12	specimen	speciman	NOUN
fis-5092	133	13	(	(	PUNCT
fis-5092	133	14	r10%h1.5s	r10%h1.5s	PROPN
fis-5092	133	15	)	)	PUNCT
fis-5092	133	16	was	be	AUX
fis-5092	133	17	attributed	attribute	VERB
fis-5092	133	18	to	to	ADP
fis-5092	133	19	the	the	DET
fis-5092	133	20	progression	progression	NOUN
fis-5092	133	21	of	of	ADP
fis-5092	133	22	vertical	vertical	ADJ
fis-5092	133	23	cracks	crack	NOUN
fis-5092	133	24	;	;	PUNCT
fis-5092	133	25	no	no	DET
fis-5092	133	26	steel	steel	NOUN
fis-5092	133	27	bar	bar	NOUN
fis-5092	133	28	buckling	buckling	NOUN
fis-5092	133	29	was	be	AUX
fis-5092	133	30	seen	see	VERB
fis-5092	133	31	in	in	ADP
fis-5092	133	32	this	this	DET
fis-5092	133	33	instance	instance	NOUN
fis-5092	133	34	.	.	PUNCT
fis-5092	134	1	the	the	DET
fis-5092	134	2	development	development	NOUN
fis-5092	134	3	of	of	ADP
fis-5092	134	4	vertical	vertical	ADJ
fis-5092	134	5	cracks	crack	NOUN
fis-5092	134	6	in	in	ADP
fis-5092	134	7	the	the	DET
fis-5092	134	8	central	central	ADJ
fis-5092	134	9	zone	zone	NOUN
fis-5092	134	10	of	of	ADP
fis-5092	134	11	the	the	DET
fis-5092	134	12	rubberized	rubberize	VERB
fis-5092	134	13	concrete	concrete	ADJ
fis-5092	134	14	columns	column	NOUN
fis-5092	134	15	with	with	ADP
fis-5092	134	16	a	a	DET
fis-5092	134	17	15	15	NUM
fis-5092	134	18	%	%	NOUN
fis-5092	134	19	cr	cr	NOUN
fis-5092	134	20	replacement	replacement	NOUN
fis-5092	134	21	ratio	ratio	NOUN
fis-5092	134	22	resulted	result	VERB
fis-5092	134	23	in	in	ADP
fis-5092	134	24	a	a	DET
fis-5092	134	25	splitting	splitting	NOUN
fis-5092	134	26	failure	failure	NOUN
fis-5092	134	27	pattern	pattern	NOUN
fis-5092	134	28	.	.	PUNCT
fis-5092	135	1	these	these	DET
fis-5092	135	2	specimens	specimen	NOUN
fis-5092	135	3	showed	show	VERB
fis-5092	135	4	notable	notable	ADJ
fis-5092	135	5	steel	steel	NOUN
fis-5092	135	6	bar	bar	NOUN
fis-5092	135	7	buckling	buckling	NOUN
fis-5092	135	8	when	when	SCONJ
fis-5092	135	9	the	the	DET
fis-5092	135	10	applied	apply	VERB
fis-5092	135	11	load	load	NOUN
fis-5092	135	12	approached	approach	VERB
fis-5092	135	13	the	the	DET
fis-5092	135	14	maximum	maximum	ADJ
fis-5092	135	15	capacity	capacity	NOUN
fis-5092	135	16	and	and	CCONJ
fis-5092	135	17	,	,	PUNCT
fis-5092	135	18	finally	finally	ADV
fis-5092	135	19	,	,	PUNCT
fis-5092	135	20	collapsed	collapse	VERB
fis-5092	135	21	in	in	ADP
fis-5092	135	22	a	a	DET
fis-5092	135	23	high	high	ADJ
fis-5092	135	24	grade	grade	NOUN
fis-5092	135	25	of	of	ADP
fis-5092	135	26	crushing	crush	VERB
fis-5092	135	27	at	at	ADP
fis-5092	135	28	the	the	DET
fis-5092	135	29	maximum	maximum	ADJ
fis-5092	135	30	load	load	NOUN
fis-5092	135	31	,	,	PUNCT
fis-5092	135	32	as	as	SCONJ
fis-5092	135	33	shown	show	VERB
fis-5092	135	34	in	in	ADP
fis-5092	135	35	fig	fig	NOUN
fis-5092	135	36	.	.	PUNCT
fis-5092	136	1	9	9	X
fis-5092	136	2	.	.	PUNCT
fis-5092	136	3	finally	finally	ADV
fis-5092	136	4	,	,	PUNCT
fis-5092	136	5	under	under	ADP
fis-5092	136	6	axial	axial	ADJ
fis-5092	136	7	loading	loading	NOUN
fis-5092	136	8	,	,	PUNCT
fis-5092	136	9	the	the	DET
fis-5092	136	10	rc	rc	PROPN
fis-5092	136	11	columns	column	NOUN
fis-5092	136	12	are	be	AUX
fis-5092	136	13	better	well	ADJ
fis-5092	136	14	in	in	ADP
fis-5092	136	15	terms	term	NOUN
fis-5092	136	16	of	of	ADP
fis-5092	136	17	load	load	NOUN
fis-5092	136	18	capacity	capacity	NOUN
fis-5092	136	19	and	and	CCONJ
fis-5092	136	20	mode	mode	NOUN
fis-5092	136	21	of	of	ADP
fis-5092	136	22	failure	failure	NOUN
fis-5092	136	23	at	at	ADP
fis-5092	136	24	the	the	DET
fis-5092	136	25	loading	loading	NOUN
fis-5092	136	26	termination	termination	NOUN
fis-5092	136	27	than	than	ADP
fis-5092	136	28	the	the	DET
fis-5092	136	29	rubberized	rubberize	VERB
fis-5092	136	30	concrete	concrete	ADJ
fis-5092	136	31	columns	column	NOUN
fis-5092	136	32	.	.	PUNCT
fis-5092	137	1	h.	h.	PROPN
fis-5092	137	2	a.	a.	PROPN
fis-5092	137	3	mohamed	mohamed	PROPN
fis-5092	137	4	et	et	PROPN
fis-5092	137	5	alii	alii	PROPN
fis-5092	137	6	,	,	PUNCT
fis-5092	137	7	frattura	frattura	PROPN
fis-5092	137	8	ed	ed	PROPN
fis-5092	137	9	integrità	integrità	PROPN
fis-5092	137	10	strutturale	strutturale	PROPN
fis-5092	137	11	,	,	PUNCT
fis-5092	137	12	70	70	NUM
fis-5092	137	13	(	(	PUNCT
fis-5092	137	14	2024	2024	NUM
fis-5092	137	15	)	)	PUNCT
fis-5092	137	16	286	286	NUM
fis-5092	137	17	-	-	SYM
fis-5092	137	18	309	309	NUM
fis-5092	137	19	;	;	PUNCT
fis-5092	137	20	doi	doi	NOUN
fis-5092	137	21	:	:	PUNCT
fis-5092	137	22	10.3221	10.3221	NUM
fis-5092	137	23	/	/	SYM
fis-5092	137	24	igf	igf	PROPN
fis-5092	137	25	-	-	ADJ
fis-5092	137	26	esis.70.17	esis.70.17	ADJ
fis-5092	137	27	294	294	NUM
fis-5092	137	28	figure	figure	NOUN
fis-5092	137	29	7	7	NUM
fis-5092	137	30	:	:	PUNCT
fis-5092	137	31	modes	mode	NOUN
fis-5092	137	32	of	of	ADP
fis-5092	137	33	failure	failure	NOUN
fis-5092	137	34	of	of	ADP
fis-5092	137	35	columns	column	NOUN
fis-5092	137	36	without	without	ADP
fis-5092	137	37	cr	cr	PROPN
fis-5092	137	38	.	.	PUNCT
fis-5092	137	39	figure	figure	NOUN
fis-5092	137	40	8	8	NUM
fis-5092	137	41	:	:	PUNCT
fis-5092	137	42	modes	mode	NOUN
fis-5092	137	43	of	of	ADP
fis-5092	137	44	failure	failure	NOUN
fis-5092	137	45	of	of	ADP
fis-5092	137	46	columns	column	NOUN
fis-5092	137	47	with	with	ADP
fis-5092	137	48	10	10	NUM
fis-5092	137	49	%	%	NOUN
fis-5092	137	50	cr	cr	NOUN
fis-5092	137	51	slight	slight	ADJ
fis-5092	137	52	crushing	crush	VERB
fis-5092	137	53	lower	low	ADJ
fis-5092	137	54	severe	severe	ADJ
fis-5092	137	55	crushing	crush	VERB
fis-5092	137	56	crushing	crush	VERB
fis-5092	137	57	and	and	CCONJ
fis-5092	137	58	steel	steel	NOUN
fis-5092	137	59	buckling	buckling	NOUN
fis-5092	137	60	slight	slight	ADJ
fis-5092	137	61	crushing	crush	VERB
fis-5092	137	62	crushing	crush	VERB
fis-5092	137	63	larg	larg	NOUN
fis-5092	137	64	splitting	splitting	NOUN
fis-5092	137	65	splitting	splitting	NOUN
fis-5092	137	66	splitting	splitting	NOUN
fis-5092	137	67	crushing	crush	VERB
fis-5092	137	68	concrete	concrete	ADJ
fis-5092	137	69	spalling	spalle	VERB
fis-5092	137	70	steel	steel	NOUN
fis-5092	137	71	buckling	buckling	NOUN
fis-5092	137	72	in	in	ADP
fis-5092	137	73	the	the	DET
fis-5092	137	74	other	other	ADJ
fis-5092	137	75	side	side	NOUN
fis-5092	137	76	h.	h.	PROPN
fis-5092	137	77	a.	a.	PROPN
fis-5092	137	78	mohamed	mohamed	PROPN
fis-5092	137	79	et	et	PROPN
fis-5092	137	80	alii	alii	PROPN
fis-5092	137	81	,	,	PUNCT
fis-5092	137	82	frattura	frattura	PROPN
fis-5092	137	83	ed	ed	PROPN
fis-5092	137	84	integrità	integrità	PROPN
fis-5092	137	85	strutturale	strutturale	PROPN
fis-5092	137	86	,	,	PUNCT
fis-5092	137	87	70	70	NUM
fis-5092	137	88	(	(	PUNCT
fis-5092	137	89	2024	2024	NUM
fis-5092	137	90	)	)	PUNCT
fis-5092	137	91	286	286	NUM
fis-5092	137	92	-	-	SYM
fis-5092	137	93	309	309	NUM
fis-5092	137	94	;	;	PUNCT
fis-5092	137	95	doi	doi	NOUN
fis-5092	137	96	:	:	PUNCT
fis-5092	137	97	10.3221	10.3221	NUM
fis-5092	137	98	/	/	SYM
fis-5092	137	99	igf	igf	PROPN
fis-5092	137	100	-	-	ADJ
fis-5092	137	101	esis.70.17	esis.70.17	ADJ
fis-5092	137	102	295	295	NUM
fis-5092	137	103	figure	figure	NOUN
fis-5092	137	104	9	9	NUM
fis-5092	137	105	:	:	PUNCT
fis-5092	137	106	modes	mode	NOUN
fis-5092	137	107	of	of	ADP
fis-5092	137	108	failure	failure	NOUN
fis-5092	137	109	of	of	ADP
fis-5092	137	110	columns	column	NOUN
fis-5092	137	111	with	with	ADP
fis-5092	137	112	15	15	NUM
fis-5092	137	113	%	%	NOUN
fis-5092	137	114	cr	cr	NOUN
fis-5092	137	115	.	.	PUNCT
fis-5092	138	1	ductility	ductility	NOUN
fis-5092	138	2	the	the	DET
fis-5092	138	3	capability	capability	NOUN
fis-5092	138	4	of	of	ADP
fis-5092	138	5	a	a	DET
fis-5092	138	6	structure	structure	NOUN
fis-5092	138	7	's	's	PART
fis-5092	138	8	part	part	NOUN
fis-5092	138	9	to	to	PART
fis-5092	138	10	tolerate	tolerate	VERB
fis-5092	138	11	internal	internal	ADJ
fis-5092	138	12	forces	force	NOUN
fis-5092	138	13	with	with	ADP
fis-5092	138	14	high	high	ADJ
fis-5092	138	15	deformation	deformation	NOUN
fis-5092	138	16	is	be	AUX
fis-5092	138	17	known	know	VERB
fis-5092	138	18	as	as	ADP
fis-5092	138	19	its	its	PRON
fis-5092	138	20	ductility	ductility	NOUN
fis-5092	138	21	,	,	PUNCT
fis-5092	138	22	and	and	CCONJ
fis-5092	138	23	calculating	calculate	VERB
fis-5092	138	24	the	the	DET
fis-5092	138	25	ductility	ductility	NOUN
fis-5092	138	26	value	value	NOUN
fis-5092	138	27	can	can	AUX
fis-5092	138	28	provide	provide	VERB
fis-5092	138	29	a	a	DET
fis-5092	138	30	clear	clear	ADJ
fis-5092	138	31	picture	picture	NOUN
fis-5092	138	32	of	of	ADP
fis-5092	138	33	the	the	DET
fis-5092	138	34	capacity	capacity	NOUN
fis-5092	138	35	for	for	ADP
fis-5092	138	36	plastic	plastic	ADJ
fis-5092	138	37	deformation	deformation	NOUN
fis-5092	138	38	regarding	regard	VERB
fis-5092	138	39	column	column	NOUN
fis-5092	138	40	specimens	specimen	NOUN
fis-5092	138	41	.	.	PUNCT
fis-5092	139	1	the	the	DET
fis-5092	139	2	proportion	proportion	NOUN
fis-5092	139	3	of	of	ADP
fis-5092	139	4	the	the	DET
fis-5092	139	5	δu	δu	NOUN
fis-5092	139	6	of	of	ADP
fis-5092	139	7	the	the	DET
fis-5092	139	8	rc	rc	PROPN
fis-5092	139	9	columns	column	NOUN
fis-5092	139	10	to	to	ADP
fis-5092	139	11	the	the	DET
fis-5092	139	12	δy	δy	NOUN
fis-5092	139	13	is	be	AUX
fis-5092	139	14	defined	define	VERB
fis-5092	139	15	as	as	ADP
fis-5092	139	16	the	the	DET
fis-5092	139	17	ductility	ductility	NOUN
fis-5092	139	18	index	index	NOUN
fis-5092	139	19	(	(	PUNCT
fis-5092	139	20	di	di	NOUN
fis-5092	139	21	)	)	PUNCT
fis-5092	139	22	.	.	PUNCT
fis-5092	140	1	fig	fig	NOUN
fis-5092	140	2	.	.	PUNCT
fis-5092	141	1	10	10	NUM
fis-5092	141	2	illustrates	illustrate	VERB
fis-5092	141	3	the	the	DET
fis-5092	141	4	ductility	ductility	NOUN
fis-5092	141	5	index	index	NOUN
fis-5092	141	6	decrease	decrease	NOUN
fis-5092	141	7	for	for	ADP
fis-5092	141	8	each	each	DET
fis-5092	141	9	studied	study	VERB
fis-5092	141	10	rubberized	rubberize	VERB
fis-5092	141	11	reinforced	reinforce	VERB
fis-5092	141	12	concrete	concrete	ADJ
fis-5092	141	13	column	column	NOUN
fis-5092	141	14	specimen	speciman	NOUN
fis-5092	141	15	,	,	PUNCT
fis-5092	141	16	and	and	CCONJ
fis-5092	141	17	table	table	NOUN
fis-5092	141	18	3	3	NUM
fis-5092	141	19	displays	display	VERB
fis-5092	141	20	their	their	PRON
fis-5092	141	21	data	datum	NOUN
fis-5092	141	22	.	.	PUNCT
fis-5092	142	1	the	the	DET
fis-5092	142	2	ductility	ductility	NOUN
fis-5092	142	3	index	index	NOUN
fis-5092	142	4	decreased	decrease	VERB
fis-5092	142	5	as	as	ADP
fis-5092	142	6	the	the	DET
fis-5092	142	7	cr	cr	PROPN
fis-5092	142	8	ratio	ratio	PROPN
fis-5092	142	9	raised	raise	VERB
fis-5092	142	10	from	from	ADP
fis-5092	142	11	0	0	NUM
fis-5092	142	12	%	%	NOUN
fis-5092	142	13	to	to	PART
fis-5092	142	14	10	10	NUM
fis-5092	142	15	%	%	NOUN
fis-5092	142	16	.	.	PUNCT
fis-5092	143	1	additionally	additionally	ADV
fis-5092	143	2	,	,	PUNCT
fis-5092	143	3	the	the	DET
fis-5092	143	4	ductility	ductility	NOUN
fis-5092	143	5	index	index	NOUN
fis-5092	143	6	was	be	AUX
fis-5092	143	7	marginally	marginally	ADV
fis-5092	143	8	lowered	lower	VERB
fis-5092	143	9	by	by	ADP
fis-5092	143	10	an	an	DET
fis-5092	143	11	increase	increase	NOUN
fis-5092	143	12	in	in	ADP
fis-5092	143	13	the	the	DET
fis-5092	143	14	cr	cr	PROPN
fis-5092	143	15	ratio	ratio	NOUN
fis-5092	143	16	from	from	ADP
fis-5092	143	17	10	10	NUM
fis-5092	143	18	%	%	NOUN
fis-5092	143	19	to	to	PART
fis-5092	143	20	15	15	NUM
fis-5092	143	21	%	%	NOUN
fis-5092	143	22	.	.	PUNCT
fis-5092	144	1	the	the	DET
fis-5092	144	2	decreasing	decreasing	NOUN
fis-5092	144	3	was	be	AUX
fis-5092	144	4	very	very	ADV
fis-5092	144	5	significant	significant	ADJ
fis-5092	144	6	in	in	ADP
fis-5092	144	7	the	the	DET
fis-5092	144	8	instance	instance	NOUN
fis-5092	144	9	of	of	ADP
fis-5092	144	10	the	the	DET
fis-5092	144	11	rubberized	rubberize	VERB
fis-5092	144	12	reinforced	reinforce	VERB
fis-5092	144	13	concrete	concrete	ADJ
fis-5092	144	14	specimen	speciman	NOUN
fis-5092	144	15	with	with	ADP
fis-5092	144	16	15	15	NUM
fis-5092	144	17	%	%	NOUN
fis-5092	144	18	of	of	ADP
fis-5092	144	19	crumb	crumb	NOUN
fis-5092	144	20	rubber	rubber	NOUN
fis-5092	144	21	(	(	PUNCT
fis-5092	144	22	r15%h1.8c	r15%h1.8c	NOUN
fis-5092	144	23	)	)	PUNCT
fis-5092	144	24	,	,	PUNCT
fis-5092	144	25	and	and	CCONJ
fis-5092	144	26	medium	medium	NOUN
fis-5092	144	27	in	in	ADP
fis-5092	144	28	case	case	NOUN
fis-5092	144	29	of	of	ADP
fis-5092	144	30	the	the	DET
fis-5092	144	31	specimen	speciman	NOUN
fis-5092	144	32	with	with	ADP
fis-5092	144	33	10	10	NUM
fis-5092	144	34	%	%	NOUN
fis-5092	144	35	of	of	ADP
fis-5092	144	36	crumb	crumb	NOUN
fis-5092	144	37	rubber	rubber	NOUN
fis-5092	144	38	(	(	PUNCT
fis-5092	144	39	r10%h1.8c	r10%h1.8c	NOUN
fis-5092	144	40	)	)	PUNCT
fis-5092	144	41	.	.	PUNCT
fis-5092	145	1	the	the	DET
fis-5092	145	2	ductility	ductility	NOUN
fis-5092	145	3	index	index	NOUN
fis-5092	145	4	for	for	ADP
fis-5092	145	5	the	the	DET
fis-5092	145	6	rubberized	rubberize	VERB
fis-5092	145	7	reinforced	reinforce	VERB
fis-5092	145	8	concrete	concrete	ADJ
fis-5092	145	9	specimens	specimen	NOUN
fis-5092	145	10	r15%h1.8c	r15%h1.8c	NOUN
fis-5092	145	11	and	and	CCONJ
fis-5092	145	12	r10%h1.8c	r10%h1.8c	VERB
fis-5092	145	13	splitting	split	VERB
fis-5092	145	14	partial	partial	ADJ
fis-5092	145	15	fracture	fracture	NOUN
fis-5092	145	16	high	high	ADJ
fis-5092	145	17	crushing	crush	VERB
fis-5092	145	18	and	and	CCONJ
fis-5092	145	19	significant	significant	ADJ
fis-5092	145	20	steel	steel	NOUN
fis-5092	145	21	buckling	buckle	VERB
fis-5092	145	22	high	high	ADJ
fis-5092	145	23	grade	grade	NOUN
fis-5092	145	24	of	of	ADP
fis-5092	145	25	crushing	crush	VERB
fis-5092	145	26	steel	steel	NOUN
fis-5092	145	27	buckling	buckle	VERB
fis-5092	145	28	h.	h.	PROPN
fis-5092	145	29	a.	a.	PROPN
fis-5092	145	30	mohamed	mohamed	PROPN
fis-5092	145	31	et	et	PROPN
fis-5092	145	32	alii	alii	PROPN
fis-5092	145	33	,	,	PUNCT
fis-5092	145	34	frattura	frattura	PROPN
fis-5092	145	35	ed	ed	PROPN
fis-5092	145	36	integrità	integrità	PROPN
fis-5092	145	37	strutturale	strutturale	PROPN
fis-5092	145	38	,	,	PUNCT
fis-5092	145	39	70	70	NUM
fis-5092	145	40	(	(	PUNCT
fis-5092	145	41	2024	2024	NUM
fis-5092	145	42	)	)	PUNCT
fis-5092	145	43	286	286	NUM
fis-5092	145	44	-	-	SYM
fis-5092	145	45	309	309	NUM
fis-5092	145	46	;	;	PUNCT
fis-5092	145	47	doi	doi	NOUN
fis-5092	145	48	:	:	PUNCT
fis-5092	145	49	10.3221	10.3221	NUM
fis-5092	145	50	/	/	SYM
fis-5092	145	51	igf	igf	PROPN
fis-5092	145	52	-	-	PROPN
fis-5092	145	53	esis.70.17	esis.70.17	PROPN
fis-5092	145	54	296	296	NUM
fis-5092	145	55	decreased	decrease	VERB
fis-5092	145	56	by	by	ADP
fis-5092	145	57	about	about	ADV
fis-5092	145	58	13.72	13.72	NUM
fis-5092	145	59	%	%	NOUN
fis-5092	145	60	and	and	CCONJ
fis-5092	145	61	4.58	4.58	NUM
fis-5092	145	62	%	%	NOUN
fis-5092	145	63	compared	compare	VERB
fis-5092	145	64	to	to	ADP
fis-5092	145	65	the	the	DET
fis-5092	145	66	control	control	NOUN
fis-5092	145	67	concrete	concrete	ADJ
fis-5092	145	68	column	column	NOUN
fis-5092	145	69	(	(	PUNCT
fis-5092	145	70	normal	normal	ADJ
fis-5092	145	71	concrete	concrete	NOUN
fis-5092	145	72	)	)	PUNCT
fis-5092	145	73	,	,	PUNCT
fis-5092	145	74	respectively	respectively	ADV
fis-5092	145	75	.	.	PUNCT
fis-5092	146	1	therefore	therefore	ADV
fis-5092	146	2	,	,	PUNCT
fis-5092	146	3	in	in	ADP
fis-5092	146	4	the	the	DET
fis-5092	146	5	case	case	NOUN
fis-5092	146	6	of	of	ADP
fis-5092	146	7	10	10	NUM
fis-5092	146	8	%	%	NOUN
fis-5092	146	9	and	and	CCONJ
fis-5092	146	10	15	15	NUM
fis-5092	146	11	%	%	NOUN
fis-5092	146	12	cr	cr	NOUN
fis-5092	146	13	,	,	PUNCT
fis-5092	146	14	the	the	DET
fis-5092	146	15	rate	rate	NOUN
fis-5092	146	16	of	of	ADP
fis-5092	146	17	decrease	decrease	NOUN
fis-5092	146	18	in	in	ADP
fis-5092	146	19	the	the	DET
fis-5092	146	20	di	di	NOUN
fis-5092	146	21	was	be	AUX
fis-5092	146	22	computed	compute	VERB
fis-5092	146	23	by	by	ADP
fis-5092	146	24	10.92	10.92	NUM
fis-5092	146	25	%	%	NOUN
fis-5092	146	26	and	and	CCONJ
fis-5092	146	27	12.64	12.64	NUM
fis-5092	146	28	%	%	NOUN
fis-5092	146	29	for	for	ADP
fis-5092	146	30	a	a	DET
fis-5092	146	31	square	square	ADJ
fis-5092	146	32	column	column	NOUN
fis-5092	146	33	with	with	ADP
fis-5092	146	34	a	a	DET
fis-5092	146	35	height	height	NOUN
fis-5092	146	36	of	of	ADP
fis-5092	146	37	1800	1800	NUM
fis-5092	146	38	mm	mm	NOUN
fis-5092	146	39	(	(	PUNCT
fis-5092	146	40	r10%h1.8s	r10%h1.8s	X
fis-5092	146	41	and	and	CCONJ
fis-5092	146	42	r15%h1.8s	r15%h1.8	NOUN
fis-5092	146	43	)	)	PUNCT
fis-5092	146	44	compared	compare	VERB
fis-5092	146	45	to	to	ADP
fis-5092	146	46	a	a	DET
fis-5092	146	47	square	square	ADJ
fis-5092	146	48	column	column	NOUN
fis-5092	146	49	without	without	ADP
fis-5092	146	50	cr	cr	PROPN
fis-5092	146	51	(	(	PUNCT
fis-5092	146	52	r0%h1.8s	r0%h1.8s	NOUN
fis-5092	146	53	)	)	PUNCT
fis-5092	146	54	.	.	PUNCT
fis-5092	147	1	acircular	acircular	ADJ
fis-5092	147	2	columns	column	NOUN
fis-5092	147	3	bsquare	bsquare	NOUN
fis-5092	147	4	columns	column	NOUN
fis-5092	147	5	figure	figure	VERB
fis-5092	147	6	10	10	NUM
fis-5092	147	7	:	:	PUNCT
fis-5092	147	8	percentage	percentage	NOUN
fis-5092	147	9	reduction	reduction	NOUN
fis-5092	147	10	in	in	ADP
fis-5092	147	11	the	the	DET
fis-5092	147	12	rrc	rrc	PROPN
fis-5092	147	13	column	column	NOUN
fis-5092	147	14	specimens	specimens	PROPN
fis-5092	147	15	'	'	PART
fis-5092	147	16	ductility	ductility	NOUN
fis-5092	147	17	index	index	NOUN
fis-5092	147	18	when	when	SCONJ
fis-5092	147	19	compared	compare	VERB
fis-5092	147	20	to	to	ADP
fis-5092	147	21	the	the	DET
fis-5092	147	22	control	control	NOUN
fis-5092	147	23	column	column	NOUN
fis-5092	147	24	specimens	specimens	PROPN
fis-5092	147	25	.	.	PROPN
fis-5092	148	1	finite	finite	PROPN
fis-5092	148	2	element	element	PROPN
fis-5092	148	3	modeling	modeling	NOUN
fis-5092	148	4	model	model	NOUN
fis-5092	148	5	set	set	NOUN
fis-5092	148	6	-	-	PUNCT
fis-5092	148	7	up	up	NOUN
fis-5092	148	8	he	he	PRON
fis-5092	148	9	finite	finite	VERB
fis-5092	148	10	element	element	NOUN
fis-5092	148	11	(	(	PUNCT
fis-5092	148	12	fe	fe	NOUN
fis-5092	148	13	)	)	PUNCT
fis-5092	148	14	program	program	NOUN
fis-5092	148	15	abaqus	abaqus	NOUN
fis-5092	148	16	/	/	SYM
fis-5092	148	17	standard	standard	NOUN
fis-5092	148	18	[	[	X
fis-5092	148	19	19	19	NUM
fis-5092	148	20	]	]	PUNCT
fis-5092	148	21	was	be	AUX
fis-5092	148	22	used	use	VERB
fis-5092	148	23	to	to	PART
fis-5092	148	24	model	model	VERB
fis-5092	148	25	the	the	DET
fis-5092	148	26	behavior	behavior	NOUN
fis-5092	148	27	of	of	ADP
fis-5092	148	28	rubberized	rubberize	VERB
fis-5092	148	29	reinforced	reinforce	VERB
fis-5092	148	30	concrete	concrete	ADJ
fis-5092	148	31	columns	column	NOUN
fis-5092	148	32	under	under	ADP
fis-5092	148	33	cyclic	cyclic	ADJ
fis-5092	148	34	loads	load	NOUN
fis-5092	148	35	.	.	PUNCT
fis-5092	149	1	an	an	DET
fis-5092	149	2	fe	fe	NOUN
fis-5092	149	3	model	model	NOUN
fis-5092	149	4	in	in	ADP
fis-5092	149	5	three	three	NUM
fis-5092	149	6	dimensions	dimension	NOUN
fis-5092	149	7	was	be	AUX
fis-5092	149	8	created	create	VERB
fis-5092	149	9	.	.	PUNCT
fis-5092	150	1	to	to	PART
fis-5092	150	2	simulate	simulate	VERB
fis-5092	150	3	steel	steel	NOUN
fis-5092	150	4	bars	bar	NOUN
fis-5092	150	5	and	and	CCONJ
fis-5092	150	6	stirrups	stirrup	NOUN
fis-5092	150	7	in	in	ADP
fis-5092	150	8	the	the	DET
fis-5092	150	9	fe	fe	PROPN
fis-5092	150	10	model	model	NOUN
fis-5092	150	11	,	,	PUNCT
fis-5092	150	12	we	we	PRON
fis-5092	150	13	used	use	VERB
fis-5092	150	14	linear	linear	PROPN
fis-5092	150	15	3	3	NUM
fis-5092	150	16	-	-	PUNCT
fis-5092	150	17	d	d	NOUN
fis-5092	150	18	trusses	truss	NOUN
fis-5092	150	19	elements	element	NOUN
fis-5092	150	20	with	with	ADP
fis-5092	150	21	two	two	NUM
fis-5092	150	22	nodes	node	NOUN
fis-5092	150	23	(	(	PUNCT
fis-5092	150	24	t3d2	t3d2	NOUN
fis-5092	150	25	)	)	PUNCT
fis-5092	150	26	.	.	PUNCT
fis-5092	151	1	this	this	DET
fis-5092	151	2	element	element	NOUN
fis-5092	151	3	(	(	PUNCT
fis-5092	151	4	t3d2	t3d2	NOUN
fis-5092	151	5	)	)	PUNCT
fis-5092	151	6	was	be	AUX
fis-5092	151	7	used	use	VERB
fis-5092	151	8	with	with	ADP
fis-5092	151	9	structured	structured	ADJ
fis-5092	151	10	meshes	mesh	NOUN
fis-5092	151	11	.	.	PUNCT
fis-5092	152	1	an	an	DET
fis-5092	152	2	eight	eight	NUM
fis-5092	152	3	-	-	PUNCT
fis-5092	152	4	node	node	ADJ
fis-5092	152	5	linear	linear	ADJ
fis-5092	152	6	brick	brick	NOUN
fis-5092	152	7	with	with	ADP
fis-5092	152	8	reduced	reduced	ADJ
fis-5092	152	9	integration	integration	NOUN
fis-5092	152	10	and	and	CCONJ
fis-5092	152	11	hourglass	hourglass	NOUN
fis-5092	152	12	control	control	NOUN
fis-5092	152	13	elements	element	NOUN
fis-5092	152	14	(	(	PUNCT
fis-5092	152	15	c3d8r	c3d8r	NOUN
fis-5092	152	16	)	)	PUNCT
fis-5092	152	17	was	be	AUX
fis-5092	152	18	used	use	VERB
fis-5092	152	19	to	to	PART
fis-5092	152	20	simulate	simulate	VERB
fis-5092	152	21	concrete	concrete	NOUN
fis-5092	152	22	.	.	PUNCT
fis-5092	153	1	the	the	DET
fis-5092	153	2	center	center	NOUN
fis-5092	153	3	of	of	ADP
fis-5092	153	4	this	this	DET
fis-5092	153	5	element	element	NOUN
fis-5092	153	6	(	(	PUNCT
fis-5092	153	7	c3d8r	c3d8r	NOUN
fis-5092	153	8	)	)	PUNCT
fis-5092	153	9	is	be	AUX
fis-5092	153	10	where	where	SCONJ
fis-5092	153	11	the	the	DET
fis-5092	153	12	integration	integration	NOUN
fis-5092	153	13	point	point	NOUN
fis-5092	153	14	is	be	AUX
fis-5092	153	15	located	locate	VERB
fis-5092	153	16	.	.	PUNCT
fis-5092	154	1	small	small	ADJ
fis-5092	154	2	components	component	NOUN
fis-5092	154	3	are	be	AUX
fis-5092	154	4	therefore	therefore	ADV
fis-5092	154	5	needed	need	VERB
fis-5092	154	6	to	to	PART
fis-5092	154	7	represent	represent	VERB
fis-5092	154	8	a	a	DET
fis-5092	154	9	stress	stress	NOUN
fis-5092	154	10	concentration	concentration	NOUN
fis-5092	154	11	at	at	ADP
fis-5092	154	12	a	a	DET
fis-5092	154	13	structure	structure	NOUN
fis-5092	154	14	's	's	PART
fis-5092	154	15	boundary	boundary	NOUN
fis-5092	154	16	.	.	PUNCT
fis-5092	155	1	stresses	stress	NOUN
fis-5092	155	2	and	and	CCONJ
fis-5092	155	3	strains	strain	NOUN
fis-5092	155	4	are	be	AUX
fis-5092	155	5	most	most	ADV
fis-5092	155	6	accurate	accurate	ADJ
fis-5092	155	7	at	at	ADP
fis-5092	155	8	the	the	DET
fis-5092	155	9	integration	integration	NOUN
fis-5092	155	10	points	point	NOUN
fis-5092	155	11	.	.	PUNCT
fis-5092	156	1	it	it	PRON
fis-5092	156	2	should	should	AUX
fis-5092	156	3	be	be	AUX
fis-5092	156	4	noted	note	VERB
fis-5092	156	5	that	that	SCONJ
fis-5092	156	6	abaqus	abaqus	NOUN
fis-5092	156	7	and	and	CCONJ
fis-5092	156	8	other	other	ADJ
fis-5092	156	9	programs	program	NOUN
fis-5092	156	10	use	use	VERB
fis-5092	156	11	reduced	reduce	VERB
fis-5092	156	12	-	-	PUNCT
fis-5092	156	13	order	order	NOUN
fis-5092	156	14	integration	integration	NOUN
fis-5092	156	15	,	,	PUNCT
fis-5092	156	16	which	which	PRON
fis-5092	156	17	makes	make	VERB
fis-5092	156	18	it	it	PRON
fis-5092	156	19	possible	possible	ADJ
fis-5092	156	20	to	to	PART
fis-5092	156	21	calculate	calculate	VERB
fis-5092	156	22	element	element	NOUN
fis-5092	156	23	matrices	matrix	NOUN
fis-5092	156	24	quickly	quickly	ADV
fis-5092	156	25	and	and	CCONJ
fis-5092	156	26	affordably	affordably	ADV
fis-5092	156	27	.	.	PUNCT
fis-5092	157	1	according	accord	VERB
fis-5092	157	2	to	to	ADP
fis-5092	157	3	fig	fig	NOUN
fis-5092	157	4	.	.	PUNCT
fis-5092	158	1	11	11	NUM
fis-5092	158	2	,	,	PUNCT
fis-5092	158	3	the	the	DET
fis-5092	158	4	reinforcement	reinforcement	NOUN
fis-5092	158	5	was	be	AUX
fis-5092	158	6	fully	fully	ADV
fis-5092	158	7	bonded	bond	VERB
fis-5092	158	8	and	and	CCONJ
fis-5092	158	9	embedded	embed	VERB
fis-5092	158	10	in	in	ADP
fis-5092	158	11	the	the	DET
fis-5092	158	12	concrete	concrete	ADJ
fis-5092	158	13	region	region	NOUN
fis-5092	158	14	.	.	PUNCT
fis-5092	159	1	as	as	SCONJ
fis-5092	159	2	seen	see	VERB
fis-5092	159	3	in	in	ADP
fis-5092	159	4	fig	fig	NOUN
fis-5092	159	5	.	.	PUNCT
fis-5092	160	1	12	12	NUM
fis-5092	160	2	,	,	PUNCT
fis-5092	160	3	the	the	DET
fis-5092	160	4	axial	axial	ADJ
fis-5092	160	5	loading	loading	NOUN
fis-5092	160	6	configuration	configuration	NOUN
fis-5092	160	7	and	and	CCONJ
fis-5092	160	8	boundary	boundary	ADJ
fis-5092	160	9	condition	condition	NOUN
fis-5092	160	10	were	be	AUX
fis-5092	160	11	employed	employ	VERB
fis-5092	160	12	in	in	ADP
fis-5092	160	13	the	the	DET
fis-5092	160	14	fe	fe	PROPN
fis-5092	160	15	model	model	NOUN
fis-5092	160	16	as	as	ADP
fis-5092	160	17	experimental	experimental	ADJ
fis-5092	160	18	testing	testing	NOUN
fis-5092	160	19	.	.	PUNCT
fis-5092	161	1	material	material	NOUN
fis-5092	161	2	models	model	NOUN
fis-5092	161	3	the	the	DET
fis-5092	161	4	concrete	concrete	ADJ
fis-5092	161	5	damage	damage	NOUN
fis-5092	161	6	plasticity	plasticity	NOUN
fis-5092	161	7	(	(	PUNCT
fis-5092	161	8	cdp	cdp	NOUN
fis-5092	161	9	)	)	PUNCT
fis-5092	161	10	model	model	NOUN
fis-5092	161	11	in	in	ADP
fis-5092	161	12	abaqus	abaqus	NOUN
fis-5092	161	13	/	/	SYM
fis-5092	161	14	standard	standard	NOUN
fis-5092	161	15	[	[	X
fis-5092	161	16	19	19	NUM
fis-5092	161	17	]	]	PUNCT
fis-5092	161	18	was	be	AUX
fis-5092	161	19	used	use	VERB
fis-5092	161	20	to	to	PART
fis-5092	161	21	study	study	VERB
fis-5092	161	22	normal	normal	ADJ
fis-5092	161	23	concrete	concrete	ADJ
fis-5092	161	24	and	and	CCONJ
fis-5092	161	25	rubberized	rubberize	VERB
fis-5092	161	26	concrete	concrete	NOUN
fis-5092	161	27	's	's	PART
fis-5092	161	28	triaxial	triaxial	ADJ
fis-5092	161	29	constitutive	constitutive	ADJ
fis-5092	161	30	behavior	behavior	NOUN
fis-5092	161	31	(	(	PUNCT
fis-5092	161	32	see	see	VERB
fis-5092	161	33	fig.13).this	fig.13).this	PRON
fis-5092	161	34	damage	damage	NOUN
fis-5092	161	35	model	model	NOUN
fis-5092	161	36	for	for	ADP
fis-5092	161	37	concrete	concrete	NOUN
fis-5092	161	38	is	be	AUX
fis-5092	161	39	based	base	VERB
fis-5092	161	40	on	on	ADP
fis-5092	161	41	continuum	continuum	ADJ
fis-5092	161	42	plasticity	plasticity	NOUN
fis-5092	161	43	and	and	CCONJ
fis-5092	161	44	suggests	suggest	VERB
fis-5092	161	45	that	that	SCONJ
fis-5092	161	46	the	the	DET
fis-5092	161	47	material	material	NOUN
fis-5092	161	48	would	would	AUX
fis-5092	161	49	break	break	VERB
fis-5092	161	50	under	under	ADP
fis-5092	161	51	tensile	tensile	NOUN
fis-5092	161	52	cracking	crack	VERB
fis-5092	161	53	as	as	ADV
fis-5092	161	54	well	well	ADV
fis-5092	161	55	as	as	ADP
fis-5092	161	56	compressive	compressive	ADJ
fis-5092	161	57	crushing	crushing	NOUN
fis-5092	161	58	.	.	PUNCT
fis-5092	162	1	represented	represent	VERB
fis-5092	162	2	in	in	ADP
fis-5092	162	3	the	the	DET
fis-5092	162	4	effective	effective	ADJ
fis-5092	162	5	stress	stress	NOUN
fis-5092	162	6	space	space	NOUN
fis-5092	162	7	,	,	PUNCT
fis-5092	162	8	the	the	DET
fis-5092	162	9	yield	yield	NOUN
fis-5092	162	10	function	function	NOUN
fis-5092	162	11	based	base	VERB
fis-5092	162	12	on	on	ADP
fis-5092	162	13	the	the	DET
fis-5092	162	14	von	von	PROPN
fis-5092	162	15	mises	mises	PROPN
fis-5092	162	16	equivalent	equivalent	ADJ
fis-5092	162	17	stress	stress	NOUN
fis-5092	162	18	and	and	CCONJ
fis-5092	162	19	the	the	DET
fis-5092	162	20	hydrostatic	hydrostatic	ADJ
fis-5092	162	21	stress	stress	NOUN
fis-5092	162	22	,	,	PUNCT
fis-5092	162	23	respectively	respectively	ADV
fis-5092	162	24	.	.	PUNCT
fis-5092	163	1	the	the	DET
fis-5092	163	2	constitutive	constitutive	ADJ
fis-5092	163	3	models	model	NOUN
fis-5092	163	4	of	of	ADP
fis-5092	163	5	concrete	concrete	NOUN
fis-5092	163	6	in	in	ADP
fis-5092	163	7	compression	compression	NOUN
fis-5092	163	8	and	and	CCONJ
fis-5092	163	9	tension	tension	NOUN
fis-5092	163	10	were	be	AUX
fis-5092	163	11	calibrated	calibrate	VERB
fis-5092	163	12	using	use	VERB
fis-5092	163	13	experimental	experimental	ADJ
fis-5092	163	14	data	datum	NOUN
fis-5092	163	15	(	(	PUNCT
fis-5092	163	16	fig	fig	NOUN
fis-5092	163	17	.	.	PUNCT
fis-5092	164	1	14(a	14(a	NUM
fis-5092	164	2	,	,	PUNCT
fis-5092	164	3	b	b	NOUN
fis-5092	164	4	)	)	PUNCT
fis-5092	164	5	)	)	PUNCT
fis-5092	164	6	.	.	PUNCT
fis-5092	165	1	a	a	DET
fis-5092	165	2	bilinear	bilinear	NOUN
fis-5092	165	3	stress	stress	NOUN
fis-5092	165	4	-	-	PUNCT
fis-5092	165	5	strain	strain	NOUN
fis-5092	165	6	curve	curve	NOUN
fis-5092	165	7	is	be	AUX
fis-5092	165	8	used	use	VERB
fis-5092	165	9	in	in	ADP
fis-5092	165	10	fig	fig	NOUN
fis-5092	165	11	.	.	PUNCT
fis-5092	166	1	14(a	14(a	NUM
fis-5092	166	2	,	,	PUNCT
fis-5092	166	3	b	b	NOUN
fis-5092	166	4	)	)	PUNCT
fis-5092	166	5	to	to	PART
fis-5092	166	6	model	model	VERB
fis-5092	166	7	the	the	DET
fis-5092	166	8	uniaxial	uniaxial	ADJ
fis-5092	166	9	tensile	tensile	NOUN
fis-5092	166	10	behavior	behavior	NOUN
fis-5092	166	11	of	of	ADP
fis-5092	166	12	concrete	concrete	NOUN
fis-5092	166	13	.	.	PUNCT
fis-5092	167	1	after	after	SCONJ
fis-5092	167	2	the	the	DET
fis-5092	167	3	maximum	maximum	ADJ
fis-5092	167	4	tensile	tensile	NOUN
fis-5092	167	5	strain	strain	NOUN
fis-5092	167	6	was	be	AUX
fis-5092	167	7	achieved	achieve	VERB
fis-5092	167	8	,	,	PUNCT
fis-5092	167	9	the	the	DET
fis-5092	167	10	stress	stress	NOUN
fis-5092	167	11	decreased	decrease	VERB
fis-5092	167	12	linearly	linearly	ADV
fis-5092	167	13	to	to	ADP
fis-5092	167	14	zero	zero	NUM
fis-5092	167	15	.	.	PUNCT
fis-5092	168	1	fig	fig	NOUN
fis-5092	168	2	.	.	PUNCT
fis-5092	169	1	14(c	14(c	NUM
fis-5092	169	2	)	)	PUNCT
fis-5092	169	3	displays	display	VERB
fis-5092	169	4	the	the	DET
fis-5092	169	5	simulation	simulation	NOUN
fis-5092	169	6	of	of	ADP
fis-5092	169	7	the	the	DET
fis-5092	169	8	reinforcing	reinforce	VERB
fis-5092	169	9	steel	steel	NOUN
fis-5092	169	10	bars	bar	NOUN
fis-5092	169	11	and	and	CCONJ
fis-5092	169	12	stirrups	stirrup	NOUN
fis-5092	169	13	using	use	VERB
fis-5092	169	14	a	a	DET
fis-5092	169	15	linearly	linearly	ADV
fis-5092	169	16	elastic	elastic	ADJ
fis-5092	169	17	-	-	PUNCT
fis-5092	169	18	plastic	plastic	NOUN
fis-5092	169	19	model	model	NOUN
fis-5092	169	20	.	.	PUNCT
fis-5092	170	1	the	the	DET
fis-5092	170	2	volumetric	volumetric	ADJ
fis-5092	170	3	plastic	plastic	NOUN
fis-5092	170	4	strain	strain	NOUN
fis-5092	170	5	variations	variation	NOUN
fis-5092	170	6	of	of	ADP
fis-5092	170	7	the	the	DET
fis-5092	170	8	material	material	NOUN
fis-5092	170	9	are	be	AUX
fis-5092	170	10	defined	define	VERB
fis-5092	170	11	by	by	ADP
fis-5092	170	12	the	the	DET
fis-5092	170	13	cdp	cdp	NOUN
fis-5092	170	14	model	model	NOUN
fis-5092	170	15	by	by	ADP
fis-5092	170	16	considering	consider	VERB
fis-5092	170	17	a	a	DET
fis-5092	170	18	non	non	ADJ
fis-5092	170	19	-	-	ADJ
fis-5092	170	20	associated	associated	ADJ
fis-5092	170	21	plastic	plastic	ADJ
fis-5092	170	22	potential	potential	ADJ
fis-5092	170	23	flow	flow	NOUN
fis-5092	170	24	rule	rule	NOUN
fis-5092	170	25	.	.	PUNCT
fis-5092	171	1	the	the	DET
fis-5092	171	2	drucker	drucker	PROPN
fis-5092	171	3	-	-	PUNCT
fis-5092	171	4	prager	prager	PROPN
fis-5092	171	5	hyperbolic	hyperbolic	ADJ
fis-5092	171	6	function	function	NOUN
fis-5092	171	7	represents	represent	VERB
fis-5092	171	8	the	the	DET
fis-5092	171	9	plastic	plastic	ADJ
fis-5092	171	10	potential	potential	ADJ
fis-5092	171	11	flow	flow	NOUN
fis-5092	171	12	function	function	NOUN
fis-5092	171	13	(	(	PUNCT
fis-5092	171	14	g	g	NOUN
fis-5092	171	15	)	)	PUNCT
fis-5092	171	16	,	,	PUNCT
fis-5092	171	17	which	which	PRON
fis-5092	171	18	is	be	AUX
fis-5092	171	19	expressed	express	VERB
fis-5092	171	20	differently	differently	ADV
fis-5092	171	21	from	from	ADP
fis-5092	171	22	the	the	DET
fis-5092	171	23	yield	yield	NOUN
fis-5092	171	24	function	function	NOUN
fis-5092	171	25	.	.	PUNCT
fis-5092	172	1	for	for	ADP
fis-5092	172	2	steel	steel	NOUN
fis-5092	172	3	reinforcement	reinforcement	NOUN
fis-5092	172	4	,	,	PUNCT
fis-5092	172	5	bi	bi	ADJ
fis-5092	172	6	-	-	ADJ
fis-5092	172	7	linear	linear	ADJ
fis-5092	172	8	elastoplastic	elastoplastic	ADJ
fis-5092	172	9	behavior	behavior	NOUN
fis-5092	172	10	was	be	AUX
fis-5092	172	11	adopted	adopt	VERB
fis-5092	172	12	with	with	ADP
fis-5092	172	13	an	an	DET
fis-5092	172	14	elastic	elastic	ADJ
fis-5092	172	15	modulus	modulus	NOUN
fis-5092	172	16	of	of	ADP
fis-5092	172	17	200	200	NUM
fis-5092	172	18	gpa	gpa	NOUN
fis-5092	172	19	and	and	CCONJ
fis-5092	172	20	a	a	DET
fis-5092	172	21	poisson	poisson	NOUN
fis-5092	172	22	's	's	PART
fis-5092	172	23	ratio	ratio	NOUN
fis-5092	172	24	of	of	ADP
fis-5092	172	25	0.3	0.3	NUM
fis-5092	172	26	.	.	PUNCT
fis-5092	173	1	after	after	SCONJ
fis-5092	173	2	the	the	DET
fis-5092	173	3	longitudinal	longitudinal	ADJ
fis-5092	173	4	reinforcement	reinforcement	NOUN
fis-5092	173	5	and	and	CCONJ
fis-5092	173	6	stirrups	stirrup	NOUN
fis-5092	173	7	had	have	AUX
fis-5092	173	8	yielded	yield	VERB
fis-5092	173	9	,	,	PUNCT
fis-5092	173	10	linear	linear	ADJ
fis-5092	173	11	strain	strain	NOUN
fis-5092	173	12	hardening	harden	VERB
fis-5092	173	13	was	be	AUX
fis-5092	173	14	considered	consider	VERB
fis-5092	173	15	,	,	PUNCT
fis-5092	173	16	and	and	CCONJ
fis-5092	173	17	the	the	DET
fis-5092	173	18	fracture	fracture	NOUN
fis-5092	173	19	of	of	ADP
fis-5092	173	20	the	the	DET
fis-5092	173	21	rebar	rebar	NOUN
fis-5092	173	22	was	be	AUX
fis-5092	173	23	estimated	estimate	VERB
fis-5092	173	24	when	when	SCONJ
fis-5092	173	25	the	the	DET
fis-5092	173	26	steel	steel	NOUN
fis-5092	173	27	rebars	rebar	NOUN
fis-5092	173	28	achieved	achieve	VERB
fis-5092	173	29	their	their	PRON
fis-5092	173	30	maximum	maximum	ADJ
fis-5092	173	31	strength	strength	NOUN
fis-5092	173	32	.	.	PUNCT
fis-5092	174	1	at	at	ADP
fis-5092	174	2	the	the	DET
fis-5092	174	3	final	final	ADJ
fis-5092	174	4	strain	strain	NOUN
fis-5092	174	5	point	point	NOUN
fis-5092	174	6	,	,	PUNCT
fis-5092	174	7	an	an	DET
fis-5092	174	8	enormous	enormous	ADJ
fis-5092	174	9	drop	drop	NOUN
fis-5092	174	10	in	in	ADP
fis-5092	174	11	stress	stress	NOUN
fis-5092	174	12	was	be	AUX
fis-5092	174	13	characteristic	characteristic	ADJ
fis-5092	174	14	of	of	ADP
fis-5092	174	15	reinforcement	reinforcement	NOUN
fis-5092	174	16	fracture	fracture	NOUN
fis-5092	174	17	.	.	PUNCT
fis-5092	175	1	t	t	PROPN
fis-5092	175	2	h.	h.	PROPN
fis-5092	175	3	a.	a.	PROPN
fis-5092	175	4	mohamed	mohamed	PROPN
fis-5092	175	5	et	et	PROPN
fis-5092	175	6	alii	alii	PROPN
fis-5092	175	7	,	,	PUNCT
fis-5092	175	8	frattura	frattura	PROPN
fis-5092	175	9	ed	ed	PROPN
fis-5092	175	10	integrità	integrità	PROPN
fis-5092	175	11	strutturale	strutturale	PROPN
fis-5092	175	12	,	,	PUNCT
fis-5092	175	13	70	70	NUM
fis-5092	175	14	(	(	PUNCT
fis-5092	175	15	2024	2024	NUM
fis-5092	175	16	)	)	PUNCT
fis-5092	175	17	286	286	NUM
fis-5092	175	18	-	-	SYM
fis-5092	175	19	309	309	NUM
fis-5092	175	20	;	;	PUNCT
fis-5092	175	21	doi	doi	NOUN
fis-5092	175	22	:	:	PUNCT
fis-5092	175	23	10.3221	10.3221	NUM
fis-5092	175	24	/	/	SYM
fis-5092	175	25	igf	igf	PROPN
fis-5092	175	26	-	-	ADJ
fis-5092	175	27	esis.70.17	esis.70.17	ADJ
fis-5092	175	28	297	297	NUM
fis-5092	175	29	figure	figure	NOUN
fis-5092	175	30	11	11	NUM
fis-5092	175	31	.	.	PUNCT
fis-5092	176	1	finite	finite	PROPN
fis-5092	176	2	element	element	PROPN
fis-5092	176	3	model	model	NOUN
fis-5092	176	4	figure	figure	NOUN
fis-5092	176	5	12	12	NUM
fis-5092	176	6	.	.	PUNCT
fis-5092	177	1	the	the	DET
fis-5092	177	2	fe	fe	PROPN
fis-5092	177	3	model	model	NOUN
fis-5092	177	4	's	's	PART
fis-5092	177	5	boundary	boundary	ADJ
fis-5092	177	6	conditions	condition	NOUN
fis-5092	177	7	and	and	CCONJ
fis-5092	177	8	loads	load	NOUN
fis-5092	177	9	.	.	PUNCT
fis-5092	178	1	acompression	acompression	NOUN
fis-5092	178	2	btension	btension	NOUN
fis-5092	178	3	crubberized	crubberize	VERB
fis-5092	178	4	concrete	concrete	ADJ
fis-5092	178	5	figure	figure	NOUN
fis-5092	178	6	13	13	NUM
fis-5092	178	7	.	.	PUNCT
fis-5092	179	1	the	the	DET
fis-5092	179	2	plasticity	plasticity	NOUN
fis-5092	179	3	model	model	NOUN
fis-5092	179	4	for	for	ADP
fis-5092	179	5	concrete	concrete	ADJ
fis-5092	179	6	damage	damage	NOUN
fis-5092	179	7	provided	provide	VERB
fis-5092	179	8	by	by	ADP
fis-5092	179	9	abaqus	abaqus	NOUN
fis-5092	179	10	[	[	X
fis-5092	179	11	19	19	NUM
fis-5092	179	12	]	]	PUNCT
fis-5092	179	13	.	.	PUNCT
fis-5092	180	1	fe	fe	PROPN
fis-5092	180	2	validation	validation	NOUN
fis-5092	180	3	in	in	ADP
fis-5092	180	4	terms	term	NOUN
fis-5092	180	5	of	of	ADP
fis-5092	180	6	load	load	NOUN
fis-5092	180	7	-	-	PUNCT
fis-5092	180	8	displacement	displacement	ADJ
fis-5092	180	9	curves	curve	NOUN
fis-5092	180	10	,	,	PUNCT
fis-5092	180	11	figs	fig	NOUN
fis-5092	180	12	.	.	X
fis-5092	181	1	15	15	NUM
fis-5092	181	2	and	and	CCONJ
fis-5092	181	3	16	16	NUM
fis-5092	181	4	present	present	ADJ
fis-5092	181	5	a	a	DET
fis-5092	181	6	comparison	comparison	NOUN
fis-5092	181	7	between	between	ADP
fis-5092	181	8	experimental	experimental	ADJ
fis-5092	181	9	and	and	CCONJ
fis-5092	181	10	finite	finite	ADJ
fis-5092	181	11	element	element	NOUN
fis-5092	181	12	findings	finding	NOUN
fis-5092	181	13	.	.	PUNCT
fis-5092	182	1	all	all	DET
fis-5092	182	2	the	the	DET
fis-5092	182	3	specimens	specimen	NOUN
fis-5092	182	4	'	'	PART
fis-5092	182	5	fe	fe	PROPN
fis-5092	182	6	findings	finding	NOUN
fis-5092	182	7	revealed	reveal	VERB
fis-5092	182	8	behaviors	behavior	NOUN
fis-5092	182	9	that	that	PRON
fis-5092	182	10	were	be	AUX
fis-5092	182	11	almost	almost	ADV
fis-5092	182	12	identical	identical	ADJ
fis-5092	182	13	to	to	ADP
fis-5092	182	14	those	those	PRON
fis-5092	182	15	seen	see	VERB
fis-5092	182	16	experimentally	experimentally	ADV
fis-5092	182	17	,	,	PUNCT
fis-5092	182	18	although	although	SCONJ
fis-5092	182	19	with	with	ADP
fis-5092	182	20	a	a	DET
fis-5092	182	21	more	more	ADV
fis-5092	182	22	noticeable	noticeable	ADJ
fis-5092	182	23	deviation	deviation	NOUN
fis-5092	182	24	.	.	PUNCT
fis-5092	183	1	the	the	DET
fis-5092	183	2	influence	influence	NOUN
fis-5092	183	3	of	of	ADP
fis-5092	183	4	the	the	DET
fis-5092	183	5	elements	element	NOUN
fis-5092	183	6	under	under	ADP
fis-5092	183	7	investigation	investigation	NOUN
fis-5092	183	8	was	be	AUX
fis-5092	183	9	almost	almost	ADV
fis-5092	183	10	identical	identical	ADJ
fis-5092	183	11	to	to	ADP
fis-5092	183	12	the	the	DET
fis-5092	183	13	experimental	experimental	ADJ
fis-5092	183	14	data	datum	NOUN
fis-5092	183	15	,	,	PUNCT
fis-5092	183	16	indicating	indicate	VERB
fis-5092	183	17	that	that	SCONJ
fis-5092	183	18	the	the	DET
fis-5092	183	19	fe	fe	PROPN
fis-5092	183	20	model	model	NOUN
fis-5092	183	21	can	can	AUX
fis-5092	183	22	accurately	accurately	ADV
fis-5092	183	23	predict	predict	VERB
fis-5092	183	24	the	the	DET
fis-5092	183	25	performance	performance	NOUN
fis-5092	183	26	of	of	ADP
fis-5092	183	27	rubberized	rubberize	VERB
fis-5092	183	28	concrete	concrete	ADJ
fis-5092	183	29	columns	column	NOUN
fis-5092	183	30	with	with	ADP
fis-5092	183	31	respect	respect	NOUN
fis-5092	183	32	to	to	ADP
fis-5092	183	33	their	their	PRON
fis-5092	183	34	load	load	NOUN
fis-5092	183	35	capacity	capacity	NOUN
fis-5092	183	36	and	and	CCONJ
fis-5092	183	37	mode	mode	NOUN
fis-5092	183	38	of	of	ADP
fis-5092	183	39	failure	failure	NOUN
fis-5092	183	40	(	(	PUNCT
fis-5092	183	41	fig	fig	NOUN
fis-5092	183	42	.	.	PUNCT
fis-5092	184	1	17	17	NUM
fis-5092	184	2	)	)	PUNCT
fis-5092	184	3	.	.	PUNCT
fis-5092	185	1	table	table	NOUN
fis-5092	185	2	4	4	NUM
fis-5092	185	3	illustrates	illustrate	VERB
fis-5092	185	4	the	the	DET
fis-5092	185	5	ultimate	ultimate	ADJ
fis-5092	185	6	load	load	NOUN
fis-5092	185	7	and	and	CCONJ
fis-5092	185	8	displacement	displacement	NOUN
fis-5092	185	9	at	at	ADP
fis-5092	185	10	ultimate	ultimate	ADJ
fis-5092	185	11	load	load	NOUN
fis-5092	185	12	dependent	dependent	ADJ
fis-5092	185	13	on	on	ADP
fis-5092	185	14	the	the	DET
fis-5092	185	15	experimental	experimental	ADJ
fis-5092	185	16	and	and	CCONJ
fis-5092	185	17	fem	fem	NOUN
fis-5092	185	18	results	result	NOUN
fis-5092	185	19	.	.	PUNCT
fis-5092	186	1	with	with	ADP
fis-5092	186	2	error	error	NOUN
fis-5092	186	3	values	value	NOUN
fis-5092	186	4	ranging	range	VERB
fis-5092	186	5	from	from	ADP
fis-5092	186	6	2.56	2.56	NUM
fis-5092	186	7	%	%	NOUN
fis-5092	186	8	to	to	ADP
fis-5092	186	9	5.5	5.5	NUM
fis-5092	186	10	%	%	NOUN
fis-5092	186	11	for	for	ADP
fis-5092	186	12	ultimate	ultimate	ADJ
fis-5092	186	13	load	load	NOUN
fis-5092	186	14	and	and	CCONJ
fis-5092	186	15	from	from	ADP
fis-5092	186	16	8.9	8.9	NUM
fis-5092	186	17	%	%	NOUN
fis-5092	186	18	to	to	ADP
fis-5092	186	19	1.25	1.25	NUM
fis-5092	186	20	%	%	NOUN
fis-5092	186	21	for	for	ADP
fis-5092	186	22	displacement	displacement	NOUN
fis-5092	186	23	at	at	ADP
fis-5092	186	24	ultimate	ultimate	ADJ
fis-5092	186	25	load	load	NOUN
fis-5092	186	26	,	,	PUNCT
fis-5092	186	27	the	the	DET
fis-5092	186	28	findings	finding	NOUN
fis-5092	186	29	demonstrated	demonstrate	VERB
fis-5092	186	30	a	a	DET
fis-5092	186	31	high	high	ADJ
fis-5092	186	32	concurrence	concurrence	NOUN
fis-5092	186	33	between	between	ADP
fis-5092	186	34	the	the	DET
fis-5092	186	35	experimental	experimental	PROPN
fis-5092	186	36	h.	h.	PROPN
fis-5092	186	37	a.	a.	PROPN
fis-5092	186	38	mohamed	mohamed	PROPN
fis-5092	186	39	et	et	PROPN
fis-5092	186	40	alii	alii	PROPN
fis-5092	186	41	,	,	PUNCT
fis-5092	186	42	frattura	frattura	PROPN
fis-5092	186	43	ed	ed	PROPN
fis-5092	186	44	integrità	integrità	PROPN
fis-5092	186	45	strutturale	strutturale	PROPN
fis-5092	186	46	,	,	PUNCT
fis-5092	186	47	70	70	NUM
fis-5092	186	48	(	(	PUNCT
fis-5092	186	49	2024	2024	NUM
fis-5092	186	50	)	)	PUNCT
fis-5092	186	51	286	286	NUM
fis-5092	186	52	-	-	SYM
fis-5092	186	53	309	309	NUM
fis-5092	186	54	;	;	PUNCT
fis-5092	186	55	doi	doi	NOUN
fis-5092	186	56	:	:	PUNCT
fis-5092	186	57	10.3221	10.3221	NUM
fis-5092	186	58	/	/	SYM
fis-5092	186	59	igf	igf	PROPN
fis-5092	186	60	-	-	PROPN
fis-5092	186	61	esis.70.17	esis.70.17	ADJ
fis-5092	186	62	298	298	NUM
fis-5092	186	63	and	and	CCONJ
fis-5092	186	64	fem	fem	NOUN
fis-5092	186	65	analysis	analysis	NOUN
fis-5092	186	66	.	.	PUNCT
fis-5092	187	1	one	one	NUM
fis-5092	187	2	of	of	ADP
fis-5092	187	3	the	the	DET
fis-5092	187	4	appropriate	appropriate	ADJ
fis-5092	187	5	experiments	experiment	NOUN
fis-5092	187	6	that	that	PRON
fis-5092	187	7	was	be	AUX
fis-5092	187	8	done	do	VERB
fis-5092	187	9	to	to	PART
fis-5092	187	10	simulate	simulate	VERB
fis-5092	187	11	the	the	DET
fis-5092	187	12	rubberized	rubberize	VERB
fis-5092	187	13	concrete	concrete	ADJ
fis-5092	187	14	columns	column	NOUN
fis-5092	187	15	may	may	AUX
fis-5092	187	16	be	be	AUX
fis-5092	187	17	this	this	DET
fis-5092	187	18	numerical	numerical	ADJ
fis-5092	187	19	model	model	NOUN
fis-5092	187	20	.	.	PUNCT
fis-5092	188	1	aconcrete	aconcrete	PROPN
fis-5092	188	2	compressive	compressive	ADJ
fis-5092	188	3	stress	stress	NOUN
fis-5092	188	4	.	.	PUNCT
fis-5092	189	1	bconcrete	bconcrete	ADJ
fis-5092	189	2	tension	tension	NOUN
fis-5092	189	3	stress	stress	NOUN
fis-5092	189	4	csteel	csteel	ADJ
fis-5092	189	5	figure	figure	NOUN
fis-5092	189	6	14	14	NUM
fis-5092	189	7	.	.	PUNCT
fis-5092	190	1	models	model	NOUN
fis-5092	190	2	of	of	ADP
fis-5092	190	3	constituent	constituent	NOUN
fis-5092	190	4	materials	material	NOUN
fis-5092	190	5	used	use	VERB
fis-5092	190	6	in	in	ADP
fis-5092	190	7	finite	finite	ADJ
fis-5092	190	8	element	element	NOUN
fis-5092	190	9	analysis	analysis	NOUN
fis-5092	190	10	.	.	PUNCT
fis-5092	191	1	figure	figure	NOUN
fis-5092	191	2	15	15	NUM
fis-5092	191	3	.	.	PUNCT
fis-5092	191	4	fe	fe	X
fis-5092	191	5	and	and	CCONJ
fis-5092	191	6	experimental	experimental	ADJ
fis-5092	191	7	load	load	NOUN
fis-5092	191	8	-	-	PUNCT
fis-5092	191	9	displacement	displacement	ADJ
fis-5092	191	10	curve	curve	NOUN
fis-5092	191	11	comparison	comparison	NOUN
fis-5092	191	12	for	for	ADP
fis-5092	191	13	circular	circular	ADJ
fis-5092	191	14	columns	column	NOUN
fis-5092	191	15	.	.	PUNCT
fis-5092	192	1	figure	figure	VERB
fis-5092	192	2	16	16	NUM
fis-5092	192	3	fe	fe	NOUN
fis-5092	192	4	and	and	CCONJ
fis-5092	192	5	experimental	experimental	ADJ
fis-5092	192	6	load	load	NOUN
fis-5092	192	7	-	-	PUNCT
fis-5092	192	8	displacement	displacement	ADJ
fis-5092	192	9	curve	curve	NOUN
fis-5092	192	10	comparison	comparison	NOUN
fis-5092	192	11	for	for	ADP
fis-5092	192	12	square	square	ADJ
fis-5092	192	13	columns	column	NOUN
fis-5092	192	14	.	.	PUNCT
fis-5092	193	1	h.	h.	PROPN
fis-5092	193	2	a.	a.	PROPN
fis-5092	193	3	mohamed	mohamed	PROPN
fis-5092	193	4	et	et	PROPN
fis-5092	193	5	alii	alii	PROPN
fis-5092	193	6	,	,	PUNCT
fis-5092	193	7	frattura	frattura	PROPN
fis-5092	193	8	ed	ed	PROPN
fis-5092	193	9	integrità	integrità	PROPN
fis-5092	193	10	strutturale	strutturale	PROPN
fis-5092	193	11	,	,	PUNCT
fis-5092	193	12	70	70	NUM
fis-5092	193	13	(	(	PUNCT
fis-5092	193	14	2024	2024	NUM
fis-5092	193	15	)	)	PUNCT
fis-5092	193	16	286	286	NUM
fis-5092	193	17	-	-	SYM
fis-5092	193	18	309	309	NUM
fis-5092	193	19	;	;	PUNCT
fis-5092	193	20	doi	doi	NOUN
fis-5092	193	21	:	:	PUNCT
fis-5092	193	22	10.3221	10.3221	NUM
fis-5092	193	23	/	/	SYM
fis-5092	193	24	igf	igf	PROPN
fis-5092	193	25	-	-	ADJ
fis-5092	193	26	esis.70.17	esis.70.17	ADJ
fis-5092	193	27	299	299	NUM
fis-5092	193	28	table	table	NOUN
fis-5092	193	29	4	4	NUM
fis-5092	193	30	:	:	PUNCT
fis-5092	193	31	experimental	experimental	ADJ
fis-5092	193	32	vs.	vs.	X
fis-5092	193	33	fem	fem	NOUN
fis-5092	193	34	results	result	NOUN
fis-5092	193	35	.	.	PUNCT
fis-5092	194	1	asquare	asquare	VERB
fis-5092	194	2	specimen	speciman	NOUN
fis-5092	194	3	(	(	PUNCT
fis-5092	194	4	r0%h1.8s	r0%h1.8s	ADV
fis-5092	194	5	)	)	PUNCT
fis-5092	194	6	bcircular	bcircular	ADJ
fis-5092	194	7	specimen	speciman	NOUN
fis-5092	194	8	(	(	PUNCT
fis-5092	194	9	r10%h1.5c	r10%h1.5c	PROPN
fis-5092	194	10	)	)	PUNCT
fis-5092	194	11	figure	figure	NOUN
fis-5092	194	12	17	17	NUM
fis-5092	194	13	.	.	PUNCT
fis-5092	195	1	crack	crack	VERB
fis-5092	195	2	patterns	pattern	NOUN
fis-5092	195	3	at	at	ADP
fis-5092	195	4	column	column	NOUN
fis-5092	195	5	failure	failure	NOUN
fis-5092	195	6	comparing	compare	VERB
fis-5092	195	7	experimental	experimental	ADJ
fis-5092	195	8	and	and	CCONJ
fis-5092	195	9	finite	finite	ADJ
fis-5092	195	10	element	element	NOUN
fis-5092	195	11	models	model	NOUN
fis-5092	195	12	.	.	PUNCT
fis-5092	196	1	fe	fe	PROPN
fis-5092	196	2	verification	verification	NOUN
fis-5092	196	3	model	model	NOUN
fis-5092	196	4	(	(	PUNCT
fis-5092	196	5	rc	rc	PROPN
fis-5092	196	6	columns	column	NOUN
fis-5092	196	7	at	at	ADP
fis-5092	196	8	cyclic	cyclic	ADJ
fis-5092	196	9	loading	loading	NOUN
fis-5092	196	10	)	)	PUNCT
fis-5092	196	11	a	a	DET
fis-5092	196	12	3d	3d	NUM
fis-5092	196	13	nonlinear	nonlinear	ADJ
fis-5092	196	14	model	model	NOUN
fis-5092	196	15	of	of	ADP
fis-5092	196	16	the	the	DET
fis-5092	196	17	rc	rc	PROPN
fis-5092	196	18	columns	column	NOUN
fis-5092	196	19	tested	test	VERB
fis-5092	196	20	by	by	ADP
fis-5092	196	21	hyeon	hyeon	PROPN
fis-5092	196	22	shin	shin	PROPN
fis-5092	197	1	[	[	X
fis-5092	197	2	20	20	NUM
fis-5092	197	3	]	]	PUNCT
fis-5092	197	4	in	in	ADP
fis-5092	197	5	terms	term	NOUN
fis-5092	197	6	of	of	ADP
fis-5092	197	7	geometry	geometry	NOUN
fis-5092	197	8	,	,	PUNCT
fis-5092	197	9	material	material	NOUN
fis-5092	197	10	composition	composition	NOUN
fis-5092	197	11	,	,	PUNCT
fis-5092	197	12	and	and	CCONJ
fis-5092	197	13	boundary	boundary	ADJ
fis-5092	197	14	conditions	condition	NOUN
fis-5092	197	15	was	be	AUX
fis-5092	197	16	presented	present	VERB
fis-5092	197	17	.	.	PUNCT
fis-5092	198	1	the	the	DET
fis-5092	198	2	square	square	ADJ
fis-5092	198	3	reinforced	reinforce	VERB
fis-5092	198	4	concrete	concrete	ADJ
fis-5092	198	5	column	column	NOUN
fis-5092	198	6	has	have	VERB
fis-5092	198	7	a	a	DET
fis-5092	198	8	cross	cross	ADJ
fis-5092	198	9	-	-	ADJ
fis-5092	198	10	sectional	sectional	ADJ
fis-5092	198	11	size	size	NOUN
fis-5092	198	12	of	of	ADP
fis-5092	198	13	600	600	NUM
fis-5092	198	14	mm	mm	NOUN
fis-5092	198	15	by	by	ADP
fis-5092	198	16	600	600	NUM
fis-5092	198	17	mm	mm	NOUN
fis-5092	198	18	and	and	CCONJ
fis-5092	198	19	a	a	DET
fis-5092	198	20	height	height	NOUN
fis-5092	198	21	of	of	ADP
fis-5092	198	22	5050	5050	NUM
fis-5092	198	23	mm	mm	NOUN
fis-5092	198	24	,	,	PUNCT
fis-5092	198	25	and	and	CCONJ
fis-5092	198	26	the	the	DET
fis-5092	198	27	concrete	concrete	ADJ
fis-5092	198	28	cover	cover	NOUN
fis-5092	198	29	is	be	AUX
fis-5092	198	30	70	70	NUM
fis-5092	198	31	mm	mm	NOUN
fis-5092	198	32	thick	thick	ADJ
fis-5092	198	33	.	.	PUNCT
fis-5092	199	1	the	the	DET
fis-5092	199	2	main	main	ADJ
fis-5092	199	3	reinforcement	reinforcement	NOUN
fis-5092	199	4	is	be	AUX
fis-5092	199	5	made	make	VERB
fis-5092	199	6	of	of	ADP
fis-5092	199	7	twenty	twenty	NUM
fis-5092	199	8	longitudinally	longitudinally	ADV
fis-5092	199	9	deformed	deform	VERB
fis-5092	199	10	rebars	rebar	NOUN
fis-5092	199	11	with	with	ADP
fis-5092	199	12	a	a	DET
fis-5092	199	13	diameter	diameter	NOUN
fis-5092	199	14	of	of	ADP
fis-5092	199	15	19	19	NUM
fis-5092	199	16	mm	mm	NOUN
fis-5092	199	17	.	.	PUNCT
fis-5092	200	1	the	the	DET
fis-5092	200	2	employed	employ	VERB
fis-5092	200	3	stirrups	stirrup	NOUN
fis-5092	200	4	were	be	AUX
fis-5092	200	5	13	13	NUM
fis-5092	200	6	mm	mm	NOUN
fis-5092	200	7	in	in	ADP
fis-5092	200	8	diameter	diameter	NOUN
fis-5092	200	9	and	and	CCONJ
fis-5092	200	10	spaced	space	VERB
fis-5092	200	11	300	300	NUM
fis-5092	200	12	mm	mm	NOUN
fis-5092	200	13	.	.	PUNCT
fis-5092	201	1	in	in	ADP
fis-5092	201	2	fig	fig	NOUN
fis-5092	201	3	.	.	PUNCT
fis-5092	202	1	18	18	NUM
fis-5092	202	2	,	,	PUNCT
fis-5092	202	3	the	the	DET
fis-5092	202	4	column	column	NOUN
fis-5092	202	5	specimen	speciman	NOUN
fis-5092	202	6	was	be	AUX
fis-5092	202	7	placed	place	VERB
fis-5092	202	8	between	between	ADP
fis-5092	202	9	a	a	DET
fis-5092	202	10	top	top	ADJ
fis-5092	202	11	rc	rc	PROPN
fis-5092	202	12	head	head	NOUN
fis-5092	202	13	measuring	measure	VERB
fis-5092	202	14	1300	1300	NUM
fis-5092	202	15	mm	mm	NOUN
fis-5092	202	16	,	,	PUNCT
fis-5092	202	17	600	600	NUM
fis-5092	202	18	mm	mm	NOUN
fis-5092	202	19	,	,	PUNCT
fis-5092	202	20	and	and	CCONJ
fis-5092	202	21	700	700	NUM
fis-5092	202	22	mm	mm	NOUN
fis-5092	202	23	and	and	CCONJ
fis-5092	202	24	a	a	DET
fis-5092	202	25	bottom	bottom	ADJ
fis-5092	202	26	rc	rc	PROPN
fis-5092	202	27	foundation	foundation	NOUN
fis-5092	202	28	measuring	measure	VERB
fis-5092	202	29	1600	1600	NUM
fis-5092	202	30	mm	mm	NOUN
fis-5092	202	31	,	,	PUNCT
fis-5092	202	32	1500	1500	NUM
fis-5092	202	33	mm	mm	NOUN
fis-5092	202	34	,	,	PUNCT
fis-5092	202	35	and	and	CCONJ
fis-5092	202	36	650	650	NUM
fis-5092	202	37	mm	mm	NOUN
fis-5092	202	38	to	to	PART
fis-5092	202	39	replicate	replicate	VERB
fis-5092	202	40	the	the	DET
fis-5092	202	41	fixed	fix	VERB
fis-5092	202	42	-	-	PUNCT
fis-5092	202	43	end	end	NOUN
fis-5092	202	44	boundary	boundary	ADJ
fis-5092	202	45	condition	condition	NOUN
fis-5092	202	46	.	.	PUNCT
fis-5092	203	1	rebar	rebar	NOUN
fis-5092	203	2	's	's	PART
fis-5092	203	3	nominal	nominal	ADJ
fis-5092	203	4	yield	yield	NOUN
fis-5092	203	5	strength	strength	NOUN
fis-5092	203	6	and	and	CCONJ
fis-5092	203	7	concrete	concrete	NOUN
fis-5092	203	8	's	's	PART
fis-5092	203	9	nominal	nominal	ADJ
fis-5092	203	10	compressive	compressive	ADJ
fis-5092	203	11	strength	strength	NOUN
fis-5092	203	12	are	be	AUX
fis-5092	203	13	400	400	NUM
fis-5092	203	14	mpa	mpa	NOUN
fis-5092	203	15	and	and	CCONJ
fis-5092	203	16	24	24	NUM
fis-5092	203	17	mpa	mpa	PROPN
fis-5092	203	18	,	,	PUNCT
fis-5092	203	19	respectively	respectively	ADV
fis-5092	203	20	.	.	PUNCT
fis-5092	204	1	according	accord	VERB
fis-5092	204	2	to	to	ADP
fis-5092	204	3	the	the	DET
fis-5092	204	4	loading	loading	NOUN
fis-5092	204	5	technique	technique	NOUN
fis-5092	204	6	described	describe	VERB
fis-5092	204	7	in	in	ADP
fis-5092	204	8	aci	aci	PROPN
fis-5092	204	9	374	374	NUM
fis-5092	204	10	[	[	X
fis-5092	204	11	21	21	NUM
fis-5092	204	12	]	]	X
fis-5092	204	13	,	,	PUNCT
fis-5092	204	14	as	as	SCONJ
fis-5092	204	15	seen	see	VERB
fis-5092	204	16	in	in	ADP
fis-5092	204	17	fig	fig	NOUN
fis-5092	204	18	.	.	PUNCT
fis-5092	205	1	19	19	NUM
fis-5092	205	2	,	,	PUNCT
fis-5092	205	3	the	the	DET
fis-5092	205	4	rc	rc	PROPN
fis-5092	205	5	column	column	NOUN
fis-5092	205	6	was	be	AUX
fis-5092	205	7	tested	test	VERB
fis-5092	205	8	under	under	ADP
fis-5092	205	9	lateral	lateral	ADJ
fis-5092	205	10	displacement	displacement	ADJ
fis-5092	205	11	control	control	NOUN
fis-5092	205	12	while	while	SCONJ
fis-5092	205	13	being	be	AUX
fis-5092	205	14	exposed	expose	VERB
fis-5092	205	15	to	to	ADP
fis-5092	205	16	a	a	DET
fis-5092	205	17	constant	constant	ADJ
fis-5092	205	18	axial	axial	ADJ
fis-5092	205	19	load	load	NOUN
fis-5092	205	20	of	of	ADP
fis-5092	205	21	855	855	NUM
fis-5092	205	22	kn	kn	PROPN
fis-5092	205	23	,	,	PUNCT
fis-5092	205	24	or	or	CCONJ
fis-5092	205	25	around	around	ADP
fis-5092	205	26	10	10	NUM
fis-5092	205	27	%	%	NOUN
fis-5092	205	28	of	of	ADP
fis-5092	205	29	its	its	PRON
fis-5092	205	30	axial	axial	ADJ
fis-5092	205	31	compressive	compressive	ADJ
fis-5092	205	32	capacity	capacity	NOUN
fis-5092	205	33	.	.	PUNCT
fis-5092	206	1	the	the	DET
fis-5092	206	2	fem	fem	NOUN
fis-5092	206	3	was	be	AUX
fis-5092	206	4	verified	verify	VERB
fis-5092	206	5	[	[	X
fis-5092	206	6	20	20	NUM
fis-5092	206	7	]	]	PUNCT
fis-5092	206	8	by	by	ADP
fis-5092	206	9	contrasting	contrast	VERB
fis-5092	206	10	the	the	DET
fis-5092	206	11	generated	generate	VERB
fis-5092	206	12	results	result	NOUN
fis-5092	206	13	with	with	ADP
fis-5092	206	14	the	the	DET
fis-5092	206	15	measured	measure	VERB
fis-5092	206	16	experimental	experimental	ADJ
fis-5092	206	17	data	datum	NOUN
fis-5092	206	18	.	.	PUNCT
fis-5092	207	1	fig	fig	NOUN
fis-5092	207	2	.	.	PUNCT
fis-5092	208	1	20	20	NUM
fis-5092	208	2	displays	display	VERB
fis-5092	208	3	a	a	DET
fis-5092	208	4	comparison	comparison	NOUN
fis-5092	208	5	of	of	ADP
fis-5092	208	6	the	the	DET
fis-5092	208	7	experimental	experimental	ADJ
fis-5092	208	8	and	and	CCONJ
fis-5092	208	9	fem	fem	NOUN
fis-5092	208	10	findings	finding	NOUN
fis-5092	208	11	for	for	ADP
fis-5092	208	12	the	the	DET
fis-5092	208	13	lateral	lateral	ADJ
fis-5092	208	14	load	load	NOUN
fis-5092	208	15	and	and	CCONJ
fis-5092	208	16	displacement	displacement	NOUN
fis-5092	208	17	of	of	ADP
fis-5092	208	18	the	the	DET
fis-5092	208	19	rc	rc	PROPN
fis-5092	208	20	column	column	NOUN
fis-5092	208	21	.	.	PUNCT
fis-5092	209	1	in	in	ADP
fis-5092	209	2	the	the	DET
fis-5092	209	3	specimen	speciman	NOUN
fis-5092	209	4	code	code	VERB
fis-5092	209	5	up	up	ADP
fis-5092	209	6	(	(	PUNCT
fis-5092	209	7	exp	exp	NOUN
fis-5092	209	8	.	.	PUNCT
fis-5092	209	9	)	)	PUNCT
fis-5092	210	1	(	(	PUNCT
fis-5092	210	2	kn	kn	PROPN
fis-5092	210	3	)	)	PUNCT
fis-5092	210	4	up	up	ADP
fis-5092	210	5	(	(	PUNCT
fis-5092	210	6	fem	fem	PROPN
fis-5092	210	7	.	.	PUNCT
fis-5092	210	8	)	)	PUNCT
fis-5092	211	1	(	(	PUNCT
fis-5092	211	2	kn	kn	NOUN
fis-5092	211	3	)	)	PUNCT
fis-5092	211	4	error	error	NOUN
fis-5092	211	5	(	(	PUNCT
fis-5092	211	6	%	%	INTJ
fis-5092	211	7	)	)	PUNCT
fis-5092	211	8	displacement	displacement	NOUN
fis-5092	211	9	at	at	ADP
fis-5092	211	10	ultimate	ultimate	ADJ
fis-5092	211	11	load	load	NOUN
fis-5092	211	12	(	(	PUNCT
fis-5092	211	13	exp	exp	NOUN
fis-5092	211	14	)	)	PUNCT
fis-5092	211	15	(	(	PUNCT
fis-5092	211	16	mm	mm	X
fis-5092	211	17	)	)	PUNCT
fis-5092	211	18	displacement	displacement	NOUN
fis-5092	211	19	at	at	ADP
fis-5092	211	20	ultimate	ultimate	ADJ
fis-5092	211	21	load	load	NOUN
fis-5092	211	22	(	(	PUNCT
fis-5092	211	23	fem	fem	PROPN
fis-5092	211	24	)	)	PUNCT
fis-5092	211	25	(	(	PUNCT
fis-5092	211	26	mm	mm	NOUN
fis-5092	211	27	)	)	PUNCT
fis-5092	211	28	error	error	NOUN
fis-5092	211	29	(	(	PUNCT
fis-5092	211	30	%	%	INTJ
fis-5092	211	31	)	)	PUNCT
fis-5092	211	32	r0%h1.5c	r0%h1.5c	ADJ
fis-5092	211	33	1611	1611	NUM
fis-5092	211	34	1686	1686	NUM
fis-5092	211	35	4.65	4.65	NUM
fis-5092	211	36	3.5	3.5	NUM
fis-5092	211	37	3.2	3.2	NUM
fis-5092	211	38	8.5	8.5	NUM
fis-5092	211	39	r10%h1.5c	r10%h1.5c	NOUN
fis-5092	211	40	1370	1370	NUM
fis-5092	211	41	1444	1444	NUM
fis-5092	211	42	5.4	5.4	NUM
fis-5092	211	43	3.6	3.6	NUM
fis-5092	211	44	3.4	3.4	NUM
fis-5092	211	45	5.5	5.5	NUM
fis-5092	211	46	r15%h1.5c	r15%h1.5c	NOUN
fis-5092	211	47	1285	1285	NUM
fis-5092	211	48	1345	1345	NUM
fis-5092	211	49	4.66	4.66	NUM
fis-5092	211	50	3.9	3.9	NUM
fis-5092	211	51	3.55	3.55	NUM
fis-5092	211	52	8.9	8.9	NUM
fis-5092	211	53	r0%h1.8c	r0%h1.8c	NUM
fis-5092	211	54	1600	1600	NUM
fis-5092	211	55	1655	1655	NUM
fis-5092	211	56	3.43	3.43	NUM
fis-5092	211	57	4	4	NUM
fis-5092	211	58	3.9	3.9	NUM
fis-5092	211	59	2.5	2.5	NUM
fis-5092	211	60	r10%h1.8c	r10%h1.8c	VERB
fis-5092	211	61	1389	1389	NUM
fis-5092	211	62	1458	1458	NUM
fis-5092	211	63	5	5	NUM
fis-5092	211	64	3.9	3.9	NUM
fis-5092	211	65	4.1	4.1	NUM
fis-5092	211	66	5.12	5.12	NUM
fis-5092	211	67	r15%h1.8c	r15%h1.8c	NOUN
fis-5092	211	68	1280	1280	NUM
fis-5092	211	69	1349	1349	NUM
fis-5092	211	70	5.4	5.4	NUM
fis-5092	211	71	3.95	3.95	NUM
fis-5092	211	72	4.25	4.25	NUM
fis-5092	211	73	7.5	7.5	NUM
fis-5092	211	74	r0%h1.5s	r0%h1.5s	NOUN
fis-5092	211	75	1880	1880	NUM
fis-5092	211	76	1927	1927	NUM
fis-5092	211	77	2.5	2.5	NUM
fis-5092	211	78	3.55	3.55	NUM
fis-5092	211	79	3.4	3.4	NUM
fis-5092	211	80	4.2	4.2	NUM
fis-5092	211	81	r10%h1.5s	r10%h1.5s	X
fis-5092	211	82	1639	1639	NUM
fis-5092	211	83	1689	1689	NUM
fis-5092	211	84	3	3	NUM
fis-5092	211	85	3.4	3.4	NUM
fis-5092	211	86	3.5	3.5	NUM
fis-5092	211	87	2.94	2.94	NUM
fis-5092	211	88	r15%h1.5s	r15%h1.5s	NOUN
fis-5092	211	89	1477	1477	NUM
fis-5092	211	90	1559	1559	NUM
fis-5092	211	91	5.5	5.5	NUM
fis-5092	211	92	3.8	3.8	NUM
fis-5092	211	93	3.65	3.65	NUM
fis-5092	211	94	3.95	3.95	NUM
fis-5092	211	95	r0%h1.8s	r0%h1.8	VERB
fis-5092	211	96	1850	1850	NUM
fis-5092	211	97	1889	1889	NUM
fis-5092	211	98	2.56	2.56	NUM
fis-5092	211	99	3.65	3.65	NUM
fis-5092	211	100	3.75	3.75	NUM
fis-5092	211	101	2.74	2.74	NUM
fis-5092	211	102	r10%h1.8s	r10%h1.8	NOUN
fis-5092	211	103	1525	1525	NUM
fis-5092	211	104	1603	1603	NUM
fis-5092	211	105	5.11	5.11	NUM
fis-5092	211	106	4	4	NUM
fis-5092	211	107	3.9	3.9	NUM
fis-5092	211	108	2.5	2.5	NUM
fis-5092	211	109	r15%h1.8s	r15%h1.8	NOUN
fis-5092	211	110	1450	1450	NUM
fis-5092	211	111	1519	1519	NUM
fis-5092	211	112	4.8	4.8	NUM
fis-5092	211	113	3.95	3.95	NUM
fis-5092	211	114	4	4	NUM
fis-5092	211	115	1.27	1.27	NUM
fis-5092	211	116	h.	h.	PROPN
fis-5092	211	117	a.	a.	PROPN
fis-5092	211	118	mohamed	mohamed	PROPN
fis-5092	211	119	et	et	PROPN
fis-5092	211	120	alii	alii	PROPN
fis-5092	211	121	,	,	PUNCT
fis-5092	211	122	frattura	frattura	PROPN
fis-5092	211	123	ed	ed	PROPN
fis-5092	211	124	integrità	integrità	PROPN
fis-5092	211	125	strutturale	strutturale	PROPN
fis-5092	211	126	,	,	PUNCT
fis-5092	211	127	70	70	NUM
fis-5092	211	128	(	(	PUNCT
fis-5092	211	129	2024	2024	NUM
fis-5092	211	130	)	)	PUNCT
fis-5092	211	131	286	286	NUM
fis-5092	211	132	-	-	SYM
fis-5092	211	133	309	309	NUM
fis-5092	211	134	;	;	PUNCT
fis-5092	211	135	doi	doi	NOUN
fis-5092	211	136	:	:	PUNCT
fis-5092	211	137	10.3221	10.3221	NUM
fis-5092	211	138	/	/	SYM
fis-5092	211	139	igf	igf	PROPN
fis-5092	211	140	-	-	ADJ
fis-5092	211	141	esis.70.17	esis.70.17	ADJ
fis-5092	211	142	300	300	NUM
fis-5092	211	143	experimental	experimental	ADJ
fis-5092	211	144	test	test	NOUN
fis-5092	211	145	,	,	PUNCT
fis-5092	211	146	the	the	DET
fis-5092	211	147	ultimate	ultimate	ADJ
fis-5092	211	148	lateral	lateral	ADJ
fis-5092	211	149	load	load	NOUN
fis-5092	211	150	was	be	AUX
fis-5092	211	151	323	323	NUM
fis-5092	211	152	kn	kn	PROPN
fis-5092	211	153	,	,	PUNCT
fis-5092	211	154	which	which	PRON
fis-5092	211	155	led	lead	VERB
fis-5092	211	156	to	to	ADP
fis-5092	211	157	a	a	DET
fis-5092	211	158	lateral	lateral	ADJ
fis-5092	211	159	displacement	displacement	NOUN
fis-5092	211	160	in	in	ADP
fis-5092	211	161	the	the	DET
fis-5092	211	162	column	column	NOUN
fis-5092	211	163	of	of	ADP
fis-5092	211	164	104.36	104.36	NUM
fis-5092	211	165	mm	mm	NOUN
fis-5092	211	166	in	in	ADP
fis-5092	211	167	the	the	DET
fis-5092	211	168	initial	initial	ADJ
fis-5092	211	169	loading	loading	NOUN
fis-5092	211	170	direction	direction	NOUN
fis-5092	211	171	and	and	CCONJ
fis-5092	211	172	263.9	263.9	NUM
fis-5092	211	173	kn	kn	PROPN
fis-5092	211	174	,	,	PUNCT
fis-5092	211	175	which	which	PRON
fis-5092	211	176	resulted	result	VERB
fis-5092	211	177	in	in	ADP
fis-5092	211	178	a	a	DET
fis-5092	211	179	displacement	displacement	NOUN
fis-5092	211	180	of	of	ADP
fis-5092	211	181	127	127	NUM
fis-5092	211	182	mm	mm	NOUN
fis-5092	211	183	in	in	ADP
fis-5092	211	184	the	the	DET
fis-5092	211	185	negative	negative	ADJ
fis-5092	211	186	loading	loading	NOUN
fis-5092	211	187	direction	direction	NOUN
fis-5092	211	188	.	.	PUNCT
fis-5092	212	1	the	the	DET
fis-5092	212	2	fem	fem	NOUN
fis-5092	212	3	model	model	NOUN
fis-5092	212	4	obtained	obtain	VERB
fis-5092	212	5	results	result	NOUN
fis-5092	212	6	with	with	ADP
fis-5092	212	7	errors	error	NOUN
fis-5092	212	8	of	of	ADP
fis-5092	212	9	0.83	0.83	NUM
fis-5092	212	10	%	%	NOUN
fis-5092	212	11	and	and	CCONJ
fis-5092	212	12	6.2	6.2	NUM
fis-5092	212	13	%	%	NOUN
fis-5092	212	14	for	for	ADP
fis-5092	212	15	the	the	DET
fis-5092	212	16	lateral	lateral	ADJ
fis-5092	212	17	load	load	NOUN
fis-5092	212	18	and	and	CCONJ
fis-5092	212	19	displacement	displacement	NOUN
fis-5092	212	20	in	in	ADP
fis-5092	212	21	the	the	DET
fis-5092	212	22	initially	initially	ADV
fis-5092	212	23	loading	loading	NOUN
fis-5092	212	24	direction	direction	NOUN
fis-5092	212	25	,	,	PUNCT
fis-5092	212	26	respectively	respectively	ADV
fis-5092	212	27	,	,	PUNCT
fis-5092	212	28	of	of	ADP
fis-5092	212	29	335	335	NUM
fis-5092	212	30	kn	kn	NOUN
fis-5092	212	31	and	and	CCONJ
fis-5092	212	32	97.9	97.9	NUM
fis-5092	212	33	mm	mm	NOUN
fis-5092	212	34	.	.	PUNCT
fis-5092	213	1	the	the	DET
fis-5092	213	2	values	value	NOUN
fis-5092	213	3	of	of	ADP
fis-5092	213	4	the	the	DET
fis-5092	213	5	load	load	NOUN
fis-5092	213	6	and	and	CCONJ
fis-5092	213	7	displacement	displacement	NOUN
fis-5092	213	8	in	in	ADP
fis-5092	213	9	the	the	DET
fis-5092	213	10	other	other	ADJ
fis-5092	213	11	loading	loading	NOUN
fis-5092	213	12	direction	direction	NOUN
fis-5092	213	13	were	be	AUX
fis-5092	213	14	269.42	269.42	NUM
fis-5092	213	15	kn	kn	NOUN
fis-5092	213	16	and	and	CCONJ
fis-5092	213	17	131.38	131.38	NUM
fis-5092	213	18	mm	mm	PROPN
fis-5092	213	19	,	,	PUNCT
fis-5092	213	20	respectively	respectively	ADV
fis-5092	213	21	,	,	PUNCT
fis-5092	213	22	with	with	ADP
fis-5092	213	23	errors	error	NOUN
fis-5092	213	24	of	of	ADP
fis-5092	213	25	2.1	2.1	NUM
fis-5092	213	26	%	%	NOUN
fis-5092	213	27	and	and	CCONJ
fis-5092	213	28	3.12	3.12	NUM
fis-5092	213	29	%	%	NOUN
fis-5092	213	30	.	.	PUNCT
fis-5092	214	1	flexural	flexural	ADJ
fis-5092	214	2	fractures	fracture	NOUN
fis-5092	214	3	first	first	ADV
fis-5092	214	4	showed	show	VERB
fis-5092	214	5	up	up	ADP
fis-5092	214	6	7.4	7.4	NUM
fis-5092	214	7	mm	mm	NOUN
fis-5092	214	8	in	in	ADP
fis-5092	214	9	the	the	DET
fis-5092	214	10	direction	direction	NOUN
fis-5092	214	11	of	of	ADP
fis-5092	214	12	the	the	DET
fis-5092	214	13	initial	initial	ADJ
fis-5092	214	14	load	load	NOUN
fis-5092	214	15	on	on	ADP
fis-5092	214	16	the	the	DET
fis-5092	214	17	tensile	tensile	NOUN
fis-5092	214	18	sides	side	NOUN
fis-5092	214	19	of	of	ADP
fis-5092	214	20	the	the	DET
fis-5092	214	21	plastic	plastic	ADJ
fis-5092	214	22	hinge	hinge	NOUN
fis-5092	214	23	region	region	NOUN
fis-5092	214	24	.	.	PUNCT
fis-5092	215	1	after	after	ADP
fis-5092	215	2	achieving	achieve	VERB
fis-5092	215	3	its	its	PRON
fis-5092	215	4	maximum	maximum	ADJ
fis-5092	215	5	load	load	NOUN
fis-5092	215	6	,	,	PUNCT
fis-5092	215	7	the	the	DET
fis-5092	215	8	concrete	concrete	NOUN
fis-5092	215	9	near	near	ADP
fis-5092	215	10	the	the	DET
fis-5092	215	11	bottom	bottom	NOUN
fis-5092	215	12	of	of	ADP
fis-5092	215	13	the	the	DET
fis-5092	215	14	rc	rc	PROPN
fis-5092	215	15	foundation	foundation	PROPN
fis-5092	215	16	experienced	experience	VERB
fis-5092	215	17	significant	significant	ADJ
fis-5092	215	18	crushing	crush	VERB
fis-5092	215	19	when	when	SCONJ
fis-5092	215	20	the	the	DET
fis-5092	215	21	splitting	splitting	NOUN
fis-5092	215	22	of	of	ADP
fis-5092	215	23	the	the	DET
fis-5092	215	24	concrete	concrete	ADJ
fis-5092	215	25	cover	cover	NOUN
fis-5092	215	26	began	begin	VERB
fis-5092	215	27	,	,	PUNCT
fis-5092	215	28	with	with	ADP
fis-5092	215	29	an	an	DET
fis-5092	215	30	implemented	implement	VERB
fis-5092	215	31	displacement	displacement	NOUN
fis-5092	215	32	of	of	ADP
fis-5092	215	33	127	127	NUM
fis-5092	215	34	mm	mm	NOUN
fis-5092	215	35	.	.	PUNCT
fis-5092	216	1	figure	figure	NOUN
fis-5092	216	2	18	18	NUM
fis-5092	216	3	.	.	PUNCT
fis-5092	217	1	details	detail	NOUN
fis-5092	217	2	of	of	ADP
fis-5092	217	3	rc	rc	PROPN
fis-5092	217	4	column	column	PROPN
fis-5092	217	5	.	.	PUNCT
fis-5092	218	1	figure	figure	VERB
fis-5092	218	2	19	19	NUM
fis-5092	218	3	.	.	PUNCT
fis-5092	219	1	the	the	DET
fis-5092	219	2	loading	loading	NOUN
fis-5092	219	3	protocol	protocol	NOUN
fis-5092	219	4	imposed	impose	VERB
fis-5092	219	5	on	on	ADP
fis-5092	219	6	the	the	DET
fis-5092	219	7	column	column	NOUN
fis-5092	219	8	[	[	X
fis-5092	219	9	21	21	NUM
fis-5092	219	10	]	]	PUNCT
fis-5092	219	11	.	.	PUNCT
fis-5092	220	1	fe	fe	PROPN
fis-5092	220	2	verification	verification	NOUN
fis-5092	220	3	model	model	NOUN
fis-5092	220	4	(	(	PUNCT
fis-5092	220	5	rrc	rrc	PROPN
fis-5092	220	6	columns	column	NOUN
fis-5092	220	7	at	at	ADP
fis-5092	220	8	cyclic	cyclic	ADJ
fis-5092	220	9	loading	loading	NOUN
fis-5092	220	10	)	)	PUNCT
fis-5092	220	11	a	a	DET
fis-5092	220	12	proposed	propose	VERB
fis-5092	220	13	3	3	NUM
fis-5092	220	14	-	-	SYM
fis-5092	220	15	d	d	NOUN
fis-5092	220	16	model	model	NOUN
fis-5092	220	17	has	have	VERB
fis-5092	220	18	the	the	DET
fis-5092	220	19	same	same	ADJ
fis-5092	220	20	geometry	geometry	NOUN
fis-5092	220	21	,	,	PUNCT
fis-5092	220	22	material	material	NOUN
fis-5092	220	23	properties	property	NOUN
fis-5092	220	24	,	,	PUNCT
fis-5092	220	25	boundary	boundary	ADJ
fis-5092	220	26	conditions	condition	NOUN
fis-5092	220	27	,	,	PUNCT
fis-5092	220	28	and	and	CCONJ
fis-5092	220	29	loading	loading	NOUN
fis-5092	220	30	pattern	pattern	NOUN
fis-5092	220	31	as	as	ADP
fis-5092	220	32	the	the	DET
fis-5092	220	33	rrc	rrc	PROPN
fis-5092	220	34	column	column	NOUN
fis-5092	220	35	tested	test	VERB
fis-5092	220	36	by	by	ADP
fis-5092	220	37	elghazouli	elghazouli	PROPN
fis-5092	221	1	[	[	X
fis-5092	221	2	14	14	NUM
fis-5092	221	3	]	]	PUNCT
fis-5092	221	4	.	.	PUNCT
fis-5092	222	1	the	the	DET
fis-5092	222	2	column	column	NOUN
fis-5092	222	3	's	's	PART
fis-5092	222	4	total	total	ADJ
fis-5092	222	5	length	length	NOUN
fis-5092	222	6	and	and	CCONJ
fis-5092	222	7	span	span	NOUN
fis-5092	222	8	length	length	NOUN
fis-5092	222	9	were	be	AUX
fis-5092	222	10	1350	1350	NUM
fis-5092	222	11	and	and	CCONJ
fis-5092	222	12	1000	1000	NUM
fis-5092	222	13	mm	mm	NOUN
fis-5092	222	14	,	,	PUNCT
fis-5092	222	15	respectively	respectively	ADV
fis-5092	222	16	,	,	PUNCT
fis-5092	222	17	while	while	SCONJ
fis-5092	222	18	the	the	DET
fis-5092	222	19	column	column	NOUN
fis-5092	222	20	had	have	VERB
fis-5092	222	21	a	a	DET
fis-5092	222	22	diameter	diameter	NOUN
fis-5092	222	23	of	of	ADP
fis-5092	222	24	250	250	NUM
fis-5092	222	25	mm	mm	NOUN
fis-5092	222	26	.	.	PUNCT
fis-5092	223	1	eight	eight	NUM
fis-5092	223	2	12	12	NUM
fis-5092	223	3	mm	mm	ADJ
fis-5092	223	4	-	-	PUNCT
fis-5092	223	5	diameter	diameter	NOUN
fis-5092	223	6	steel	steel	NOUN
fis-5092	223	7	bars	bar	NOUN
fis-5092	223	8	and	and	CCONJ
fis-5092	223	9	ten	ten	NUM
fis-5092	223	10	mm	mm	NOUN
fis-5092	223	11	circular	circular	ADJ
fis-5092	223	12	stirrups	stirrup	NOUN
fis-5092	223	13	placed	place	VERB
fis-5092	223	14	100	100	NUM
fis-5092	223	15	mm	mm	NOUN
fis-5092	223	16	apart	apart	ADV
fis-5092	223	17	served	serve	VERB
fis-5092	223	18	as	as	ADP
fis-5092	223	19	longitudinal	longitudinal	ADJ
fis-5092	223	20	reinforcement	reinforcement	NOUN
fis-5092	223	21	for	for	ADP
fis-5092	223	22	the	the	DET
fis-5092	223	23	column	column	NOUN
fis-5092	223	24	.	.	PUNCT
fis-5092	224	1	as	as	SCONJ
fis-5092	224	2	seen	see	VERB
fis-5092	224	3	in	in	ADP
fis-5092	224	4	fig	fig	NOUN
fis-5092	224	5	.	.	PUNCT
fis-5092	225	1	21	21	NUM
fis-5092	225	2	,	,	PUNCT
fis-5092	225	3	the	the	DET
fis-5092	225	4	column	column	NOUN
fis-5092	225	5	is	be	AUX
fis-5092	225	6	composed	compose	VERB
fis-5092	225	7	of	of	ADP
fis-5092	225	8	a	a	DET
fis-5092	225	9	rectangular	rectangular	ADJ
fis-5092	225	10	base	base	NOUN
fis-5092	225	11	measuring	measure	VERB
fis-5092	225	12	2100	2100	NUM
fis-5092	225	13	x	x	SYM
fis-5092	225	14	600	600	NUM
fis-5092	225	15	x	x	SYM
fis-5092	225	16	400	400	NUM
fis-5092	225	17	mm	mm	NOUN
fis-5092	225	18	and	and	CCONJ
fis-5092	225	19	a	a	DET
fis-5092	225	20	rectangle	rectangle	NOUN
fis-5092	225	21	top	top	ADJ
fis-5092	225	22	cap	cap	NOUN
fis-5092	225	23	measuring	measure	VERB
fis-5092	225	24	400	400	NUM
fis-5092	225	25	x	x	SYM
fis-5092	225	26	400	400	NUM
fis-5092	225	27	x	x	SYM
fis-5092	225	28	300	300	NUM
fis-5092	225	29	mm	mm	NOUN
fis-5092	225	30	.	.	PUNCT
fis-5092	226	1	the	the	DET
fis-5092	226	2	column	column	NOUN
fis-5092	226	3	has	have	VERB
fis-5092	226	4	60	60	NUM
fis-5092	226	5	%	%	NOUN
fis-5092	226	6	rubberized	rubberize	VERB
fis-5092	226	7	concrete	concrete	ADJ
fis-5092	226	8	replacement	replacement	NOUN
fis-5092	226	9	.	.	PUNCT
fis-5092	227	1	the	the	DET
fis-5092	227	2	column	column	NOUN
fis-5092	227	3	's	's	PART
fis-5092	227	4	concrete	concrete	NOUN
fis-5092	227	5	has	have	VERB
fis-5092	227	6	a	a	DET
fis-5092	227	7	fcu	fcu	NOUN
fis-5092	227	8	of	of	ADP
fis-5092	227	9	7.45	7.45	NUM
fis-5092	227	10	mpa	mpa	NOUN
fis-5092	227	11	.	.	PUNCT
fis-5092	228	1	the	the	DET
fis-5092	228	2	longitudinal	longitudinal	ADJ
fis-5092	228	3	reinforcement	reinforcement	NOUN
fis-5092	228	4	's	's	PART
fis-5092	228	5	ultimate	ultimate	ADJ
fis-5092	228	6	and	and	CCONJ
fis-5092	228	7	yield	yield	NOUN
fis-5092	228	8	strengths	strength	NOUN
fis-5092	228	9	were	be	AUX
fis-5092	228	10	619	619	NUM
fis-5092	228	11	and	and	CCONJ
fis-5092	228	12	526	526	NUM
fis-5092	228	13	mpa	mpa	NOUN
fis-5092	228	14	,	,	PUNCT
fis-5092	228	15	respectively	respectively	ADV
fis-5092	228	16	.	.	PUNCT
fis-5092	229	1	transverse	transverse	PROPN
fis-5092	229	2	reinforcement	reinforcement	NOUN
fis-5092	229	3	's	's	PART
fis-5092	229	4	ultimate	ultimate	ADJ
fis-5092	229	5	strength	strength	NOUN
fis-5092	229	6	and	and	CCONJ
fis-5092	229	7	yield	yield	NOUN
fis-5092	229	8	were	be	AUX
fis-5092	229	9	603	603	NUM
fis-5092	229	10	mpa	mpa	NOUN
fis-5092	229	11	and	and	CCONJ
fis-5092	229	12	496	496	NUM
fis-5092	229	13	mpa	mpa	NOUN
fis-5092	229	14	,	,	PUNCT
fis-5092	229	15	respectively	respectively	ADV
fis-5092	229	16	.	.	PUNCT
fis-5092	230	1	about	about	ADV
fis-5092	230	2	15	15	NUM
fis-5092	230	3	%	%	NOUN
fis-5092	230	4	of	of	ADP
fis-5092	230	5	the	the	DET
fis-5092	230	6	nominal	nominal	ADJ
fis-5092	230	7	axial	axial	ADJ
fis-5092	230	8	capacity	capacity	NOUN
fis-5092	230	9	was	be	AUX
fis-5092	230	10	applied	apply	VERB
fis-5092	230	11	to	to	ADP
fis-5092	230	12	the	the	DET
fis-5092	230	13	column	column	NOUN
fis-5092	230	14	by	by	ADP
fis-5092	230	15	the	the	DET
fis-5092	230	16	20	20	NUM
fis-5092	230	17	kn	kn	PROPN
fis-5092	230	18	axial	axial	ADJ
fis-5092	230	19	load	load	NOUN
fis-5092	230	20	.	.	PUNCT
fis-5092	231	1	the	the	DET
fis-5092	231	2	lateral	lateral	ADJ
fis-5092	231	3	cyclic	cyclic	ADJ
fis-5092	231	4	displacements	displacement	NOUN
fis-5092	231	5	were	be	AUX
fis-5092	231	6	applied	apply	VERB
fis-5092	231	7	in	in	ADP
fis-5092	231	8	three	three	NUM
fis-5092	231	9	cycles	cycle	NOUN
fis-5092	231	10	:	:	PUNCT
fis-5092	231	11	1.0	1.0	NUM
fis-5092	231	12	δy	δy	NOUN
fis-5092	231	13	,	,	PUNCT
fis-5092	231	14	2.0	2.0	NUM
fis-5092	231	15	δy	δy	NOUN
fis-5092	231	16	,	,	PUNCT
fis-5092	231	17	and	and	CCONJ
fis-5092	231	18	(	(	PUNCT
fis-5092	231	19	2	2	NUM
fis-5092	231	20	+	+	NUM
fis-5092	231	21	2n	2n	NUM
fis-5092	231	22	)	)	PUNCT
fis-5092	231	23	×	×	PROPN
fis-5092	231	24	δy	δy	NOUN
fis-5092	231	25	.	.	PUNCT
fis-5092	232	1	in	in	ADP
fis-5092	232	2	each	each	DET
fis-5092	232	3	cycle	cycle	NOUN
fis-5092	232	4	,	,	PUNCT
fis-5092	232	5	δy	δy	NOUN
fis-5092	232	6	represents	represent	VERB
fis-5092	232	7	the	the	DET
fis-5092	232	8	predicted	predict	VERB
fis-5092	232	9	lateral	lateral	ADJ
fis-5092	232	10	yield	yield	NOUN
fis-5092	232	11	deformation	deformation	NOUN
fis-5092	232	12	,	,	PUNCT
fis-5092	232	13	and	and	CCONJ
fis-5092	232	14	n	n	PRON
fis-5092	232	15	can	can	AUX
fis-5092	232	16	be	be	AUX
fis-5092	232	17	any	any	DET
fis-5092	232	18	number	number	NOUN
fis-5092	232	19	between	between	ADP
fis-5092	232	20	1	1	NUM
fis-5092	232	21	and	and	CCONJ
fis-5092	232	22	4	4	NUM
fis-5092	232	23	.	.	PUNCT
fis-5092	233	1	in	in	ADP
fis-5092	233	2	cases	case	NOUN
fis-5092	233	3	where	where	SCONJ
fis-5092	233	4	the	the	DET
fis-5092	233	5	primary	primary	ADJ
fis-5092	233	6	reinforcement	reinforcement	NOUN
fis-5092	233	7	was	be	AUX
fis-5092	233	8	lifted	lift	VERB
fis-5092	233	9	at	at	ADP
fis-5092	233	10	a	a	DET
fis-5092	233	11	lateral	lateral	ADJ
fis-5092	233	12	displacement	displacement	ADJ
fis-5092	233	13	δy	δy	NOUN
fis-5092	233	14	of	of	ADP
fis-5092	233	15	around	around	ADV
fis-5092	233	16	10	10	NUM
fis-5092	233	17	mm	mm	NOUN
fis-5092	233	18	.	.	PUNCT
fis-5092	234	1	the	the	DET
fis-5092	234	2	fem	fem	NOUN
fis-5092	234	3	was	be	AUX
fis-5092	234	4	verified	verify	VERB
fis-5092	234	5	by	by	ADP
fis-5092	234	6	contrasting	contrast	VERB
fis-5092	234	7	the	the	DET
fis-5092	234	8	resulting	result	VERB
fis-5092	234	9	findings	finding	NOUN
fis-5092	234	10	with	with	ADP
fis-5092	234	11	the	the	DET
fis-5092	234	12	obtained	obtain	VERB
fis-5092	234	13	experimental	experimental	ADJ
fis-5092	234	14	data	datum	NOUN
fis-5092	234	15	.	.	PUNCT
fis-5092	235	1	the	the	DET
fis-5092	235	2	experimental	experimental	ADJ
fis-5092	235	3	[	[	X
fis-5092	235	4	14	14	NUM
fis-5092	235	5	]	]	PUNCT
fis-5092	235	6	and	and	CCONJ
fis-5092	235	7	fem	fem	NOUN
fis-5092	235	8	results	result	NOUN
fis-5092	235	9	for	for	ADP
fis-5092	235	10	the	the	DET
fis-5092	235	11	lateral	lateral	ADJ
fis-5092	235	12	load	load	NOUN
fis-5092	235	13	and	and	CCONJ
fis-5092	235	14	displacement	displacement	NOUN
fis-5092	235	15	of	of	ADP
fis-5092	235	16	the	the	DET
fis-5092	235	17	rrc	rrc	PROPN
fis-5092	235	18	column	column	NOUN
fis-5092	235	19	are	be	AUX
fis-5092	235	20	shown	show	VERB
fis-5092	235	21	in	in	ADP
fis-5092	235	22	fig	fig	NOUN
fis-5092	235	23	.	.	PUNCT
fis-5092	236	1	22	22	NUM
fis-5092	236	2	.	.	PUNCT
fis-5092	237	1	in	in	ADP
fis-5092	237	2	the	the	DET
fis-5092	237	3	experimental	experimental	ADJ
fis-5092	237	4	test	test	NOUN
fis-5092	237	5	,	,	PUNCT
fis-5092	237	6	the	the	DET
fis-5092	237	7	highest	high	ADJ
fis-5092	237	8	lateral	lateral	ADJ
fis-5092	237	9	load	load	NOUN
fis-5092	237	10	was	be	AUX
fis-5092	237	11	54	54	NUM
fis-5092	237	12	kn	kn	NOUN
fis-5092	237	13	at	at	ADP
fis-5092	237	14	a	a	DET
fis-5092	237	15	lateral	lateral	ADJ
fis-5092	237	16	displacement	displacement	NOUN
fis-5092	237	17	of	of	ADP
fis-5092	237	18	35	35	NUM
fis-5092	237	19	mm	mm	NOUN
fis-5092	237	20	in	in	ADP
fis-5092	237	21	the	the	DET
fis-5092	237	22	initial	initial	ADJ
fis-5092	237	23	loading	loading	NOUN
fis-5092	237	24	direction	direction	NOUN
fis-5092	237	25	,	,	PUNCT
fis-5092	237	26	while	while	SCONJ
fis-5092	237	27	in	in	ADP
fis-5092	237	28	the	the	DET
fis-5092	237	29	negative	negative	ADJ
fis-5092	237	30	loading	loading	NOUN
fis-5092	237	31	direction	direction	NOUN
fis-5092	237	32	,	,	PUNCT
fis-5092	237	33	the	the	DET
fis-5092	237	34	maximum	maximum	ADJ
fis-5092	237	35	lateral	lateral	ADJ
fis-5092	237	36	load	load	NOUN
fis-5092	237	37	and	and	CCONJ
fis-5092	237	38	displacement	displacement	NOUN
fis-5092	237	39	were	be	AUX
fis-5092	237	40	50	50	NUM
fis-5092	237	41	kn	kn	NOUN
fis-5092	237	42	and	and	CCONJ
fis-5092	237	43	34.6	34.6	NUM
fis-5092	237	44	mm	mm	NOUN
fis-5092	237	45	,	,	PUNCT
fis-5092	237	46	respectively	respectively	ADV
fis-5092	237	47	.	.	PUNCT
fis-5092	238	1	the	the	DET
fis-5092	238	2	fem	fem	NOUN
fis-5092	238	3	model	model	NOUN
fis-5092	238	4	's	's	PART
fis-5092	238	5	lateral	lateral	ADJ
fis-5092	238	6	load	load	NOUN
fis-5092	238	7	and	and	CCONJ
fis-5092	238	8	displacement	displacement	NOUN
fis-5092	238	9	in	in	ADP
fis-5092	238	10	the	the	DET
fis-5092	238	11	original	original	ADJ
fis-5092	238	12	loading	loading	NOUN
fis-5092	238	13	direction	direction	NOUN
fis-5092	238	14	were	be	AUX
fis-5092	238	15	58	58	NUM
fis-5092	238	16	kn	kn	NOUN
fis-5092	238	17	and	and	CCONJ
fis-5092	238	18	37.9	37.9	NUM
fis-5092	238	19	mm	mm	NOUN
fis-5092	238	20	,	,	PUNCT
fis-5092	238	21	respectively	respectively	ADV
fis-5092	238	22	,	,	PUNCT
fis-5092	238	23	with	with	ADP
fis-5092	238	24	errors	error	NOUN
fis-5092	238	25	of	of	ADP
fis-5092	238	26	6.9	6.9	NUM
fis-5092	238	27	%	%	NOUN
fis-5092	238	28	and	and	CCONJ
fis-5092	238	29	7.65	7.65	NUM
fis-5092	238	30	%	%	NOUN
fis-5092	238	31	.	.	PUNCT
fis-5092	239	1	the	the	DET
fis-5092	239	2	lateral	lateral	ADJ
fis-5092	239	3	load	load	NOUN
fis-5092	239	4	and	and	CCONJ
fis-5092	239	5	displacement	displacement	NOUN
fis-5092	239	6	in	in	ADP
fis-5092	239	7	the	the	DET
fis-5092	239	8	opposite	opposite	ADJ
fis-5092	239	9	loading	loading	NOUN
fis-5092	239	10	direction	direction	NOUN
fis-5092	239	11	were	be	AUX
fis-5092	239	12	54.6	54.6	NUM
fis-5092	239	13	kn	kn	NOUN
fis-5092	239	14	and	and	CCONJ
fis-5092	239	15	35.2	35.2	NUM
fis-5092	239	16	mm	mm	NOUN
fis-5092	239	17	,	,	PUNCT
fis-5092	239	18	respectively	respectively	ADV
fis-5092	239	19	,	,	PUNCT
fis-5092	239	20	with	with	ADP
fis-5092	239	21	errors	error	NOUN
fis-5092	239	22	of	of	ADP
fis-5092	239	23	8.4	8.4	NUM
fis-5092	239	24	%	%	NOUN
fis-5092	239	25	and	and	CCONJ
fis-5092	239	26	1.7	1.7	NUM
fis-5092	239	27	%	%	NOUN
fis-5092	239	28	.	.	PUNCT
fis-5092	240	1	h.	h.	PROPN
fis-5092	240	2	a.	a.	PROPN
fis-5092	240	3	mohamed	mohamed	PROPN
fis-5092	240	4	et	et	PROPN
fis-5092	240	5	alii	alii	PROPN
fis-5092	240	6	,	,	PUNCT
fis-5092	240	7	frattura	frattura	PROPN
fis-5092	240	8	ed	ed	PROPN
fis-5092	240	9	integrità	integrità	PROPN
fis-5092	240	10	strutturale	strutturale	PROPN
fis-5092	240	11	,	,	PUNCT
fis-5092	240	12	70	70	NUM
fis-5092	240	13	(	(	PUNCT
fis-5092	240	14	2024	2024	NUM
fis-5092	240	15	)	)	PUNCT
fis-5092	240	16	286	286	NUM
fis-5092	240	17	-	-	SYM
fis-5092	240	18	309	309	NUM
fis-5092	240	19	;	;	PUNCT
fis-5092	240	20	doi	doi	NOUN
fis-5092	240	21	:	:	PUNCT
fis-5092	240	22	10.3221	10.3221	NUM
fis-5092	240	23	/	/	SYM
fis-5092	240	24	igf	igf	PROPN
fis-5092	240	25	-	-	PROPN
fis-5092	240	26	esis.70.17	esis.70.17	PROPN
fis-5092	240	27	301	301	NUM
fis-5092	240	28	aload	aload	NOUN
fis-5092	240	29	-	-	PUNCT
fis-5092	240	30	displacement	displacement	NOUN
fis-5092	240	31	curves	curve	NOUN
fis-5092	240	32	bbackbone	bbackbone	NOUN
fis-5092	240	33	curve	curve	NOUN
fis-5092	240	34	figure	figure	NOUN
fis-5092	240	35	20	20	NUM
fis-5092	240	36	.	.	PUNCT
fis-5092	241	1	experimental	experimental	ADJ
fis-5092	241	2	[	[	X
fis-5092	241	3	20	20	NUM
fis-5092	241	4	]	]	PUNCT
fis-5092	241	5	vs.	vs.	X
fis-5092	241	6	fem	fem	X
fis-5092	241	7	lateral	lateral	ADJ
fis-5092	241	8	load	load	NOUN
fis-5092	241	9	–	–	PUNCT
fis-5092	241	10	lateral	lateral	ADJ
fis-5092	241	11	displacement	displacement	NOUN
fis-5092	241	12	of	of	ADP
fis-5092	241	13	rc	rc	PROPN
fis-5092	241	14	column	column	PROPN
fis-5092	241	15	.	.	PUNCT
fis-5092	242	1	figure	figure	NOUN
fis-5092	242	2	21	21	NUM
fis-5092	242	3	.	.	PUNCT
fis-5092	243	1	details	detail	NOUN
fis-5092	243	2	of	of	ADP
fis-5092	243	3	rrc	rrc	PROPN
fis-5092	243	4	column	column	NOUN
fis-5092	243	5	.	.	PUNCT
fis-5092	244	1	rubberized	rubberize	VERB
fis-5092	244	2	concrete	concrete	ADJ
fis-5092	244	3	columns	column	NOUN
fis-5092	244	4	'	'	PART
fis-5092	244	5	response	response	NOUN
fis-5092	244	6	at	at	ADP
fis-5092	244	7	cyclic	cyclic	ADJ
fis-5092	244	8	loading	loading	NOUN
fis-5092	244	9	in	in	ADP
fis-5092	244	10	this	this	DET
fis-5092	244	11	research	research	NOUN
fis-5092	244	12	,	,	PUNCT
fis-5092	244	13	the	the	DET
fis-5092	244	14	behavior	behavior	NOUN
fis-5092	244	15	of	of	ADP
fis-5092	244	16	the	the	DET
fis-5092	244	17	experimentally	experimentally	ADV
fis-5092	244	18	tested	test	VERB
fis-5092	244	19	columns	column	NOUN
fis-5092	244	20	when	when	SCONJ
fis-5092	244	21	exposed	expose	VERB
fis-5092	244	22	to	to	ADP
fis-5092	244	23	cyclic	cyclic	ADJ
fis-5092	244	24	loads	load	NOUN
fis-5092	244	25	was	be	AUX
fis-5092	244	26	investigated	investigate	VERB
fis-5092	244	27	numerically	numerically	ADV
fis-5092	244	28	using	use	VERB
fis-5092	244	29	the	the	DET
fis-5092	244	30	fem	fem	NOUN
fis-5092	244	31	for	for	ADP
fis-5092	244	32	square	square	ADJ
fis-5092	244	33	reinforced	reinforce	VERB
fis-5092	244	34	concrete	concrete	ADJ
fis-5092	244	35	columns	column	NOUN
fis-5092	244	36	with	with	ADP
fis-5092	244	37	identical	identical	ADJ
fis-5092	244	38	geometry	geometry	NOUN
fis-5092	244	39	,	,	PUNCT
fis-5092	244	40	material	material	NOUN
fis-5092	244	41	characteristics	characteristic	NOUN
fis-5092	244	42	,	,	PUNCT
fis-5092	244	43	and	and	CCONJ
fis-5092	244	44	boundary	boundary	ADJ
fis-5092	244	45	conditions	condition	NOUN
fis-5092	244	46	.	.	PUNCT
fis-5092	245	1	a	a	DET
fis-5092	245	2	reference	reference	NOUN
fis-5092	245	3	point	point	NOUN
fis-5092	245	4	at	at	ADP
fis-5092	245	5	the	the	DET
fis-5092	245	6	top	top	NOUN
fis-5092	245	7	of	of	ADP
fis-5092	245	8	the	the	DET
fis-5092	245	9	column	column	NOUN
fis-5092	245	10	was	be	AUX
fis-5092	245	11	used	use	VERB
fis-5092	245	12	to	to	PART
fis-5092	245	13	apply	apply	VERB
fis-5092	245	14	a	a	DET
fis-5092	245	15	constant	constant	ADJ
fis-5092	245	16	vertical	vertical	ADJ
fis-5092	245	17	load	load	NOUN
fis-5092	245	18	.	.	PUNCT
fis-5092	246	1	following	follow	VERB
fis-5092	246	2	the	the	DET
fis-5092	246	3	application	application	NOUN
fis-5092	246	4	of	of	ADP
fis-5092	246	5	the	the	DET
fis-5092	246	6	axial	axial	ADJ
fis-5092	246	7	load	load	NOUN
fis-5092	246	8	in	in	ADP
fis-5092	246	9	the	the	DET
fis-5092	246	10	first	first	ADJ
fis-5092	246	11	stage	stage	NOUN
fis-5092	246	12	,	,	PUNCT
fis-5092	246	13	a	a	DET
fis-5092	246	14	horizontal	horizontal	ADJ
fis-5092	246	15	displacement	displacement	NOUN
fis-5092	246	16	was	be	AUX
fis-5092	246	17	applied	apply	VERB
fis-5092	246	18	via	via	ADP
fis-5092	246	19	a	a	DET
fis-5092	246	20	reference	reference	NOUN
fis-5092	246	21	point	point	NOUN
fis-5092	246	22	attached	attach	VERB
fis-5092	246	23	to	to	ADP
fis-5092	246	24	the	the	DET
fis-5092	246	25	column	column	NOUN
fis-5092	246	26	head	head	NOUN
fis-5092	246	27	as	as	ADP
fis-5092	246	28	part	part	NOUN
fis-5092	246	29	of	of	ADP
fis-5092	246	30	a	a	DET
fis-5092	246	31	displacement	displacement	ADJ
fis-5092	246	32	control	control	NOUN
fis-5092	246	33	technique	technique	NOUN
fis-5092	246	34	in	in	ADP
fis-5092	246	35	the	the	DET
fis-5092	246	36	second	second	ADJ
fis-5092	246	37	stage	stage	NOUN
fis-5092	246	38	(	(	PUNCT
fis-5092	246	39	see	see	VERB
fis-5092	246	40	fig	fig	NOUN
fis-5092	246	41	.	.	PUNCT
fis-5092	247	1	23	23	NUM
fis-5092	247	2	)	)	PUNCT
fis-5092	247	3	.	.	PUNCT
fis-5092	248	1	square	square	ADJ
fis-5092	248	2	columns	column	NOUN
fis-5092	248	3	measuring	measure	VERB
fis-5092	248	4	1.5	1.5	NUM
fis-5092	248	5	meters	meter	NOUN
fis-5092	248	6	in	in	ADP
fis-5092	248	7	height	height	NOUN
fis-5092	248	8	were	be	AUX
fis-5092	248	9	subjected	subject	VERB
fis-5092	248	10	to	to	ADP
fis-5092	248	11	an	an	DET
fis-5092	248	12	axial	axial	ADJ
fis-5092	248	13	force	force	NOUN
fis-5092	248	14	of	of	ADP
fis-5092	248	15	190	190	NUM
fis-5092	248	16	kn	kn	PROPN
fis-5092	248	17	,	,	PUNCT
fis-5092	248	18	while	while	SCONJ
fis-5092	248	19	columns	column	NOUN
fis-5092	248	20	measuring	measure	VERB
fis-5092	248	21	1.8	1.8	NUM
fis-5092	248	22	meters	meter	NOUN
fis-5092	248	23	in	in	ADP
fis-5092	248	24	height	height	NOUN
fis-5092	248	25	were	be	AUX
fis-5092	248	26	exposed	expose	VERB
fis-5092	248	27	to	to	ADP
fis-5092	248	28	an	an	DET
fis-5092	248	29	axial	axial	ADJ
fis-5092	248	30	load	load	NOUN
fis-5092	248	31	of	of	ADP
fis-5092	248	32	178	178	NUM
fis-5092	248	33	kn	kn	NOUN
fis-5092	248	34	.	.	PUNCT
fis-5092	249	1	this	this	DET
fis-5092	249	2	axial	axial	ADJ
fis-5092	249	3	load	load	NOUN
fis-5092	249	4	is	be	AUX
fis-5092	249	5	estimated	estimate	VERB
fis-5092	249	6	to	to	PART
fis-5092	249	7	be	be	AUX
fis-5092	249	8	about	about	ADV
fis-5092	249	9	10	10	NUM
fis-5092	249	10	%	%	NOUN
fis-5092	249	11	of	of	ADP
fis-5092	249	12	the	the	DET
fis-5092	249	13	axial	axial	ADJ
fis-5092	249	14	compressive	compressive	ADJ
fis-5092	249	15	capacity	capacity	NOUN
fis-5092	249	16	of	of	ADP
fis-5092	249	17	the	the	DET
fis-5092	249	18	columns	column	NOUN
fis-5092	249	19	in	in	ADP
fis-5092	249	20	both	both	DET
fis-5092	249	21	cases	case	NOUN
fis-5092	249	22	.	.	PUNCT
fis-5092	250	1	the	the	DET
fis-5092	250	2	lateral	lateral	ADJ
fis-5092	250	3	displacement	displacement	NOUN
fis-5092	250	4	of	of	ADP
fis-5092	250	5	all	all	DET
fis-5092	250	6	columns	column	NOUN
fis-5092	250	7	was	be	AUX
fis-5092	250	8	carried	carry	VERB
fis-5092	250	9	out	out	ADP
fis-5092	250	10	in	in	ADP
fis-5092	250	11	accordance	accordance	NOUN
fis-5092	250	12	with	with	ADP
fis-5092	250	13	the	the	DET
fis-5092	250	14	loading	loading	NOUN
fis-5092	250	15	protocol	protocol	NOUN
fis-5092	250	16	illustrated	illustrate	VERB
fis-5092	250	17	in	in	ADP
fis-5092	250	18	fig	fig	NOUN
fis-5092	250	19	.	.	PUNCT
fis-5092	251	1	19	19	NUM
fis-5092	251	2	and	and	CCONJ
fis-5092	251	3	detailed	detail	VERB
fis-5092	251	4	in	in	ADP
fis-5092	251	5	aci	aci	PROPN
fis-5092	251	6	374	374	NUM
fis-5092	252	1	[	[	X
fis-5092	252	2	21	21	NUM
fis-5092	252	3	]	]	PUNCT
fis-5092	252	4	.	.	PUNCT
fis-5092	253	1	a	a	DET
fis-5092	253	2	perfect	perfect	ADJ
fis-5092	253	3	bond	bond	NOUN
fis-5092	253	4	between	between	ADP
fis-5092	253	5	concrete	concrete	NOUN
fis-5092	253	6	and	and	CCONJ
fis-5092	253	7	steel	steel	NOUN
fis-5092	253	8	was	be	AUX
fis-5092	253	9	considered	consider	VERB
fis-5092	253	10	,	,	PUNCT
fis-5092	253	11	and	and	CCONJ
fis-5092	253	12	no	no	DET
fis-5092	253	13	slip	slip	NOUN
fis-5092	253	14	was	be	AUX
fis-5092	253	15	observed	observe	VERB
fis-5092	253	16	in	in	ADP
fis-5092	253	17	the	the	DET
fis-5092	253	18	experimental	experimental	ADJ
fis-5092	253	19	tests	test	NOUN
fis-5092	253	20	and	and	CCONJ
fis-5092	253	21	fe	fe	NOUN
fis-5092	253	22	verification	verification	NOUN
fis-5092	253	23	model	model	NOUN
fis-5092	253	24	;	;	PUNCT
fis-5092	253	25	thus	thus	ADV
fis-5092	253	26	,	,	PUNCT
fis-5092	253	27	the	the	DET
fis-5092	253	28	interaction	interaction	NOUN
fis-5092	253	29	between	between	ADP
fis-5092	253	30	reinforcing	reinforce	VERB
fis-5092	253	31	steel	steel	NOUN
fis-5092	253	32	bars	bar	NOUN
fis-5092	253	33	/	/	SYM
fis-5092	253	34	stirrups	stirrup	NOUN
fis-5092	253	35	and	and	CCONJ
fis-5092	253	36	concrete	concrete	NOUN
fis-5092	253	37	was	be	AUX
fis-5092	253	38	simulated	simulate	VERB
fis-5092	253	39	using	use	VERB
fis-5092	253	40	embedded	embed	VERB
fis-5092	253	41	constraints	constraint	NOUN
fis-5092	253	42	.	.	PUNCT
fis-5092	254	1	according	accord	VERB
fis-5092	254	2	to	to	ADP
fis-5092	254	3	section	section	NOUN
fis-5092	254	4	4	4	NUM
fis-5092	254	5	-	-	SYM
fis-5092	254	6	2	2	NUM
fis-5092	254	7	,	,	PUNCT
fis-5092	254	8	the	the	DET
fis-5092	254	9	concrete	concrete	ADJ
fis-5092	254	10	damage	damage	NOUN
fis-5092	254	11	plasticity	plasticity	NOUN
fis-5092	254	12	(	(	PUNCT
fis-5092	254	13	cdp	cdp	NOUN
fis-5092	254	14	)	)	PUNCT
fis-5092	254	15	model	model	NOUN
fis-5092	254	16	was	be	AUX
fis-5092	254	17	used	use	VERB
fis-5092	254	18	to	to	PART
fis-5092	254	19	determine	determine	VERB
fis-5092	254	20	the	the	DET
fis-5092	254	21	material	material	NOUN
fis-5092	254	22	properties	property	NOUN
fis-5092	254	23	of	of	ADP
fis-5092	254	24	the	the	DET
fis-5092	254	25	steel	steel	NOUN
fis-5092	254	26	bars	bar	NOUN
fis-5092	254	27	and	and	CCONJ
fis-5092	254	28	concrete	concrete	NOUN
fis-5092	254	29	for	for	ADP
fis-5092	254	30	these	these	DET
fis-5092	254	31	columns	column	NOUN
fis-5092	254	32	.	.	PUNCT
fis-5092	255	1	h.	h.	PROPN
fis-5092	255	2	a.	a.	PROPN
fis-5092	255	3	mohamed	mohamed	PROPN
fis-5092	255	4	et	et	PROPN
fis-5092	255	5	alii	alii	PROPN
fis-5092	255	6	,	,	PUNCT
fis-5092	255	7	frattura	frattura	PROPN
fis-5092	255	8	ed	ed	PROPN
fis-5092	255	9	integrità	integrità	PROPN
fis-5092	255	10	strutturale	strutturale	PROPN
fis-5092	255	11	,	,	PUNCT
fis-5092	255	12	70	70	NUM
fis-5092	255	13	(	(	PUNCT
fis-5092	255	14	2024	2024	NUM
fis-5092	255	15	)	)	PUNCT
fis-5092	255	16	286	286	NUM
fis-5092	255	17	-	-	SYM
fis-5092	255	18	309	309	NUM
fis-5092	255	19	;	;	PUNCT
fis-5092	255	20	doi	doi	NOUN
fis-5092	255	21	:	:	PUNCT
fis-5092	255	22	10.3221	10.3221	NUM
fis-5092	255	23	/	/	SYM
fis-5092	255	24	igf	igf	PROPN
fis-5092	255	25	-	-	ADJ
fis-5092	255	26	esis.70.17	esis.70.17	ADJ
fis-5092	255	27	302	302	NUM
fis-5092	255	28	aload	aload	NOUN
fis-5092	255	29	-	-	PUNCT
fis-5092	255	30	displacement	displacement	NOUN
fis-5092	255	31	curves	curve	NOUN
fis-5092	255	32	bbackbone	bbackbone	NOUN
fis-5092	255	33	curve	curve	NOUN
fis-5092	255	34	figure	figure	NOUN
fis-5092	255	35	22	22	NUM
fis-5092	255	36	.	.	PUNCT
fis-5092	256	1	experimental	experimental	ADJ
fis-5092	256	2	[	[	X
fis-5092	256	3	14	14	NUM
fis-5092	256	4	]	]	X
fis-5092	256	5	vs.	vs.	X
fis-5092	256	6	fem	fem	X
fis-5092	256	7	lateral	lateral	ADJ
fis-5092	256	8	load	load	NOUN
fis-5092	256	9	–	–	PUNCT
fis-5092	256	10	lateral	lateral	ADJ
fis-5092	256	11	displacement	displacement	NOUN
fis-5092	256	12	of	of	ADP
fis-5092	256	13	rc	rc	PROPN
fis-5092	256	14	column	column	PROPN
fis-5092	256	15	.	.	PUNCT
fis-5092	257	1	figure	figure	VERB
fis-5092	257	2	23	23	NUM
fis-5092	257	3	.	.	PUNCT
fis-5092	258	1	fe	fe	PROPN
fis-5092	258	2	model	model	PROPN
fis-5092	258	3	.	.	PUNCT
fis-5092	259	1	hysteretic	hysteretic	ADJ
fis-5092	259	2	behavior	behavior	NOUN
fis-5092	259	3	and	and	CCONJ
fis-5092	259	4	backbone	backbone	NOUN
fis-5092	259	5	curves	curve	NOUN
fis-5092	259	6	figs	fig	NOUN
fis-5092	259	7	.	.	PUNCT
fis-5092	260	1	24	24	NUM
fis-5092	260	2	and	and	CCONJ
fis-5092	260	3	25	25	NUM
fis-5092	260	4	show	show	VERB
fis-5092	260	5	the	the	DET
fis-5092	260	6	relationship	relationship	NOUN
fis-5092	260	7	between	between	ADP
fis-5092	260	8	the	the	DET
fis-5092	260	9	lateral	lateral	ADJ
fis-5092	260	10	force	force	NOUN
fis-5092	260	11	and	and	CCONJ
fis-5092	260	12	the	the	DET
fis-5092	260	13	lateral	lateral	ADJ
fis-5092	260	14	column	column	NOUN
fis-5092	260	15	displacement	displacement	NOUN
fis-5092	260	16	for	for	ADP
fis-5092	260	17	each	each	DET
fis-5092	260	18	column	column	NOUN
fis-5092	260	19	.	.	PUNCT
fis-5092	261	1	the	the	DET
fis-5092	261	2	specimens	specimen	NOUN
fis-5092	261	3	exhibited	exhibit	VERB
fis-5092	261	4	almost	almost	ADV
fis-5092	261	5	a	a	DET
fis-5092	261	6	linear	linear	ADJ
fis-5092	261	7	response	response	NOUN
fis-5092	261	8	up	up	ADP
fis-5092	261	9	to	to	ADP
fis-5092	261	10	the	the	DET
fis-5092	261	11	first	first	ADJ
fis-5092	261	12	give	give	NOUN
fis-5092	261	13	,	,	PUNCT
fis-5092	261	14	after	after	ADP
fis-5092	261	15	which	which	PRON
fis-5092	261	16	persistent	persistent	ADJ
fis-5092	261	17	nonlinear	nonlinear	ADJ
fis-5092	261	18	symmetrical	symmetrical	ADJ
fis-5092	261	19	hysteretic	hysteretic	ADJ
fis-5092	261	20	loops	loop	NOUN
fis-5092	261	21	appeared	appear	VERB
fis-5092	261	22	.	.	PUNCT
fis-5092	262	1	reinforced	reinforce	VERB
fis-5092	262	2	concrete	concrete	ADJ
fis-5092	262	3	columns	column	NOUN
fis-5092	262	4	with	with	ADP
fis-5092	262	5	cr	cr	NOUN
fis-5092	262	6	showed	show	VERB
fis-5092	262	7	greater	great	ADJ
fis-5092	262	8	lateral	lateral	ADJ
fis-5092	262	9	displacement	displacement	NOUN
fis-5092	262	10	than	than	ADP
fis-5092	262	11	reinforced	reinforce	VERB
fis-5092	262	12	concrete	concrete	ADJ
fis-5092	262	13	columns	column	NOUN
fis-5092	262	14	without	without	ADP
fis-5092	262	15	cr	cr	PROPN
fis-5092	262	16	,	,	PUNCT
fis-5092	262	17	while	while	SCONJ
fis-5092	262	18	the	the	DET
fis-5092	262	19	lateral	lateral	ADJ
fis-5092	262	20	load	load	NOUN
fis-5092	262	21	was	be	AUX
fis-5092	262	22	greater	great	ADJ
fis-5092	262	23	in	in	ADP
fis-5092	262	24	the	the	DET
fis-5092	262	25	rc	rc	PROPN
fis-5092	262	26	columns	column	NOUN
fis-5092	262	27	without	without	ADP
fis-5092	262	28	cr	cr	PROPN
fis-5092	262	29	.	.	PUNCT
fis-5092	262	30	table	table	NOUN
fis-5092	262	31	5	5	NUM
fis-5092	262	32	illustrates	illustrate	VERB
fis-5092	262	33	the	the	DET
fis-5092	262	34	results	result	NOUN
fis-5092	262	35	of	of	ADP
fis-5092	262	36	lateral	lateral	ADJ
fis-5092	262	37	displacement	displacement	NOUN
fis-5092	262	38	and	and	CCONJ
fis-5092	262	39	lateral	lateral	ADJ
fis-5092	262	40	load	load	NOUN
fis-5092	262	41	for	for	ADP
fis-5092	262	42	square	square	ADJ
fis-5092	262	43	columns	column	NOUN
fis-5092	262	44	in	in	ADP
fis-5092	262	45	both	both	CCONJ
fis-5092	262	46	positive	positive	ADJ
fis-5092	262	47	(	(	PUNCT
fis-5092	262	48	load	load	NOUN
fis-5092	262	49	direction	direction	NOUN
fis-5092	262	50	)	)	PUNCT
fis-5092	262	51	and	and	CCONJ
fis-5092	262	52	negative	negative	ADJ
fis-5092	262	53	directions	direction	NOUN
fis-5092	262	54	.	.	PUNCT
fis-5092	263	1	in	in	ADP
fis-5092	263	2	a	a	DET
fis-5092	263	3	positive	positive	ADJ
fis-5092	263	4	direction	direction	NOUN
fis-5092	263	5	,	,	PUNCT
fis-5092	263	6	the	the	DET
fis-5092	263	7	analysis	analysis	NOUN
fis-5092	263	8	showed	show	VERB
fis-5092	263	9	that	that	SCONJ
fis-5092	263	10	the	the	DET
fis-5092	263	11	ultimate	ultimate	ADJ
fis-5092	263	12	lateral	lateral	ADJ
fis-5092	263	13	loads	load	NOUN
fis-5092	263	14	of	of	ADP
fis-5092	263	15	reinforced	reinforce	VERB
fis-5092	263	16	square	square	ADJ
fis-5092	263	17	columns	column	NOUN
fis-5092	263	18	without	without	ADP
fis-5092	263	19	cr	cr	NOUN
fis-5092	263	20	are	be	AUX
fis-5092	263	21	5.6	5.6	NUM
fis-5092	263	22	%	%	NOUN
fis-5092	263	23	and	and	CCONJ
fis-5092	263	24	6.7	6.7	NUM
fis-5092	263	25	%	%	NOUN
fis-5092	263	26	,	,	PUNCT
fis-5092	263	27	respectively	respectively	ADV
fis-5092	263	28	,	,	PUNCT
fis-5092	263	29	greater	great	ADJ
fis-5092	263	30	than	than	ADP
fis-5092	263	31	those	those	PRON
fis-5092	263	32	of	of	ADP
fis-5092	263	33	rc	rc	PROPN
fis-5092	263	34	columns	column	NOUN
fis-5092	263	35	with	with	ADP
fis-5092	263	36	10	10	NUM
fis-5092	263	37	%	%	NOUN
fis-5092	263	38	and	and	CCONJ
fis-5092	263	39	15	15	NUM
fis-5092	263	40	%	%	NOUN
fis-5092	263	41	cr	cr	NOUN
fis-5092	263	42	replacement	replacement	NOUN
fis-5092	263	43	.	.	PUNCT
fis-5092	264	1	in	in	ADP
fis-5092	264	2	comparison	comparison	NOUN
fis-5092	264	3	to	to	ADP
fis-5092	264	4	conventional	conventional	ADJ
fis-5092	264	5	rrc	rrc	PROPN
fis-5092	264	6	,	,	PUNCT
fis-5092	264	7	square	square	ADJ
fis-5092	264	8	rrc	rrc	PROPN
fis-5092	264	9	columns	column	NOUN
fis-5092	264	10	with	with	ADP
fis-5092	264	11	10	10	NUM
fis-5092	264	12	%	%	NOUN
fis-5092	264	13	and	and	CCONJ
fis-5092	264	14	15	15	NUM
fis-5092	264	15	%	%	NOUN
fis-5092	264	16	have	have	VERB
fis-5092	264	17	a	a	DET
fis-5092	264	18	26.5	26.5	NUM
fis-5092	264	19	%	%	NOUN
fis-5092	264	20	and	and	CCONJ
fis-5092	264	21	34.5	34.5	NUM
fis-5092	264	22	%	%	NOUN
fis-5092	264	23	higher	high	ADJ
fis-5092	264	24	lateral	lateral	PROPN
fis-5092	264	25	h.	h.	PROPN
fis-5092	264	26	a.	a.	PROPN
fis-5092	264	27	mohamed	mohamed	PROPN
fis-5092	264	28	et	et	PROPN
fis-5092	264	29	alii	alii	PROPN
fis-5092	264	30	,	,	PUNCT
fis-5092	264	31	frattura	frattura	PROPN
fis-5092	264	32	ed	ed	PROPN
fis-5092	264	33	integrità	integrità	PROPN
fis-5092	264	34	strutturale	strutturale	PROPN
fis-5092	264	35	,	,	PUNCT
fis-5092	264	36	70	70	NUM
fis-5092	264	37	(	(	PUNCT
fis-5092	264	38	2024	2024	NUM
fis-5092	264	39	)	)	PUNCT
fis-5092	264	40	286	286	NUM
fis-5092	264	41	-	-	SYM
fis-5092	264	42	309	309	NUM
fis-5092	264	43	;	;	PUNCT
fis-5092	264	44	doi	doi	NOUN
fis-5092	264	45	:	:	PUNCT
fis-5092	264	46	10.3221	10.3221	NUM
fis-5092	264	47	/	/	SYM
fis-5092	264	48	igf	igf	PROPN
fis-5092	264	49	-	-	ADJ
fis-5092	264	50	esis.70.17	esis.70.17	ADJ
fis-5092	264	51	303	303	NUM
fis-5092	264	52	displacement	displacement	NOUN
fis-5092	264	53	,	,	PUNCT
fis-5092	264	54	respectively	respectively	ADV
fis-5092	264	55	.	.	PUNCT
fis-5092	265	1	on	on	ADP
fis-5092	265	2	the	the	DET
fis-5092	265	3	other	other	ADJ
fis-5092	265	4	negative	negative	ADJ
fis-5092	265	5	side	side	NOUN
fis-5092	265	6	,	,	PUNCT
fis-5092	265	7	the	the	DET
fis-5092	265	8	results	result	NOUN
fis-5092	265	9	indicate	indicate	VERB
fis-5092	265	10	that	that	SCONJ
fis-5092	265	11	the	the	DET
fis-5092	265	12	lateral	lateral	ADJ
fis-5092	265	13	load	load	NOUN
fis-5092	265	14	capacity	capacity	NOUN
fis-5092	265	15	of	of	ADP
fis-5092	265	16	rc	rc	PROPN
fis-5092	265	17	square	square	ADJ
fis-5092	265	18	columns	column	NOUN
fis-5092	265	19	without	without	ADP
fis-5092	265	20	cr	cr	PROPN
fis-5092	265	21	is	be	AUX
fis-5092	265	22	greater	great	ADJ
fis-5092	265	23	than	than	ADP
fis-5092	265	24	columns	column	NOUN
fis-5092	265	25	with	with	ADP
fis-5092	265	26	10	10	NUM
fis-5092	265	27	%	%	NOUN
fis-5092	265	28	and	and	CCONJ
fis-5092	265	29	15	15	NUM
fis-5092	265	30	%	%	NOUN
fis-5092	265	31	cr	cr	NOUN
fis-5092	265	32	replacement	replacement	NOUN
fis-5092	265	33	by	by	ADP
fis-5092	265	34	34.21	34.21	NUM
fis-5092	265	35	%	%	NOUN
fis-5092	265	36	and	and	CCONJ
fis-5092	265	37	38.3	38.3	NUM
fis-5092	265	38	%	%	NOUN
fis-5092	265	39	,	,	PUNCT
fis-5092	265	40	respectively	respectively	ADV
fis-5092	265	41	.	.	PUNCT
fis-5092	266	1	for	for	ADP
fis-5092	266	2	the	the	DET
fis-5092	266	3	columns	column	NOUN
fis-5092	266	4	with	with	ADP
fis-5092	266	5	a	a	DET
fis-5092	266	6	1.5	1.5	NUM
fis-5092	266	7	m	m	NOUN
fis-5092	266	8	height	height	NOUN
fis-5092	266	9	,	,	PUNCT
fis-5092	266	10	the	the	DET
fis-5092	266	11	lateral	lateral	ADJ
fis-5092	266	12	displacements	displacement	NOUN
fis-5092	266	13	of	of	ADP
fis-5092	266	14	rrc	rrc	PROPN
fis-5092	266	15	square	square	ADJ
fis-5092	266	16	columns	column	NOUN
fis-5092	266	17	with	with	ADP
fis-5092	266	18	10	10	NUM
fis-5092	266	19	%	%	NOUN
fis-5092	266	20	and	and	CCONJ
fis-5092	266	21	15	15	NUM
fis-5092	266	22	%	%	NOUN
fis-5092	266	23	are	be	AUX
fis-5092	266	24	greater	great	ADJ
fis-5092	266	25	than	than	ADP
fis-5092	266	26	conventional	conventional	ADJ
fis-5092	266	27	rc	rc	PROPN
fis-5092	266	28	columns	column	NOUN
fis-5092	266	29	by	by	ADP
fis-5092	266	30	24.5	24.5	NUM
fis-5092	266	31	%	%	NOUN
fis-5092	266	32	and	and	CCONJ
fis-5092	266	33	29.03	29.03	NUM
fis-5092	266	34	%	%	NOUN
fis-5092	266	35	,	,	PUNCT
fis-5092	266	36	respectively	respectively	ADV
fis-5092	266	37	,	,	PUNCT
fis-5092	266	38	because	because	SCONJ
fis-5092	266	39	the	the	DET
fis-5092	266	40	elastic	elastic	ADJ
fis-5092	266	41	characteristic	characteristic	NOUN
fis-5092	266	42	of	of	ADP
fis-5092	266	43	crumb	crumb	NOUN
fis-5092	266	44	rubber	rubber	NOUN
fis-5092	266	45	allows	allow	VERB
fis-5092	266	46	it	it	PRON
fis-5092	266	47	to	to	PART
fis-5092	266	48	disperse	disperse	VERB
fis-5092	266	49	energy	energy	NOUN
fis-5092	266	50	it	it	PRON
fis-5092	266	51	was	be	AUX
fis-5092	266	52	noticed	notice	VERB
fis-5092	266	53	that	that	SCONJ
fis-5092	266	54	the	the	DET
fis-5092	266	55	maximum	maximum	ADJ
fis-5092	266	56	lateral	lateral	ADJ
fis-5092	266	57	displacement	displacement	NOUN
fis-5092	266	58	of	of	ADP
fis-5092	266	59	the	the	DET
fis-5092	266	60	rrc	rrc	PROPN
fis-5092	266	61	columns	column	NOUN
fis-5092	266	62	(	(	PUNCT
fis-5092	266	63	r10	r10	NOUN
fis-5092	266	64	%	%	NOUN
fis-5092	266	65	h1.8	h1.8	PROPN
fis-5092	266	66	s	s	NOUN
fis-5092	266	67	and	and	CCONJ
fis-5092	266	68	r15	r15	NOUN
fis-5092	266	69	%	%	NOUN
fis-5092	266	70	h1.8	h1.8	PROPN
fis-5092	266	71	s	s	NOUN
fis-5092	266	72	)	)	PUNCT
fis-5092	266	73	is	be	AUX
fis-5092	266	74	much	much	ADV
fis-5092	266	75	higher	high	ADJ
fis-5092	266	76	than	than	ADP
fis-5092	266	77	that	that	PRON
fis-5092	266	78	of	of	ADP
fis-5092	266	79	the	the	DET
fis-5092	266	80	normal	normal	ADJ
fis-5092	266	81	concrete	concrete	ADJ
fis-5092	266	82	column	column	NOUN
fis-5092	266	83	(	(	PUNCT
fis-5092	266	84	r0	r0	NOUN
fis-5092	267	1	%	%	NOUN
fis-5092	267	2	h1.8	h1.8	PROPN
fis-5092	267	3	s	s	NOUN
fis-5092	267	4	)	)	PUNCT
fis-5092	267	5	by	by	ADP
fis-5092	267	6	9.4	9.4	NUM
fis-5092	267	7	%	%	NOUN
fis-5092	267	8	and	and	CCONJ
fis-5092	267	9	28.6	28.6	NUM
fis-5092	267	10	%	%	NOUN
fis-5092	267	11	,	,	PUNCT
fis-5092	267	12	respectively	respectively	ADV
fis-5092	267	13	.	.	PUNCT
fis-5092	268	1	the	the	DET
fis-5092	268	2	ultimate	ultimate	ADJ
fis-5092	268	3	lateral	lateral	ADJ
fis-5092	268	4	load	load	NOUN
fis-5092	268	5	was	be	AUX
fis-5092	268	6	reduced	reduce	VERB
fis-5092	268	7	by	by	ADP
fis-5092	268	8	3.71	3.71	NUM
fis-5092	268	9	%	%	NOUN
fis-5092	268	10	and	and	CCONJ
fis-5092	268	11	8.02	8.02	NUM
fis-5092	268	12	%	%	NOUN
fis-5092	268	13	for	for	ADP
fis-5092	268	14	square	square	ADJ
fis-5092	268	15	rrc	rrc	PROPN
fis-5092	268	16	columns	column	NOUN
fis-5092	268	17	with	with	ADP
fis-5092	268	18	a	a	DET
fis-5092	268	19	height	height	NOUN
fis-5092	268	20	of	of	ADP
fis-5092	268	21	1.8	1.8	NUM
fis-5092	268	22	m	m	NOUN
fis-5092	268	23	as	as	SCONJ
fis-5092	268	24	compared	compare	VERB
fis-5092	268	25	to	to	ADP
fis-5092	268	26	rc	rc	PROPN
fis-5092	268	27	columns	column	NOUN
fis-5092	268	28	without	without	ADP
fis-5092	268	29	crump	crump	NOUN
fis-5092	268	30	rubber	rubber	NOUN
fis-5092	268	31	.	.	PUNCT
fis-5092	269	1	on	on	ADP
fis-5092	269	2	the	the	DET
fis-5092	269	3	other	other	ADJ
fis-5092	269	4	negative	negative	ADJ
fis-5092	269	5	side	side	NOUN
fis-5092	269	6	of	of	ADP
fis-5092	269	7	loading	loading	NOUN
fis-5092	269	8	,	,	PUNCT
fis-5092	269	9	the	the	DET
fis-5092	269	10	values	value	NOUN
fis-5092	269	11	of	of	ADP
fis-5092	269	12	lateral	lateral	ADJ
fis-5092	269	13	loads	load	NOUN
fis-5092	269	14	and	and	CCONJ
fis-5092	269	15	lateral	lateral	ADJ
fis-5092	269	16	displacement	displacement	NOUN
fis-5092	269	17	for	for	ADP
fis-5092	269	18	an	an	DET
fis-5092	269	19	rc	rc	PROPN
fis-5092	269	20	column	column	NOUN
fis-5092	269	21	without	without	ADP
fis-5092	269	22	cr	cr	PROPN
fis-5092	269	23	were	be	AUX
fis-5092	269	24	23.73	23.73	NUM
fis-5092	269	25	kn	kn	PROPN
fis-5092	269	26	and	and	CCONJ
fis-5092	269	27	99.61	99.61	NUM
fis-5092	269	28	mm	mm	NOUN
fis-5092	269	29	,	,	PUNCT
fis-5092	269	30	respectively	respectively	ADV
fis-5092	269	31	.	.	PUNCT
fis-5092	270	1	the	the	DET
fis-5092	270	2	reinforced	reinforce	VERB
fis-5092	270	3	concrete	concrete	ADJ
fis-5092	270	4	columns	column	NOUN
fis-5092	270	5	with	with	ADP
fis-5092	270	6	10	10	NUM
fis-5092	270	7	%	%	NOUN
fis-5092	270	8	and	and	CCONJ
fis-5092	270	9	15	15	NUM
fis-5092	270	10	%	%	NOUN
fis-5092	270	11	cr	cr	PROPN
fis-5092	270	12	replacement	replacement	PROPN
fis-5092	270	13	exhibited	exhibit	VERB
fis-5092	270	14	lateral	lateral	ADJ
fis-5092	270	15	loads	load	NOUN
fis-5092	270	16	of	of	ADP
fis-5092	270	17	22.85	22.85	NUM
fis-5092	270	18	kn	kn	NOUN
fis-5092	270	19	and	and	CCONJ
fis-5092	270	20	lateral	lateral	ADJ
fis-5092	270	21	displacements	displacement	NOUN
fis-5092	270	22	of	of	ADP
fis-5092	270	23	103	103	NUM
fis-5092	270	24	mm	mm	NOUN
fis-5092	270	25	and	and	CCONJ
fis-5092	270	26	106	106	NUM
fis-5092	270	27	mm	mm	PROPN
fis-5092	270	28	,	,	PUNCT
fis-5092	270	29	respectively	respectively	ADV
fis-5092	270	30	.	.	PUNCT
fis-5092	271	1	the	the	DET
fis-5092	271	2	findings	finding	NOUN
fis-5092	271	3	provide	provide	VERB
fis-5092	271	4	quick	quick	ADJ
fis-5092	271	5	insight	insight	NOUN
fis-5092	271	6	into	into	ADP
fis-5092	271	7	the	the	DET
fis-5092	271	8	impact	impact	NOUN
fis-5092	271	9	of	of	ADP
fis-5092	271	10	axial	axial	ADJ
fis-5092	271	11	force	force	NOUN
fis-5092	271	12	and	and	CCONJ
fis-5092	271	13	rubber	rubber	NOUN
fis-5092	271	14	composition	composition	NOUN
fis-5092	271	15	on	on	ADP
fis-5092	271	16	rc	rc	PROPN
fis-5092	271	17	column	column	NOUN
fis-5092	271	18	behavior	behavior	PROPN
fis-5092	271	19	.	.	PUNCT
fis-5092	272	1	the	the	DET
fis-5092	272	2	studies	study	NOUN
fis-5092	272	3	showed	show	VERB
fis-5092	272	4	that	that	SCONJ
fis-5092	272	5	rubberized	rubberize	VERB
fis-5092	272	6	reinforced	reinforce	VERB
fis-5092	272	7	concrete	concrete	ADJ
fis-5092	272	8	columns	column	NOUN
fis-5092	272	9	display	display	VERB
fis-5092	272	10	delicate	delicate	ADJ
fis-5092	272	11	crushing	crush	VERB
fis-5092	272	12	behavior	behavior	NOUN
fis-5092	272	13	,	,	PUNCT
fis-5092	272	14	leads	lead	VERB
fis-5092	272	15	to	to	ADP
fis-5092	272	16	favorable	favorable	ADJ
fis-5092	272	17	energy	energy	NOUN
fis-5092	272	18	dissipation	dissipation	NOUN
fis-5092	272	19	and	and	CCONJ
fis-5092	272	20	ductility	ductility	NOUN
fis-5092	272	21	properties	property	NOUN
fis-5092	272	22	when	when	SCONJ
fis-5092	272	23	constract	constract	ADJ
fis-5092	272	24	to	to	ADP
fis-5092	272	25	normal	normal	ADJ
fis-5092	272	26	rc	rc	PROPN
fis-5092	272	27	columns	column	NOUN
fis-5092	272	28	.	.	PUNCT
fis-5092	273	1	specimen	speciman	NOUN
fis-5092	273	2	code	code	NOUN
fis-5092	273	3	direction	direction	NOUN
fis-5092	273	4	of	of	ADP
fis-5092	273	5	initial	initial	ADJ
fis-5092	273	6	loading	loading	NOUN
fis-5092	273	7	positive	positive	ADJ
fis-5092	273	8	direction	direction	NOUN
fis-5092	273	9	negative	negative	ADJ
fis-5092	273	10	direction	direction	NOUN
fis-5092	273	11	load	load	NOUN
fis-5092	273	12	(	(	PUNCT
fis-5092	273	13	kn	kn	NOUN
fis-5092	273	14	)	)	PUNCT
fis-5092	273	15	lateral	lateral	ADJ
fis-5092	273	16	displacement	displacement	NOUN
fis-5092	273	17	(	(	PUNCT
fis-5092	273	18	mm	mm	NOUN
fis-5092	273	19	)	)	PUNCT
fis-5092	273	20	load	load	NOUN
fis-5092	273	21	(	(	PUNCT
fis-5092	273	22	kn	kn	NOUN
fis-5092	273	23	)	)	PUNCT
fis-5092	273	24	lateral	lateral	ADJ
fis-5092	273	25	displacement	displacement	NOUN
fis-5092	273	26	(	(	PUNCT
fis-5092	273	27	mm	mm	INTJ
fis-5092	273	28	)	)	PUNCT
fis-5092	273	29	r0%h1.5s	r0%h1.5s	NOUN
fis-5092	273	30	49.3	49.3	NUM
fis-5092	273	31	101.15	101.15	NUM
fis-5092	273	32	45.5	45.5	NUM
fis-5092	273	33	102.3	102.3	NUM
fis-5092	273	34	r10%h1.5s	r10%h1.5s	NOUN
fis-5092	273	35	46.7	46.7	NUM
fis-5092	273	36	128	128	NUM
fis-5092	273	37	33.9	33.9	NUM
fis-5092	273	38	127.4	127.4	NUM
fis-5092	273	39	r15%h1.5s	r15%h1.5s	NOUN
fis-5092	273	40	46.2	46.2	NUM
fis-5092	273	41	136	136	NUM
fis-5092	273	42	32.8	32.8	NUM
fis-5092	273	43	132	132	NUM
fis-5092	273	44	r0%h1.8s	r0%h1.8s	NOUN
fis-5092	273	45	35	35	NUM
fis-5092	273	46	98.75	98.75	NUM
fis-5092	273	47	23.73	23.73	NUM
fis-5092	273	48	99.61	99.61	NUM
fis-5092	273	49	r10%h1.8s	r10%h1.8	NOUN
fis-5092	273	50	33	33	NUM
fis-5092	273	51	108	108	NUM
fis-5092	273	52	22.85	22.85	NUM
fis-5092	273	53	103	103	NUM
fis-5092	273	54	r15%h1.8s	r15%h1.8	NOUN
fis-5092	273	55	32	32	NUM
fis-5092	273	56	127	127	NUM
fis-5092	273	57	22	22	NUM
fis-5092	273	58	106	106	NUM
fis-5092	273	59	table	table	NOUN
fis-5092	273	60	5	5	NUM
fis-5092	273	61	:	:	PUNCT
fis-5092	273	62	a	a	DET
fis-5092	273	63	summary	summary	NOUN
fis-5092	273	64	of	of	ADP
fis-5092	273	65	the	the	DET
fis-5092	273	66	numerical	numerical	ADJ
fis-5092	273	67	results	result	NOUN
fis-5092	273	68	.	.	PUNCT
fis-5092	274	1	displacement	displacement	ADJ
fis-5092	274	2	ductility	ductility	NOUN
fis-5092	274	3	using	use	VERB
fis-5092	274	4	the	the	DET
fis-5092	274	5	following	follow	VERB
fis-5092	274	6	equation	equation	NOUN
fis-5092	274	7	[	[	X
fis-5092	274	8	22	22	NUM
fis-5092	274	9	]	]	PUNCT
fis-5092	274	10	,	,	PUNCT
fis-5092	274	11	the	the	DET
fis-5092	274	12	displacement	displacement	ADJ
fis-5092	274	13	ductility	ductility	NOUN
fis-5092	274	14	values	value	NOUN
fis-5092	274	15	(	(	PUNCT
fis-5092	274	16	μ	μ	NOUN
fis-5092	274	17	)	)	PUNCT
fis-5092	274	18	of	of	ADP
fis-5092	274	19	the	the	DET
fis-5092	274	20	columns	column	NOUN
fis-5092	274	21	were	be	AUX
fis-5092	274	22	determined	determine	VERB
fis-5092	274	23	to	to	PART
fis-5092	274	24	compare	compare	VERB
fis-5092	274	25	the	the	DET
fis-5092	274	26	ductility	ductility	NOUN
fis-5092	274	27	of	of	ADP
fis-5092	274	28	the	the	DET
fis-5092	274	29	columns	column	NOUN
fis-5092	274	30	.	.	PUNCT
fis-5092	275	1			NOUN
fis-5092	275	2			X
fis-5092	276	1			NUM
fis-5092	276	2			NOUN
fis-5092	276	3	u	u	X
fis-5092	276	4	y	y	PROPN
fis-5092	276	5	(	(	PUNCT
fis-5092	276	6	1	1	X
fis-5092	276	7	)	)	PUNCT
fis-5092	276	8	the	the	DET
fis-5092	276	9	force	force	NOUN
fis-5092	276	10	-	-	PUNCT
fis-5092	276	11	displacement	displacement	ADJ
fis-5092	276	12	hysteretic	hysteretic	ADJ
fis-5092	276	13	reactions	reaction	NOUN
fis-5092	276	14	illustrated	illustrate	VERB
fis-5092	276	15	in	in	ADP
fis-5092	276	16	figs	fig	NOUN
fis-5092	276	17	.	.	PUNCT
fis-5092	277	1	24	24	NUM
fis-5092	277	2	and	and	CCONJ
fis-5092	277	3	25	25	NUM
fis-5092	277	4	were	be	AUX
fis-5092	277	5	utilized	utilize	VERB
fis-5092	277	6	to	to	PART
fis-5092	277	7	construct	construct	VERB
fis-5092	277	8	the	the	DET
fis-5092	277	9	bilinear	bilinear	NOUN
fis-5092	277	10	approximation	approximation	NOUN
fis-5092	277	11	of	of	ADP
fis-5092	277	12	the	the	DET
fis-5092	277	13	force	force	NOUN
fis-5092	277	14	-	-	PUNCT
fis-5092	277	15	displacement	displacement	ADJ
fis-5092	277	16	envelopes	envelope	NOUN
fis-5092	277	17	,	,	PUNCT
fis-5092	277	18	which	which	PRON
fis-5092	277	19	obtained	obtain	VERB
fis-5092	277	20	the	the	DET
fis-5092	277	21	∆u	∆u	PROPN
fis-5092	277	22	and	and	CCONJ
fis-5092	277	23	∆y	∆y	PROPN
fis-5092	277	24	values	value	NOUN
fis-5092	277	25	.	.	PUNCT
fis-5092	278	1	table	table	NOUN
fis-5092	278	2	6	6	NUM
fis-5092	278	3	displays	display	VERB
fis-5092	278	4	the	the	DET
fis-5092	278	5	displacement	displacement	ADJ
fis-5092	278	6	ductility	ductility	NOUN
fis-5092	278	7	value	value	NOUN
fis-5092	278	8	of	of	ADP
fis-5092	278	9	the	the	DET
fis-5092	278	10	rc	rc	PROPN
fis-5092	278	11	columns	column	NOUN
fis-5092	278	12	that	that	PRON
fis-5092	278	13	was	be	AUX
fis-5092	278	14	computed	compute	VERB
fis-5092	278	15	.	.	PUNCT
fis-5092	279	1	an	an	DET
fis-5092	279	2	increase	increase	NOUN
fis-5092	279	3	in	in	ADP
fis-5092	279	4	the	the	DET
fis-5092	279	5	ratio	ratio	NOUN
fis-5092	279	6	of	of	ADP
fis-5092	279	7	crumb	crumb	NOUN
fis-5092	279	8	rubber	rubber	NOUN
fis-5092	279	9	from	from	ADP
fis-5092	279	10	0	0	NUM
fis-5092	279	11	%	%	NOUN
fis-5092	279	12	to	to	PART
fis-5092	279	13	10	10	NUM
fis-5092	279	14	%	%	NOUN
fis-5092	279	15	led	lead	VERB
fis-5092	279	16	in	in	ADP
fis-5092	279	17	an	an	DET
fis-5092	279	18	80.47	80.47	NUM
fis-5092	279	19	%	%	NOUN
fis-5092	279	20	increase	increase	NOUN
fis-5092	279	21	in	in	ADP
fis-5092	279	22	displacement	displacement	ADJ
fis-5092	279	23	ductility	ductility	NOUN
fis-5092	279	24	.	.	PUNCT
fis-5092	280	1	also	also	ADV
fis-5092	280	2	,	,	PUNCT
fis-5092	280	3	for	for	ADP
fis-5092	280	4	columns	column	NOUN
fis-5092	280	5	1.5	1.5	NUM
fis-5092	280	6	meters	meter	NOUN
fis-5092	280	7	in	in	ADP
fis-5092	280	8	height	height	NOUN
fis-5092	280	9	,	,	PUNCT
fis-5092	280	10	the	the	DET
fis-5092	280	11	displacement	displacement	ADJ
fis-5092	280	12	ductility	ductility	NOUN
fis-5092	280	13	increased	increase	VERB
fis-5092	280	14	by	by	ADP
fis-5092	280	15	125.58	125.58	NUM
fis-5092	280	16	%	%	NOUN
fis-5092	280	17	when	when	SCONJ
fis-5092	280	18	the	the	DET
fis-5092	280	19	cr	cr	PROPN
fis-5092	280	20	ratio	ratio	PROPN
fis-5092	280	21	was	be	AUX
fis-5092	280	22	raised	raise	VERB
fis-5092	280	23	from	from	ADP
fis-5092	280	24	0	0	NUM
fis-5092	280	25	%	%	NOUN
fis-5092	280	26	to	to	PART
fis-5092	280	27	15	15	NUM
fis-5092	280	28	%	%	NOUN
fis-5092	280	29	.	.	PUNCT
fis-5092	281	1	however	however	ADV
fis-5092	281	2	,	,	PUNCT
fis-5092	281	3	the	the	DET
fis-5092	281	4	displacement	displacement	ADJ
fis-5092	281	5	ductility	ductility	NOUN
fis-5092	281	6	was	be	AUX
fis-5092	281	7	increased	increase	VERB
fis-5092	281	8	by	by	ADP
fis-5092	281	9	38.95	38.95	NUM
fis-5092	281	10	%	%	NOUN
fis-5092	281	11	and	and	CCONJ
fis-5092	281	12	85.79	85.79	NUM
fis-5092	281	13	%	%	NOUN
fis-5092	281	14	for	for	ADP
fis-5092	281	15	columns	column	NOUN
fis-5092	281	16	r10	r10	NOUN
fis-5092	281	17	%	%	NOUN
fis-5092	281	18	h1.8	h1.8	PROPN
fis-5092	281	19	s	s	NOUN
fis-5092	281	20	and	and	CCONJ
fis-5092	281	21	r15	r15	NOUN
fis-5092	281	22	%	%	NOUN
fis-5092	281	23	h1.8	h1.8	PROPN
fis-5092	281	24	s	s	PRON
fis-5092	281	25	compared	compare	VERB
fis-5092	281	26	with	with	ADP
fis-5092	281	27	the	the	DET
fis-5092	281	28	control	control	NOUN
fis-5092	281	29	column	column	NOUN
fis-5092	281	30	r0	r0	NOUN
fis-5092	281	31	%	%	NOUN
fis-5092	281	32	h1.8	h1.8	PROPN
fis-5092	281	33	s.	s.	PROPN
fis-5092	281	34	based	base	VERB
fis-5092	281	35	on	on	ADP
fis-5092	281	36	test	test	NOUN
fis-5092	281	37	results	result	NOUN
fis-5092	281	38	,	,	PUNCT
fis-5092	281	39	the	the	DET
fis-5092	281	40	rubberized	rubberize	VERB
fis-5092	281	41	reinforced	reinforce	VERB
fis-5092	281	42	columns	column	NOUN
fis-5092	281	43	had	have	VERB
fis-5092	281	44	a	a	DET
fis-5092	281	45	comparatively	comparatively	ADV
fis-5092	281	46	mild	mild	ADJ
fis-5092	281	47	post	post	ADJ
fis-5092	281	48	-	-	ADJ
fis-5092	281	49	peak	peak	ADJ
fis-5092	281	50	response	response	NOUN
fis-5092	281	51	,	,	PUNCT
fis-5092	281	52	suggesting	suggest	VERB
fis-5092	281	53	a	a	DET
fis-5092	281	54	more	more	ADV
fis-5092	281	55	ductile	ductile	NOUN
fis-5092	281	56	reaction	reaction	NOUN
fis-5092	281	57	in	in	ADP
fis-5092	281	58	contrast	contrast	NOUN
fis-5092	281	59	to	to	ADP
fis-5092	281	60	normal	normal	ADJ
fis-5092	281	61	rc	rc	PROPN
fis-5092	281	62	.	.	PROPN
fis-5092	281	63	fig	fig	PROPN
fis-5092	281	64	.	.	PUNCT
fis-5092	282	1	26	26	NUM
fis-5092	282	2	shows	show	VERB
fis-5092	282	3	the	the	DET
fis-5092	282	4	displacement	displacement	ADJ
fis-5092	282	5	ductility	ductility	NOUN
fis-5092	282	6	values	value	NOUN
fis-5092	282	7	of	of	ADP
fis-5092	282	8	the	the	DET
fis-5092	282	9	square	square	PROPN
fis-5092	282	10	rc	rc	PROPN
fis-5092	282	11	columns	column	NOUN
fis-5092	282	12	.	.	PUNCT
fis-5092	283	1	h.	h.	PROPN
fis-5092	283	2	a.	a.	PROPN
fis-5092	283	3	mohamed	mohamed	PROPN
fis-5092	283	4	et	et	PROPN
fis-5092	283	5	alii	alii	PROPN
fis-5092	283	6	,	,	PUNCT
fis-5092	283	7	frattura	frattura	PROPN
fis-5092	283	8	ed	ed	PROPN
fis-5092	283	9	integrità	integrità	PROPN
fis-5092	283	10	strutturale	strutturale	PROPN
fis-5092	283	11	,	,	PUNCT
fis-5092	283	12	70	70	NUM
fis-5092	283	13	(	(	PUNCT
fis-5092	283	14	2024	2024	NUM
fis-5092	283	15	)	)	PUNCT
fis-5092	283	16	286	286	NUM
fis-5092	283	17	-	-	SYM
fis-5092	283	18	309	309	NUM
fis-5092	283	19	;	;	PUNCT
fis-5092	283	20	doi	doi	NOUN
fis-5092	283	21	:	:	PUNCT
fis-5092	283	22	10.3221	10.3221	NUM
fis-5092	283	23	/	/	SYM
fis-5092	283	24	igf	igf	PROPN
fis-5092	283	25	-	-	PROPN
fis-5092	283	26	esis.70.17	esis.70.17	ADJ
fis-5092	283	27	304	304	NUM
fis-5092	283	28	ar0%h1.5s	ar0%h1.5s	NOUN
fis-5092	283	29	br10%h1.5s	br10%h1.5s	NOUN
fis-5092	283	30	cr15%h1.5s	cr15%h1.5s	PROPN
fis-5092	283	31	dbackbone	dbackbone	NOUN
fis-5092	283	32	curve	curve	NOUN
fis-5092	283	33	figure	figure	NOUN
fis-5092	283	34	24	24	NUM
fis-5092	283	35	:	:	PUNCT
fis-5092	283	36	square	square	ADJ
fis-5092	283	37	columns	column	NOUN
fis-5092	283	38	with	with	ADP
fis-5092	283	39	1.5	1.5	NUM
fis-5092	283	40	m	m	NOUN
fis-5092	283	41	height	height	NOUN
fis-5092	283	42	.	.	PUNCT
fis-5092	284	1	specimen	speciman	NOUN
fis-5092	284	2	code	code	NOUN
fis-5092	284	3	yield	yield	NOUN
fis-5092	284	4	displacement	displacement	NOUN
fis-5092	284	5	(	(	PUNCT
fis-5092	284	6	mm	mm	NOUN
fis-5092	284	7	)	)	PUNCT
fis-5092	284	8	maximum	maximum	ADJ
fis-5092	284	9	displacement	displacement	NOUN
fis-5092	284	10	(	(	PUNCT
fis-5092	284	11	mm	mm	NOUN
fis-5092	284	12	)	)	PUNCT
fis-5092	284	13	displacement	displacement	ADJ
fis-5092	284	14	ductility	ductility	NOUN
fis-5092	284	15	damping	damp	VERB
fis-5092	284	16	ratio	ratio	NOUN
fis-5092	284	17	r0%h1.5s	r0%h1.5s	PROPN
fis-5092	285	1	47	47	NUM
fis-5092	285	2	101.15	101.15	NUM
fis-5092	285	3	2.15	2.15	NUM
fis-5092	285	4	12.95	12.95	NUM
fis-5092	285	5	r10%h1.5s	r10%h1.5s	NOUN
fis-5092	285	6	33	33	NUM
fis-5092	285	7	128	128	NUM
fis-5092	285	8	3.88	3.88	NUM
fis-5092	285	9	17.31	17.31	NUM
fis-5092	285	10	r15%h1.5s	r15%h1.5s	NOUN
fis-5092	285	11	28	28	NUM
fis-5092	285	12	136	136	NUM
fis-5092	285	13	4.85	4.85	NUM
fis-5092	285	14	18.65	18.65	NUM
fis-5092	285	15	r0%h1.8s	r0%h1.8s	NOUN
fis-5092	285	16	52	52	NUM
fis-5092	285	17	98.75	98.75	NUM
fis-5092	285	18	1.9	1.9	NUM
fis-5092	285	19	11.86	11.86	NUM
fis-5092	285	20	r10%h1.8s	r10%h1.8	NOUN
fis-5092	285	21	41	41	NUM
fis-5092	285	22	108	108	NUM
fis-5092	285	23	2.64	2.64	NUM
fis-5092	285	24	14.61	14.61	NUM
fis-5092	285	25	r15%h1.8s	r15%h1.8	NOUN
fis-5092	285	26	36	36	NUM
fis-5092	285	27	127	127	NUM
fis-5092	285	28	3.53	3.53	NUM
fis-5092	285	29	16.69	16.69	NUM
fis-5092	285	30	table	table	NOUN
fis-5092	285	31	6	6	NUM
fis-5092	285	32	:	:	PUNCT
fis-5092	285	33	displacement	displacement	ADJ
fis-5092	285	34	ductility	ductility	NOUN
fis-5092	285	35	and	and	CCONJ
fis-5092	285	36	damping	damp	VERB
fis-5092	285	37	ratio	ratio	NOUN
fis-5092	285	38	of	of	ADP
fis-5092	285	39	columns	column	NOUN
fis-5092	285	40	.	.	PUNCT
fis-5092	286	1	h.	h.	PROPN
fis-5092	286	2	a.	a.	PROPN
fis-5092	286	3	mohamed	mohamed	PROPN
fis-5092	286	4	et	et	PROPN
fis-5092	286	5	alii	alii	PROPN
fis-5092	286	6	,	,	PUNCT
fis-5092	286	7	frattura	frattura	PROPN
fis-5092	286	8	ed	ed	PROPN
fis-5092	286	9	integrità	integrità	PROPN
fis-5092	286	10	strutturale	strutturale	PROPN
fis-5092	286	11	,	,	PUNCT
fis-5092	286	12	70	70	NUM
fis-5092	286	13	(	(	PUNCT
fis-5092	286	14	2024	2024	NUM
fis-5092	286	15	)	)	PUNCT
fis-5092	286	16	286	286	NUM
fis-5092	286	17	-	-	SYM
fis-5092	286	18	309	309	NUM
fis-5092	286	19	;	;	PUNCT
fis-5092	286	20	doi	doi	NOUN
fis-5092	286	21	:	:	PUNCT
fis-5092	286	22	10.3221	10.3221	NUM
fis-5092	286	23	/	/	SYM
fis-5092	286	24	igf	igf	PROPN
fis-5092	286	25	-	-	ADJ
fis-5092	286	26	esis.70.17	esis.70.17	ADJ
fis-5092	286	27	305	305	NUM
fis-5092	286	28	ar0%h1.8s	ar0%h1.8s	NOUN
fis-5092	286	29	br10%h1.8s	br10%h1.8s	PROPN
fis-5092	286	30	cr15%h1.5s	cr15%h1.5s	PROPN
fis-5092	286	31	dbackbone	dbackbone	NOUN
fis-5092	286	32	curve	curve	NOUN
fis-5092	286	33	figure	figure	NOUN
fis-5092	286	34	25	25	NUM
fis-5092	286	35	.	.	PUNCT
fis-5092	287	1	square	square	ADJ
fis-5092	287	2	columns	column	NOUN
fis-5092	287	3	with	with	ADP
fis-5092	287	4	1.8	1.8	NUM
fis-5092	287	5	m	m	NOUN
fis-5092	287	6	height	height	NOUN
fis-5092	287	7	.	.	PUNCT
fis-5092	288	1	equivalent	equivalent	ADJ
fis-5092	288	2	viscous	viscous	ADJ
fis-5092	288	3	damping	damp	VERB
fis-5092	288	4	ratio	ratio	NOUN
fis-5092	288	5	structural	structural	ADJ
fis-5092	288	6	damping	damp	VERB
fis-5092	288	7	is	be	AUX
fis-5092	288	8	one	one	NUM
fis-5092	288	9	of	of	ADP
fis-5092	288	10	the	the	DET
fis-5092	288	11	most	most	ADV
fis-5092	288	12	essential	essential	ADJ
fis-5092	288	13	factors	factor	NOUN
fis-5092	288	14	in	in	ADP
fis-5092	288	15	determining	determine	VERB
fis-5092	288	16	how	how	SCONJ
fis-5092	288	17	buildings	building	NOUN
fis-5092	288	18	will	will	AUX
fis-5092	288	19	respond	respond	VERB
fis-5092	288	20	to	to	ADP
fis-5092	288	21	seismic	seismic	ADJ
fis-5092	288	22	loads	load	NOUN
fis-5092	288	23	.	.	PUNCT
fis-5092	289	1	to	to	PART
fis-5092	289	2	describe	describe	VERB
fis-5092	289	3	the	the	DET
fis-5092	289	4	damping	damp	VERB
fis-5092	289	5	behavior	behavior	NOUN
fis-5092	289	6	,	,	PUNCT
fis-5092	289	7	equivalent	equivalent	ADJ
fis-5092	289	8	viscous	viscous	ADJ
fis-5092	289	9	damping	damp	VERB
fis-5092	289	10	(	(	PUNCT
fis-5092	289	11	eq	eq	NUM
fis-5092	289	12	)	)	PUNCT
fis-5092	289	13	,	,	PUNCT
fis-5092	289	14	the	the	DET
fis-5092	289	15	most	most	ADV
fis-5092	289	16	basic	basic	ADJ
fis-5092	289	17	type	type	NOUN
fis-5092	289	18	of	of	ADP
fis-5092	289	19	damping	damp	VERB
fis-5092	289	20	for	for	ADP
fis-5092	289	21	numerical	numerical	ADJ
fis-5092	289	22	analysis	analysis	NOUN
fis-5092	289	23	,	,	PUNCT
fis-5092	289	24	is	be	AUX
fis-5092	289	25	usually	usually	ADV
fis-5092	289	26	employed	employ	VERB
fis-5092	289	27	.	.	PUNCT
fis-5092	290	1	the	the	DET
fis-5092	290	2	eq	eq	PROPN
fis-5092	290	3	can	can	AUX
fis-5092	290	4	be	be	AUX
fis-5092	290	5	calculated	calculate	VERB
fis-5092	290	6	as	as	ADP
fis-5092	290	7			NOUN
fis-5092	290	8			NOUN
fis-5092	290	9			PUNCT
fis-5092	290	10	eq	eq	X
fis-5092	290	11	s	s	PROPN
fis-5092	290	12	hys	hys	X
fis-5092	290	13	(	(	PUNCT
fis-5092	290	14	2	2	NUM
fis-5092	290	15	)	)	PUNCT
fis-5092	290	16	where	where	SCONJ
fis-5092	290	17	hys	hys	PROPN
fis-5092	290	18	is	be	AUX
fis-5092	290	19	the	the	DET
fis-5092	290	20	hysteretic	hysteretic	ADJ
fis-5092	290	21	damping	damping	NOUN
fis-5092	290	22	,	,	PUNCT
fis-5092	290	23	which	which	PRON
fis-5092	290	24	accounts	account	VERB
fis-5092	290	25	for	for	ADP
fis-5092	290	26	the	the	DET
fis-5092	290	27	fraction	fraction	NOUN
fis-5092	290	28	of	of	ADP
fis-5092	290	29	the	the	DET
fis-5092	290	30	damping	damping	NOUN
fis-5092	290	31	that	that	PRON
fis-5092	290	32	happens	happen	VERB
fis-5092	290	33	through	through	ADP
fis-5092	290	34	non	non	ADJ
fis-5092	290	35	-	-	ADJ
fis-5092	290	36	linear	linear	ADJ
fis-5092	290	37	hysteretic	hysteretic	ADJ
fis-5092	290	38	behavior	behavior	NOUN
fis-5092	290	39	,	,	PUNCT
fis-5092	290	40	and	and	CCONJ
fis-5092	290	41	ξs	ξs	PRON
fis-5092	290	42	is	be	AUX
fis-5092	290	43	the	the	DET
fis-5092	290	44	initial	initial	ADJ
fis-5092	290	45	elastic	elastic	ADJ
fis-5092	290	46	viscous	viscous	ADJ
fis-5092	290	47	damping	damping	NOUN
fis-5092	290	48	;	;	PUNCT
fis-5092	290	49	in	in	ADP
fis-5092	290	50	this	this	DET
fis-5092	290	51	research	research	NOUN
fis-5092	290	52	,	,	PUNCT
fis-5092	290	53	the	the	DET
fis-5092	290	54	word	word	NOUN
fis-5092	290	55	"	"	PUNCT
fis-5092	290	56	elastic	elastic	ADJ
fis-5092	290	57	"	"	PUNCT
fis-5092	290	58	is	be	AUX
fis-5092	290	59	used	use	VERB
fis-5092	290	60	to	to	PART
fis-5092	290	61	distinguish	distinguish	VERB
fis-5092	290	62	it	it	PRON
fis-5092	290	63	from	from	ADP
fis-5092	290	64	the	the	DET
fis-5092	290	65	equivalent	equivalent	ADJ
fis-5092	290	66	viscous	viscous	ADJ
fis-5092	290	67	damping	damping	NOUN
fis-5092	290	68	.	.	PUNCT
fis-5092	291	1	s		VERB
fis-5092	291	2	in	in	ADP
fis-5092	291	3	addition	addition	NOUN
fis-5092	291	4	to	to	ADP
fis-5092	291	5	accounting	account	VERB
fis-5092	291	6	for	for	ADP
fis-5092	291	7	minor	minor	ADJ
fis-5092	291	8	mistakes	mistake	NOUN
fis-5092	291	9	brought	bring	VERB
fis-5092	291	10	on	on	ADP
fis-5092	291	11	by	by	ADP
fis-5092	291	12	simplifications	simplification	NOUN
fis-5092	291	13	taken	take	VERB
fis-5092	291	14	into	into	ADP
fis-5092	291	15	consideration	consideration	NOUN
fis-5092	291	16	in	in	ADP
fis-5092	291	17	the	the	DET
fis-5092	291	18	computation	computation	NOUN
fis-5092	291	19	of	of	ADP
fis-5092	291	20	hys	hy	NOUN
fis-5092	291	21	,	,	PUNCT
fis-5092	291	22	s	s	PROPN
fis-5092	291	23	also	also	ADV
fis-5092	291	24	considers	consider	VERB
fis-5092	291	25	additional	additional	ADJ
fis-5092	291	26	causes	cause	NOUN
fis-5092	291	27	of	of	ADP
fis-5092	291	28	damping	damp	VERB
fis-5092	291	29	,	,	PUNCT
fis-5092	291	30	such	such	ADJ
fis-5092	291	31	as	as	ADP
fis-5092	291	32	non	non	ADJ
fis-5092	291	33	-	-	NOUN
fis-5092	291	34	linearity	linearity	NOUN
fis-5092	291	35	in	in	ADP
fis-5092	291	36	the	the	DET
fis-5092	291	37	foundation	foundation	NOUN
fis-5092	291	38	,	,	PUNCT
fis-5092	291	39	radiation	radiation	NOUN
fis-5092	291	40	damping	damping	NOUN
fis-5092	291	41	,	,	PUNCT
fis-5092	291	42	and	and	CCONJ
fis-5092	291	43	damping	damp	VERB
fis-5092	291	44	between	between	ADP
fis-5092	291	45	structural	structural	ADJ
fis-5092	291	46	and	and	CCONJ
fis-5092	291	47	non	non	ADJ
fis-5092	291	48	-	-	ADJ
fis-5092	291	49	structural	structural	ADJ
fis-5092	291	50	components	component	NOUN
fis-5092	291	51	.	.	PUNCT
fis-5092	292	1	h.	h.	PROPN
fis-5092	292	2	a.	a.	PROPN
fis-5092	292	3	mohamed	mohamed	PROPN
fis-5092	292	4	et	et	PROPN
fis-5092	292	5	alii	alii	PROPN
fis-5092	292	6	,	,	PUNCT
fis-5092	292	7	frattura	frattura	PROPN
fis-5092	292	8	ed	ed	PROPN
fis-5092	292	9	integrità	integrità	PROPN
fis-5092	292	10	strutturale	strutturale	PROPN
fis-5092	292	11	,	,	PUNCT
fis-5092	292	12	70	70	NUM
fis-5092	292	13	(	(	PUNCT
fis-5092	292	14	2024	2024	NUM
fis-5092	292	15	)	)	PUNCT
fis-5092	292	16	286	286	NUM
fis-5092	292	17	-	-	SYM
fis-5092	292	18	309	309	NUM
fis-5092	292	19	;	;	PUNCT
fis-5092	292	20	doi	doi	NOUN
fis-5092	292	21	:	:	PUNCT
fis-5092	292	22	10.3221	10.3221	NUM
fis-5092	292	23	/	/	SYM
fis-5092	292	24	igf	igf	PROPN
fis-5092	292	25	-	-	ADJ
fis-5092	292	26	esis.70.17	esis.70.17	PROPN
fis-5092	292	27	306	306	NUM
fis-5092	292	28	to	to	PART
fis-5092	292	29	calculate	calculate	VERB
fis-5092	292	30	equivalent	equivalent	ADJ
fis-5092	292	31	viscous	viscous	ADJ
fis-5092	292	32	damping	damping	NOUN
fis-5092	292	33	in	in	ADP
fis-5092	292	34	relation	relation	NOUN
fis-5092	292	35	to	to	ADP
fis-5092	292	36	displacement	displacement	ADJ
fis-5092	292	37	ductility	ductility	NOUN
fis-5092	292	38	,	,	PUNCT
fis-5092	292	39	many	many	ADJ
fis-5092	292	40	researchers	researcher	NOUN
fis-5092	292	41	created	create	VERB
fis-5092	292	42	formulas	formula	NOUN
fis-5092	292	43	.	.	PUNCT
fis-5092	293	1	for	for	ADP
fis-5092	293	2	instance	instance	NOUN
fis-5092	293	3	,	,	PUNCT
fis-5092	293	4	the	the	DET
fis-5092	293	5	comparable	comparable	ADJ
fis-5092	293	6	viscous	viscous	ADJ
fis-5092	293	7	damping	damping	NOUN
fis-5092	293	8	was	be	AUX
fis-5092	293	9	calculated	calculate	VERB
fis-5092	293	10	as	as	SCONJ
fis-5092	293	11	follows	follow	NOUN
fis-5092	293	12	by	by	ADP
fis-5092	293	13	gulkan	gulkan	PROPN
fis-5092	293	14	and	and	CCONJ
fis-5092	293	15	sozen	sozen	ADJ
fis-5092	294	1	[	[	X
fis-5092	294	2	23	23	NUM
fis-5092	294	3	]	]	X
fis-5092	294	4	:	:	PUNCT
fis-5092	294	5			VERB
fis-5092	294	6			NOUN
fis-5092	294	7			NOUN
fis-5092	294	8			PROPN
fis-5092	294	9			PROPN
fis-5092	294	10			ADV
fis-5092	294	11			X
fis-5092	294	12			X
fis-5092	294	13			PROPN
fis-5092	294	14			ADJ
fis-5092	294	15			NOUN
fis-5092	294	16	eq	eq	VERB
fis-5092	294	17	1	1	NUM
fis-5092	294	18	0.02	0.02	NUM
fis-5092	294	19	0.2	0.2	NUM
fis-5092	294	20	  	  	SPACE
fis-5092	294	21	1	1	NUM
fis-5092	294	22	(	(	PUNCT
fis-5092	294	23	3	3	NUM
fis-5092	294	24	)	)	PUNCT
fis-5092	294	25	midorikawa	midorikawa	NOUN
fis-5092	294	26	et	et	NOUN
fis-5092	294	27	al	al	PROPN
fis-5092	294	28	.	.	PUNCT
fis-5092	295	1	[	[	X
fis-5092	295	2	24	24	NUM
fis-5092	295	3	]	]	PUNCT
fis-5092	295	4	modified	modify	VERB
fis-5092	295	5	the	the	DET
fis-5092	295	6	earlier	early	ADJ
fis-5092	295	7	equation	equation	NOUN
fis-5092	295	8	by	by	ADP
fis-5092	295	9	raising	raise	VERB
fis-5092	295	10	the	the	DET
fis-5092	295	11	initial	initial	ADJ
fis-5092	295	12	damping	damping	NOUN
fis-5092	295	13	in	in	ADP
fis-5092	295	14	the	the	DET
fis-5092	295	15	elastic	elastic	ADJ
fis-5092	295	16	region	region	NOUN
fis-5092	295	17	and	and	CCONJ
fis-5092	295	18	the	the	DET
fis-5092	295	19	factor	factor	NOUN
fis-5092	295	20	0.2	0.2	NUM
fis-5092	295	21	in	in	ADP
fis-5092	295	22	front	front	NOUN
fis-5092	295	23	of	of	ADP
fis-5092	295	24	the	the	DET
fis-5092	295	25	bracket	bracket	NOUN
fis-5092	295	26	to	to	ADP
fis-5092	295	27	0.25	0.25	NUM
fis-5092	295	28	.	.	PUNCT
fis-5092	296	1	the	the	DET
fis-5092	296	2	modified	modify	VERB
fis-5092	296	3	equation	equation	NOUN
fis-5092	296	4	is	be	AUX
fis-5092	296	5	as	as	SCONJ
fis-5092	296	6	follows	follow	VERB
fis-5092	296	7	:	:	PUNCT
fis-5092	296	8			VERB
fis-5092	296	9			NOUN
fis-5092	296	10			NOUN
fis-5092	296	11			PROPN
fis-5092	296	12			PROPN
fis-5092	296	13			ADV
fis-5092	296	14			X
fis-5092	296	15			X
fis-5092	297	1			PROPN
fis-5092	297	2			ADJ
fis-5092	297	3			NOUN
fis-5092	297	4	eq	eq	VERB
fis-5092	297	5	1	1	NUM
fis-5092	297	6	0.05	0.05	NUM
fis-5092	297	7	0.25	0.25	NUM
fis-5092	297	8	  	  	SPACE
fis-5092	297	9	1	1	NUM
fis-5092	297	10	(	(	PUNCT
fis-5092	297	11	4	4	NUM
fis-5092	297	12	)	)	PUNCT
fis-5092	297	13	figure	figure	NOUN
fis-5092	297	14	26	26	NUM
fis-5092	297	15	.	.	PUNCT
fis-5092	298	1	displacement	displacement	ADJ
fis-5092	298	2	ductility	ductility	NOUN
fis-5092	298	3	values	value	NOUN
fis-5092	298	4	of	of	ADP
fis-5092	298	5	columns	column	NOUN
fis-5092	298	6	figure	figure	VERB
fis-5092	298	7	27	27	NUM
fis-5092	298	8	.	.	PUNCT
fis-5092	299	1	damping	damp	VERB
fis-5092	299	2	ratio	ratio	NOUN
fis-5092	299	3	values	value	NOUN
fis-5092	299	4	of	of	ADP
fis-5092	299	5	columns	column	NOUN
fis-5092	299	6	.	.	PUNCT
fis-5092	300	1	figure	figure	NOUN
fis-5092	300	2	28	28	NUM
fis-5092	300	3	.	.	PUNCT
fis-5092	301	1	effect	effect	NOUN
fis-5092	301	2	of	of	ADP
fis-5092	301	3	cr	cr	PROPN
fis-5092	301	4	on	on	ADP
fis-5092	301	5	displacement	displacement	ADJ
fis-5092	301	6	ductility	ductility	NOUN
fis-5092	301	7	and	and	CCONJ
fis-5092	301	8	damping	damp	VERB
fis-5092	301	9	ratio	ratio	NOUN
fis-5092	301	10	of	of	ADP
fis-5092	301	11	columns	column	NOUN
fis-5092	301	12	h.	h.	PROPN
fis-5092	301	13	a.	a.	PROPN
fis-5092	301	14	mohamed	mohamed	PROPN
fis-5092	301	15	et	et	PROPN
fis-5092	301	16	alii	alii	PROPN
fis-5092	301	17	,	,	PUNCT
fis-5092	301	18	frattura	frattura	PROPN
fis-5092	301	19	ed	ed	PROPN
fis-5092	301	20	integrità	integrità	PROPN
fis-5092	301	21	strutturale	strutturale	PROPN
fis-5092	301	22	,	,	PUNCT
fis-5092	301	23	70	70	NUM
fis-5092	301	24	(	(	PUNCT
fis-5092	301	25	2024	2024	NUM
fis-5092	301	26	)	)	PUNCT
fis-5092	301	27	286	286	NUM
fis-5092	301	28	-	-	SYM
fis-5092	301	29	309	309	NUM
fis-5092	301	30	;	;	PUNCT
fis-5092	301	31	doi	doi	NOUN
fis-5092	301	32	:	:	PUNCT
fis-5092	301	33	10.3221	10.3221	NUM
fis-5092	301	34	/	/	SYM
fis-5092	301	35	igf	igf	PROPN
fis-5092	301	36	-	-	PROPN
fis-5092	301	37	esis.70.17	esis.70.17	PROPN
fis-5092	301	38	307	307	NUM
fis-5092	301	39	in	in	ADP
fis-5092	301	40	fig	fig	NOUN
fis-5092	301	41	.	.	PUNCT
fis-5092	302	1	27	27	NUM
fis-5092	302	2	,	,	PUNCT
fis-5092	302	3	the	the	DET
fis-5092	302	4	test	test	NOUN
fis-5092	302	5	data	datum	NOUN
fis-5092	302	6	is	be	AUX
fis-5092	302	7	displayed	display	VERB
fis-5092	302	8	using	use	VERB
fis-5092	302	9	eq	eq	ADP
fis-5092	302	10	.	.	PROPN
fis-5092	302	11	4	4	X
fis-5092	302	12	.	.	PUNCT
fis-5092	303	1	the	the	DET
fis-5092	303	2	figure	figure	NOUN
fis-5092	303	3	shows	show	VERB
fis-5092	303	4	how	how	SCONJ
fis-5092	303	5	successfully	successfully	ADV
fis-5092	303	6	the	the	DET
fis-5092	303	7	equation	equation	NOUN
fis-5092	303	8	predicted	predict	VERB
fis-5092	303	9	the	the	DET
fis-5092	303	10	data	datum	NOUN
fis-5092	303	11	's	's	PART
fis-5092	303	12	trend	trend	NOUN
fis-5092	303	13	.	.	PUNCT
fis-5092	304	1	however	however	ADV
fis-5092	304	2	,	,	PUNCT
fis-5092	304	3	it	it	PRON
fis-5092	304	4	's	be	AUX
fis-5092	304	5	systematically	systematically	ADV
fis-5092	304	6	conservative	conservative	ADJ
fis-5092	304	7	.	.	PUNCT
fis-5092	305	1	the	the	DET
fis-5092	305	2	equivalent	equivalent	ADJ
fis-5092	305	3	viscous	viscous	ADJ
fis-5092	305	4	damping	damp	VERB
fis-5092	305	5	ratio	ratio	NOUN
fis-5092	305	6	improved	improve	VERB
fis-5092	305	7	by	by	ADP
fis-5092	305	8	33.67	33.67	NUM
fis-5092	305	9	%	%	NOUN
fis-5092	305	10	when	when	SCONJ
fis-5092	305	11	crumb	crumb	NOUN
fis-5092	305	12	rubber	rubber	NOUN
fis-5092	305	13	replacement	replacement	NOUN
fis-5092	305	14	was	be	AUX
fis-5092	305	15	raised	raise	VERB
fis-5092	305	16	from	from	ADP
fis-5092	305	17	0	0	NUM
fis-5092	305	18	%	%	NOUN
fis-5092	305	19	to	to	PART
fis-5092	305	20	10	10	NUM
fis-5092	305	21	%	%	NOUN
fis-5092	305	22	.	.	PUNCT
fis-5092	306	1	at	at	ADP
fis-5092	306	2	15	15	NUM
fis-5092	306	3	%	%	NOUN
fis-5092	306	4	replacement	replacement	NOUN
fis-5092	306	5	,	,	PUNCT
fis-5092	306	6	the	the	DET
fis-5092	306	7	damping	damp	VERB
fis-5092	306	8	ratio	ratio	NOUN
fis-5092	306	9	rose	rise	VERB
fis-5092	306	10	to	to	ADP
fis-5092	306	11	44.02	44.02	NUM
fis-5092	306	12	%	%	NOUN
fis-5092	306	13	.	.	PUNCT
fis-5092	307	1	additionally	additionally	ADV
fis-5092	307	2	,	,	PUNCT
fis-5092	307	3	employing	employ	VERB
fis-5092	307	4	rubberized	rubberize	VERB
fis-5092	307	5	concrete	concrete	NOUN
fis-5092	307	6	can	can	AUX
fis-5092	307	7	help	help	VERB
fis-5092	307	8	lessen	lessen	VERB
fis-5092	307	9	the	the	DET
fis-5092	307	10	extent	extent	NOUN
fis-5092	307	11	of	of	ADP
fis-5092	307	12	damage	damage	NOUN
fis-5092	307	13	by	by	ADP
fis-5092	307	14	delaying	delay	VERB
fis-5092	307	15	the	the	DET
fis-5092	307	16	start	start	NOUN
fis-5092	307	17	of	of	ADP
fis-5092	307	18	an	an	DET
fis-5092	307	19	earthquake	earthquake	NOUN
fis-5092	307	20	's	's	PART
fis-5092	307	21	damage	damage	NOUN
fis-5092	307	22	[	[	X
fis-5092	307	23	25	25	NUM
fis-5092	307	24	]	]	PUNCT
fis-5092	307	25	.	.	PUNCT
fis-5092	308	1	rubberized	rubberize	VERB
fis-5092	308	2	concrete	concrete	NOUN
fis-5092	308	3	is	be	AUX
fis-5092	308	4	more	more	ADV
fis-5092	308	5	flexible	flexible	ADJ
fis-5092	308	6	than	than	ADP
fis-5092	308	7	traditional	traditional	ADJ
fis-5092	308	8	concrete	concrete	NOUN
fis-5092	308	9	,	,	PUNCT
fis-5092	308	10	so	so	CCONJ
fis-5092	308	11	the	the	DET
fis-5092	308	12	amount	amount	NOUN
fis-5092	308	13	of	of	ADP
fis-5092	308	14	concrete	concrete	ADJ
fis-5092	308	15	cover	cover	NOUN
fis-5092	308	16	splitting	splitting	NOUN
fis-5092	308	17	was	be	AUX
fis-5092	308	18	delayed	delay	VERB
fis-5092	308	19	,	,	PUNCT
fis-5092	308	20	and	and	CCONJ
fis-5092	308	21	the	the	DET
fis-5092	308	22	amount	amount	NOUN
fis-5092	308	23	of	of	ADP
fis-5092	308	24	concrete	concrete	ADJ
fis-5092	308	25	cracking	cracking	NOUN
fis-5092	308	26	was	be	AUX
fis-5092	308	27	minimal	minimal	ADJ
fis-5092	308	28	.	.	PUNCT
fis-5092	309	1	the	the	DET
fis-5092	309	2	reason	reason	NOUN
fis-5092	309	3	for	for	ADP
fis-5092	309	4	these	these	DET
fis-5092	309	5	advantages	advantage	NOUN
fis-5092	309	6	is	be	AUX
fis-5092	309	7	that	that	SCONJ
fis-5092	309	8	rubberized	rubberize	VERB
fis-5092	309	9	concrete	concrete	NOUN
fis-5092	309	10	is	be	AUX
fis-5092	309	11	more	more	ADV
fis-5092	309	12	elastic	elastic	ADJ
fis-5092	309	13	than	than	ADP
fis-5092	309	14	regular	regular	ADJ
fis-5092	309	15	concrete	concrete	NOUN
fis-5092	309	16	.	.	PUNCT
fis-5092	310	1	rubberized	rubberize	VERB
fis-5092	310	2	concrete	concrete	NOUN
fis-5092	310	3	can	can	AUX
fis-5092	310	4	be	be	AUX
fis-5092	310	5	utilized	utilize	VERB
fis-5092	310	6	as	as	ADP
fis-5092	310	7	a	a	DET
fis-5092	310	8	green	green	ADJ
fis-5092	310	9	replacement	replacement	NOUN
fis-5092	310	10	for	for	ADP
fis-5092	310	11	regular	regular	ADJ
fis-5092	310	12	concrete	concrete	NOUN
fis-5092	310	13	in	in	ADP
fis-5092	310	14	structural	structural	ADJ
fis-5092	310	15	sections	section	NOUN
fis-5092	310	16	that	that	PRON
fis-5092	310	17	are	be	AUX
fis-5092	310	18	susceptible	susceptible	ADJ
fis-5092	310	19	to	to	ADP
fis-5092	310	20	the	the	DET
fis-5092	310	21	effects	effect	NOUN
fis-5092	310	22	of	of	ADP
fis-5092	310	23	cyclic	cyclic	ADJ
fis-5092	310	24	loads	load	NOUN
fis-5092	310	25	.	.	PUNCT
fis-5092	311	1	as	as	SCONJ
fis-5092	311	2	seen	see	VERB
fis-5092	311	3	in	in	ADP
fis-5092	311	4	fig	fig	NOUN
fis-5092	311	5	.	.	PUNCT
fis-5092	312	1	28	28	NUM
fis-5092	312	2	,	,	PUNCT
fis-5092	312	3	findings	finding	NOUN
fis-5092	312	4	demonstrated	demonstrate	VERB
fis-5092	312	5	that	that	SCONJ
fis-5092	312	6	the	the	DET
fis-5092	312	7	use	use	NOUN
fis-5092	312	8	of	of	ADP
fis-5092	312	9	crump	crump	NOUN
fis-5092	312	10	rubber	rubber	NOUN
fis-5092	312	11	improve	improve	VERB
fis-5092	312	12	the	the	DET
fis-5092	312	13	displacement	displacement	ADJ
fis-5092	312	14	ductility	ductility	NOUN
fis-5092	312	15	and	and	CCONJ
fis-5092	312	16	viscous	viscous	ADJ
fis-5092	312	17	damping	damp	VERB
fis-5092	312	18	ratio	ratio	NOUN
fis-5092	312	19	in	in	ADP
fis-5092	312	20	reinforced	reinforce	VERB
fis-5092	312	21	concrete	concrete	ADJ
fis-5092	312	22	columns	column	NOUN
fis-5092	312	23	under	under	ADP
fis-5092	312	24	cyclic	cyclic	ADJ
fis-5092	312	25	loads	load	NOUN
fis-5092	312	26	[	[	X
fis-5092	312	27	14	14	NUM
fis-5092	312	28	]	]	PUNCT
fis-5092	312	29	.	.	PUNCT
fis-5092	313	1	conclusions	conclusion	NOUN
fis-5092	313	2	his	his	PRON
fis-5092	313	3	paper	paper	NOUN
fis-5092	313	4	presents	present	VERB
fis-5092	313	5	experimental	experimental	ADJ
fis-5092	313	6	and	and	CCONJ
fis-5092	313	7	fem	fem	NOUN
fis-5092	313	8	to	to	PART
fis-5092	313	9	evaluate	evaluate	VERB
fis-5092	313	10	performance	performance	NOUN
fis-5092	313	11	of	of	ADP
fis-5092	313	12	rcc	rcc	PROPN
fis-5092	313	13	columns	column	NOUN
fis-5092	313	14	at	at	ADP
fis-5092	313	15	axial	axial	ADJ
fis-5092	313	16	and	and	CCONJ
fis-5092	313	17	cyclic	cyclic	ADJ
fis-5092	313	18	loads	load	NOUN
fis-5092	313	19	.	.	PUNCT
fis-5092	314	1	rubberized	rubberize	VERB
fis-5092	314	2	and	and	CCONJ
fis-5092	314	3	conventional	conventional	ADJ
fis-5092	314	4	concrete	concrete	NOUN
fis-5092	314	5	were	be	AUX
fis-5092	314	6	used	use	VERB
fis-5092	314	7	to	to	PART
fis-5092	314	8	cast	cast	VERB
fis-5092	314	9	the	the	DET
fis-5092	314	10	tested	test	VERB
fis-5092	314	11	reinforced	reinforce	VERB
fis-5092	314	12	concrete	concrete	ADJ
fis-5092	314	13	columns	column	NOUN
fis-5092	314	14	.	.	PUNCT
fis-5092	315	1	the	the	DET
fis-5092	315	2	following	follow	VERB
fis-5092	315	3	conclusions	conclusion	NOUN
fis-5092	315	4	might	might	AUX
fis-5092	315	5	be	be	AUX
fis-5092	315	6	drawn	draw	VERB
fis-5092	315	7	based	base	VERB
fis-5092	315	8	on	on	ADP
fis-5092	315	9	the	the	DET
fis-5092	315	10	study	study	NOUN
fis-5092	315	11	's	's	PART
fis-5092	315	12	findings	finding	NOUN
fis-5092	315	13	:	:	PUNCT
fis-5092	315	14	rubberized	rubberize	VERB
fis-5092	315	15	reinforced	reinforce	VERB
fis-5092	315	16	concrete	concrete	ADJ
fis-5092	315	17	columns	column	NOUN
fis-5092	315	18	at	at	ADP
fis-5092	315	19	axial	axial	ADJ
fis-5092	315	20	loads	load	NOUN
fis-5092	315	21	(	(	PUNCT
fis-5092	315	22	experimental	experimental	ADJ
fis-5092	315	23	results	result	NOUN
fis-5092	315	24	)	)	PUNCT
fis-5092	315	25			ADP
fis-5092	315	26	the	the	DET
fis-5092	315	27	value	value	NOUN
fis-5092	315	28	of	of	ADP
fis-5092	315	29	compressive	compressive	ADJ
fis-5092	315	30	strength	strength	NOUN
fis-5092	315	31	(	(	PUNCT
fis-5092	315	32	fcu	fcu	PROPN
fis-5092	315	33	)	)	PUNCT
fis-5092	315	34	reduced	reduce	VERB
fis-5092	315	35	by	by	ADP
fis-5092	315	36	18.33	18.33	NUM
fis-5092	315	37	%	%	NOUN
fis-5092	315	38	and	and	CCONJ
fis-5092	315	39	26.5	26.5	NUM
fis-5092	315	40	%	%	NOUN
fis-5092	315	41	when	when	SCONJ
fis-5092	315	42	the	the	DET
fis-5092	315	43	fine	fine	ADJ
fis-5092	315	44	aggregate	aggregate	NOUN
fis-5092	315	45	was	be	AUX
fis-5092	315	46	partially	partially	ADV
fis-5092	315	47	replaced	replace	VERB
fis-5092	315	48	by	by	ADP
fis-5092	315	49	10	10	NUM
fis-5092	315	50	%	%	NOUN
fis-5092	315	51	and	and	CCONJ
fis-5092	315	52	15	15	NUM
fis-5092	315	53	%	%	NOUN
fis-5092	315	54	cr	cr	NOUN
fis-5092	315	55	,	,	PUNCT
fis-5092	315	56	respectively	respectively	ADV
fis-5092	315	57	,	,	PUNCT
fis-5092	315	58	in	in	ADP
fis-5092	315	59	contrast	contrast	NOUN
fis-5092	315	60	to	to	ADP
fis-5092	315	61	concrete	concrete	NOUN
fis-5092	315	62	without	without	ADP
fis-5092	315	63	cr	cr	PROPN
fis-5092	315	64	.	.	PUNCT
fis-5092	316	1			PUNCT
fis-5092	316	2	adding	add	VERB
fis-5092	316	3	a	a	DET
fis-5092	316	4	10	10	NUM
fis-5092	316	5	%	%	NOUN
fis-5092	316	6	and	and	CCONJ
fis-5092	316	7	15	15	NUM
fis-5092	316	8	%	%	NOUN
fis-5092	316	9	cr	cr	NOUN
fis-5092	316	10	to	to	ADP
fis-5092	316	11	the	the	DET
fis-5092	316	12	fine	fine	ADJ
fis-5092	316	13	aggregate	aggregate	NOUN
fis-5092	316	14	resulted	result	VERB
fis-5092	316	15	in	in	ADP
fis-5092	316	16	an	an	DET
fis-5092	316	17	18.5	18.5	NUM
fis-5092	316	18	%	%	NOUN
fis-5092	316	19	and	and	CCONJ
fis-5092	316	20	25.5	25.5	NUM
fis-5092	316	21	%	%	NOUN
fis-5092	316	22	,	,	PUNCT
fis-5092	316	23	respectively	respectively	ADV
fis-5092	316	24	,	,	PUNCT
fis-5092	316	25	lower	low	ADJ
fis-5092	316	26	value	value	NOUN
fis-5092	316	27	compared	compare	VERB
fis-5092	316	28	to	to	ADP
fis-5092	316	29	specimens	specimen	NOUN
fis-5092	316	30	without	without	ADP
fis-5092	316	31	the	the	DET
fis-5092	316	32	cr	cr	PROPN
fis-5092	316	33	.	.	PUNCT
fis-5092	317	1			PROPN
fis-5092	317	2	in	in	ADP
fis-5092	317	3	general	general	ADJ
fis-5092	317	4	,	,	PUNCT
fis-5092	317	5	the	the	DET
fis-5092	317	6	mechanical	mechanical	ADJ
fis-5092	317	7	properties	property	NOUN
fis-5092	317	8	of	of	ADP
fis-5092	317	9	crump	crump	NOUN
fis-5092	317	10	rubber	rubber	NOUN
fis-5092	317	11	concrete	concrete	NOUN
fis-5092	317	12	reduced	reduce	VERB
fis-5092	317	13	as	as	SCONJ
fis-5092	317	14	the	the	DET
fis-5092	317	15	crump	crump	NOUN
fis-5092	317	16	rubber	rubber	NOUN
fis-5092	317	17	content	content	NOUN
fis-5092	317	18	increased	increase	VERB
fis-5092	317	19			PROPN
fis-5092	317	20	the	the	DET
fis-5092	317	21	rubberized	rubberize	VERB
fis-5092	317	22	reinforced	reinforce	VERB
fis-5092	317	23	concrete	concrete	ADJ
fis-5092	317	24	columns	column	NOUN
fis-5092	317	25	with	with	ADP
fis-5092	317	26	10	10	NUM
fis-5092	317	27	%	%	NOUN
fis-5092	317	28	and	and	CCONJ
fis-5092	317	29	15	15	NUM
fis-5092	317	30	%	%	NOUN
fis-5092	317	31	crump	crump	NOUN
fis-5092	317	32	rubber	rubber	NOUN
fis-5092	317	33	showed	show	VERB
fis-5092	317	34	a	a	DET
fis-5092	317	35	lower	low	ADJ
fis-5092	317	36	load	load	NOUN
fis-5092	317	37	capacity	capacity	NOUN
fis-5092	317	38	compared	compare	VERB
fis-5092	317	39	to	to	ADP
fis-5092	317	40	rc	rc	PROPN
fis-5092	317	41	columns	column	NOUN
fis-5092	317	42	without	without	ADP
fis-5092	317	43	cr	cr	PROPN
fis-5092	317	44	.	.	PUNCT
fis-5092	318	1			PROPN
fis-5092	318	2	for	for	ADP
fis-5092	318	3	circular	circular	ADJ
fis-5092	318	4	rubberized	rubberize	VERB
fis-5092	318	5	reinforced	reinforce	VERB
fis-5092	318	6	concrete	concrete	ADJ
fis-5092	318	7	columns	column	NOUN
fis-5092	318	8	with	with	ADP
fis-5092	318	9	10	10	NUM
fis-5092	318	10	%	%	NOUN
fis-5092	318	11	cr	cr	NOUN
fis-5092	318	12	and	and	CCONJ
fis-5092	318	13	1.5	1.5	NUM
fis-5092	318	14	m	m	NOUN
fis-5092	318	15	and	and	CCONJ
fis-5092	318	16	1.8	1.8	NUM
fis-5092	318	17	m	m	NOUN
fis-5092	318	18	height	height	NOUN
fis-5092	318	19	,	,	PUNCT
fis-5092	318	20	the	the	DET
fis-5092	318	21	corresponding	corresponding	ADJ
fis-5092	318	22	reduction	reduction	NOUN
fis-5092	318	23	in	in	ADP
fis-5092	318	24	load	load	NOUN
fis-5092	318	25	capacity	capacity	NOUN
fis-5092	318	26	was	be	AUX
fis-5092	318	27	14.95	14.95	NUM
fis-5092	318	28	%	%	NOUN
fis-5092	318	29	and	and	CCONJ
fis-5092	318	30	13.19	13.19	NUM
fis-5092	318	31	%	%	NOUN
fis-5092	318	32	,	,	PUNCT
fis-5092	318	33	respectively	respectively	ADV
fis-5092	318	34	,	,	PUNCT
fis-5092	318	35	over	over	ADP
fis-5092	318	36	that	that	PRON
fis-5092	318	37	of	of	ADP
fis-5092	318	38	rc	rc	PROPN
fis-5092	318	39	columns	column	NOUN
fis-5092	318	40	without	without	ADP
fis-5092	318	41	cr	cr	PROPN
fis-5092	318	42	.	.	PUNCT
fis-5092	319	1	in	in	ADP
fis-5092	319	2	the	the	DET
fis-5092	319	3	case	case	NOUN
fis-5092	319	4	of	of	ADP
fis-5092	319	5	circular	circular	ADJ
fis-5092	319	6	rrc	rrc	ADJ
fis-5092	319	7	columns	column	NOUN
fis-5092	319	8	with	with	ADP
fis-5092	319	9	1.5	1.5	NUM
fis-5092	319	10	m	m	NOUN
fis-5092	319	11	and	and	CCONJ
fis-5092	319	12	1.8	1.8	NUM
fis-5092	319	13	m	m	NOUN
fis-5092	319	14	height	height	NOUN
fis-5092	319	15	,	,	PUNCT
fis-5092	319	16	the	the	DET
fis-5092	319	17	ratios	ratio	NOUN
fis-5092	319	18	of	of	ADP
fis-5092	319	19	load	load	NOUN
fis-5092	319	20	capacity	capacity	NOUN
fis-5092	319	21	in	in	ADP
fis-5092	319	22	columns	column	NOUN
fis-5092	319	23	with	with	ADP
fis-5092	319	24	15	15	NUM
fis-5092	319	25	%	%	NOUN
fis-5092	319	26	cr	cr	NOUN
fis-5092	319	27	decreased	decrease	VERB
fis-5092	319	28	by	by	ADP
fis-5092	319	29	20.24	20.24	NUM
fis-5092	319	30	%	%	NOUN
fis-5092	319	31	and	and	CCONJ
fis-5092	319	32	20	20	NUM
fis-5092	319	33	%	%	NOUN
fis-5092	319	34	,	,	PUNCT
fis-5092	319	35	respectively	respectively	ADV
fis-5092	319	36	.	.	PUNCT
fis-5092	320	1			ADP
fis-5092	320	2	the	the	DET
fis-5092	320	3	ductility	ductility	NOUN
fis-5092	320	4	index	index	NOUN
fis-5092	320	5	dropped	drop	VERB
fis-5092	320	6	when	when	SCONJ
fis-5092	320	7	the	the	DET
fis-5092	320	8	crump	crump	NOUN
fis-5092	320	9	rubber	rubber	NOUN
fis-5092	320	10	was	be	AUX
fis-5092	320	11	used	use	VERB
fis-5092	320	12	in	in	ADP
fis-5092	320	13	reinforced	reinforce	VERB
fis-5092	320	14	concrete	concrete	ADJ
fis-5092	320	15	columns	column	NOUN
fis-5092	320	16	under	under	ADP
fis-5092	320	17	axial	axial	ADJ
fis-5092	320	18	loading	loading	NOUN
fis-5092	320	19	.	.	PUNCT
fis-5092	321	1	rubberized	rubberize	VERB
fis-5092	321	2	reinforced	reinforce	VERB
fis-5092	321	3	concrete	concrete	ADJ
fis-5092	321	4	columns	column	NOUN
fis-5092	321	5	at	at	ADP
fis-5092	321	6	cyclic	cyclic	ADJ
fis-5092	321	7	loading	loading	NOUN
fis-5092	321	8	(	(	PUNCT
fis-5092	321	9	numerical	numerical	ADJ
fis-5092	321	10	results	result	NOUN
fis-5092	321	11	)	)	PUNCT
fis-5092	321	12			ADP
fis-5092	321	13	the	the	DET
fis-5092	321	14	lateral	lateral	ADJ
fis-5092	321	15	displacement	displacement	NOUN
fis-5092	321	16	was	be	AUX
fis-5092	321	17	significantly	significantly	ADV
fis-5092	321	18	improved	improve	VERB
fis-5092	321	19	for	for	ADP
fis-5092	321	20	rubberized	rubberize	VERB
fis-5092	321	21	reinforced	reinforce	VERB
fis-5092	321	22	concrete	concrete	ADJ
fis-5092	321	23	columns	column	NOUN
fis-5092	321	24	with	with	ADP
fis-5092	321	25	10	10	NUM
fis-5092	321	26	%	%	NOUN
fis-5092	321	27	and	and	CCONJ
fis-5092	321	28	15	15	NUM
fis-5092	321	29	%	%	NOUN
fis-5092	321	30	replacement	replacement	NOUN
fis-5092	321	31	of	of	ADP
fis-5092	321	32	fine	fine	ADJ
fis-5092	321	33	aggregates	aggregate	NOUN
fis-5092	321	34	compared	compare	VERB
fis-5092	321	35	to	to	ADP
fis-5092	321	36	columns	column	NOUN
fis-5092	321	37	without	without	ADP
fis-5092	321	38	cr	cr	PROPN
fis-5092	321	39	.	.	PUNCT
fis-5092	322	1			X
fis-5092	322	2	the	the	DET
fis-5092	322	3	rubberized	rubberize	VERB
fis-5092	322	4	reinforced	reinforce	VERB
fis-5092	322	5	concrete	concrete	ADJ
fis-5092	322	6	columns	column	NOUN
fis-5092	322	7	with	with	ADP
fis-5092	322	8	10	10	NUM
fis-5092	322	9	%	%	NOUN
fis-5092	322	10	and	and	CCONJ
fis-5092	322	11	15	15	NUM
fis-5092	322	12	%	%	NOUN
fis-5092	323	1	cr	cr	NOUN
fis-5092	323	2	indicated	indicate	VERB
fis-5092	323	3	an	an	DET
fis-5092	323	4	increase	increase	NOUN
fis-5092	323	5	in	in	ADP
fis-5092	323	6	lateral	lateral	ADJ
fis-5092	323	7	displacement	displacement	NOUN
fis-5092	323	8	of	of	ADP
fis-5092	323	9	26.5	26.5	NUM
fis-5092	323	10	%	%	NOUN
fis-5092	323	11	and	and	CCONJ
fis-5092	323	12	34.5	34.5	NUM
fis-5092	323	13	%	%	NOUN
fis-5092	323	14	compared	compare	VERB
fis-5092	323	15	to	to	ADP
fis-5092	323	16	the	the	DET
fis-5092	323	17	traditional	traditional	ADJ
fis-5092	323	18	rc	rc	PROPN
fis-5092	323	19	column	column	NOUN
fis-5092	323	20	with	with	ADP
fis-5092	323	21	a	a	DET
fis-5092	323	22	height	height	NOUN
fis-5092	323	23	of	of	ADP
fis-5092	323	24	1.5	1.5	NUM
fis-5092	323	25	m.	m.	NOUN
fis-5092	323	26			ADP
fis-5092	323	27	the	the	DET
fis-5092	323	28	lateral	lateral	ADJ
fis-5092	323	29	displacement	displacement	NOUN
fis-5092	323	30	improved	improve	VERB
fis-5092	323	31	by	by	ADP
fis-5092	323	32	9.4	9.4	NUM
fis-5092	323	33	%	%	NOUN
fis-5092	323	34	and	and	CCONJ
fis-5092	323	35	28.6	28.6	NUM
fis-5092	323	36	%	%	NOUN
fis-5092	323	37	,	,	PUNCT
fis-5092	323	38	respectively	respectively	ADV
fis-5092	323	39	,	,	PUNCT
fis-5092	323	40	when	when	SCONJ
fis-5092	323	41	rubberized	rubberize	VERB
fis-5092	323	42	concrete	concrete	ADJ
fis-5092	323	43	columns	column	NOUN
fis-5092	323	44	with	with	ADP
fis-5092	323	45	10	10	NUM
fis-5092	323	46	%	%	NOUN
fis-5092	323	47	and	and	CCONJ
fis-5092	323	48	15	15	NUM
fis-5092	323	49	%	%	NOUN
fis-5092	323	50	replacement	replacement	NOUN
fis-5092	323	51	by	by	ADP
fis-5092	323	52	1.8	1.8	NUM
fis-5092	323	53	m	m	NOUN
fis-5092	323	54	in	in	ADP
fis-5092	323	55	height	height	NOUN
fis-5092	323	56	were	be	AUX
fis-5092	323	57	compared	compare	VERB
fis-5092	323	58	to	to	ADP
fis-5092	323	59	columns	column	NOUN
fis-5092	323	60	without	without	ADP
fis-5092	323	61	cr	cr	PROPN
fis-5092	323	62	.	.	PUNCT
fis-5092	324	1			X
fis-5092	324	2	the	the	DET
fis-5092	324	3	ultimate	ultimate	ADJ
fis-5092	324	4	lateral	lateral	ADJ
fis-5092	324	5	loads	load	NOUN
fis-5092	324	6	of	of	ADP
fis-5092	324	7	reinforced	reinforce	VERB
fis-5092	324	8	square	square	ADJ
fis-5092	324	9	columns	column	NOUN
fis-5092	324	10	with	with	ADP
fis-5092	324	11	a	a	DET
fis-5092	324	12	height	height	NOUN
fis-5092	324	13	of	of	ADP
fis-5092	324	14	1.5	1.5	NUM
fis-5092	324	15	m	m	NOUN
fis-5092	324	16	without	without	ADP
fis-5092	324	17	cr	cr	NOUN
fis-5092	324	18	were	be	AUX
fis-5092	324	19	5.6	5.6	NUM
fis-5092	324	20	%	%	NOUN
fis-5092	324	21	and	and	CCONJ
fis-5092	324	22	6.7	6.7	NUM
fis-5092	324	23	%	%	NOUN
fis-5092	324	24	,	,	PUNCT
fis-5092	324	25	respectively	respectively	ADV
fis-5092	324	26	,	,	PUNCT
fis-5092	324	27	greater	great	ADJ
fis-5092	324	28	than	than	ADP
fis-5092	324	29	those	those	PRON
fis-5092	324	30	of	of	ADP
fis-5092	324	31	rc	rc	PROPN
fis-5092	324	32	columns	column	NOUN
fis-5092	324	33	with	with	ADP
fis-5092	324	34	10	10	NUM
fis-5092	324	35	%	%	NOUN
fis-5092	324	36	and	and	CCONJ
fis-5092	324	37	15	15	NUM
fis-5092	324	38	%	%	NOUN
fis-5092	324	39	cr	cr	NOUN
fis-5092	324	40	replacement	replacement	NOUN
fis-5092	324	41	.	.	PUNCT
fis-5092	325	1			X
fis-5092	325	2	the	the	DET
fis-5092	325	3	ultimate	ultimate	ADJ
fis-5092	325	4	lateral	lateral	ADJ
fis-5092	325	5	load	load	NOUN
fis-5092	325	6	was	be	AUX
fis-5092	325	7	reduced	reduce	VERB
fis-5092	325	8	by	by	ADP
fis-5092	325	9	3.71	3.71	NUM
fis-5092	325	10	%	%	NOUN
fis-5092	325	11	and	and	CCONJ
fis-5092	325	12	8.02	8.02	NUM
fis-5092	325	13	%	%	NOUN
fis-5092	325	14	for	for	ADP
fis-5092	325	15	square	square	ADJ
fis-5092	325	16	rrc	rrc	PROPN
fis-5092	325	17	columns	column	NOUN
fis-5092	325	18	with	with	ADP
fis-5092	325	19	a	a	DET
fis-5092	325	20	height	height	NOUN
fis-5092	325	21	of	of	ADP
fis-5092	325	22	1.8	1.8	NUM
fis-5092	325	23	m	m	NOUN
fis-5092	325	24	as	as	SCONJ
fis-5092	325	25	compared	compare	VERB
fis-5092	325	26	to	to	ADP
fis-5092	325	27	rc	rc	PROPN
fis-5092	325	28	columns	column	NOUN
fis-5092	325	29	without	without	ADP
fis-5092	325	30	crump	crump	NOUN
fis-5092	325	31	rubber	rubber	NOUN
fis-5092	325	32	.	.	PUNCT
fis-5092	326	1			ADP
fis-5092	326	2	the	the	DET
fis-5092	326	3	displacement	displacement	ADJ
fis-5092	326	4	ductility	ductility	NOUN
fis-5092	326	5	rose	rise	VERB
fis-5092	326	6	by	by	ADP
fis-5092	326	7	80.47	80.47	NUM
fis-5092	326	8	%	%	NOUN
fis-5092	326	9	when	when	SCONJ
fis-5092	326	10	the	the	DET
fis-5092	326	11	ratio	ratio	NOUN
fis-5092	326	12	of	of	ADP
fis-5092	326	13	cr	cr	PROPN
fis-5092	326	14	was	be	AUX
fis-5092	326	15	raised	raise	VERB
fis-5092	326	16	from	from	ADP
fis-5092	326	17	0	0	NUM
fis-5092	326	18	%	%	NOUN
fis-5092	326	19	to	to	PART
fis-5092	326	20	10	10	NUM
fis-5092	326	21	%	%	NOUN
fis-5092	326	22	.	.	PUNCT
fis-5092	327	1	the	the	DET
fis-5092	327	2	displacement	displacement	ADJ
fis-5092	327	3	ductility	ductility	NOUN
fis-5092	327	4	of	of	ADP
fis-5092	327	5	1.5	1.5	NUM
fis-5092	327	6	m	m	NOUN
fis-5092	327	7	-	-	PUNCT
fis-5092	327	8	height	height	NOUN
fis-5092	327	9	square	square	ADJ
fis-5092	327	10	columns	column	NOUN
fis-5092	327	11	rose	rise	VERB
fis-5092	327	12	by	by	ADP
fis-5092	327	13	125.58	125.58	NUM
fis-5092	327	14	%	%	NOUN
fis-5092	327	15	when	when	SCONJ
fis-5092	327	16	the	the	DET
fis-5092	327	17	cr	cr	PROPN
fis-5092	327	18	ratio	ratio	PROPN
fis-5092	327	19	was	be	AUX
fis-5092	327	20	raised	raise	VERB
fis-5092	327	21	from	from	ADP
fis-5092	327	22	0	0	NUM
fis-5092	327	23	%	%	NOUN
fis-5092	327	24	to	to	PART
fis-5092	327	25	15	15	NUM
fis-5092	327	26	%	%	NOUN
fis-5092	327	27	.	.	PUNCT
fis-5092	328	1			ADP
fis-5092	328	2	the	the	DET
fis-5092	328	3	square	square	ADJ
fis-5092	328	4	rubberized	rubberize	VERB
fis-5092	328	5	reinforced	reinforce	VERB
fis-5092	328	6	concrete	concrete	ADJ
fis-5092	328	7	columns	column	NOUN
fis-5092	328	8	with	with	ADP
fis-5092	328	9	a	a	DET
fis-5092	328	10	1.8	1.8	NUM
fis-5092	328	11	m	m	NOUN
fis-5092	328	12	height	height	NOUN
fis-5092	328	13	showed	show	VERB
fis-5092	328	14	improvements	improvement	NOUN
fis-5092	328	15	in	in	ADP
fis-5092	328	16	displacement	displacement	ADJ
fis-5092	328	17	ductility	ductility	NOUN
fis-5092	328	18	of	of	ADP
fis-5092	328	19	38.95	38.95	NUM
fis-5092	328	20	%	%	NOUN
fis-5092	328	21	and	and	CCONJ
fis-5092	328	22	85.79	85.79	NUM
fis-5092	328	23	%	%	NOUN
fis-5092	328	24	when	when	SCONJ
fis-5092	328	25	the	the	DET
fis-5092	328	26	fine	fine	ADJ
fis-5092	328	27	aggregates	aggregate	NOUN
fis-5092	328	28	were	be	AUX
fis-5092	328	29	replaced	replace	VERB
fis-5092	328	30	by	by	ADP
fis-5092	328	31	10	10	NUM
fis-5092	328	32	%	%	NOUN
fis-5092	328	33	and	and	CCONJ
fis-5092	328	34	15	15	NUM
fis-5092	328	35	%	%	NOUN
fis-5092	328	36	cr	cr	NOUN
fis-5092	328	37	,	,	PUNCT
fis-5092	328	38	respectively	respectively	ADV
fis-5092	328	39	,	,	PUNCT
fis-5092	328	40	compared	compare	VERB
fis-5092	328	41	to	to	ADP
fis-5092	328	42	the	the	DET
fis-5092	328	43	columns	column	NOUN
fis-5092	328	44	without	without	ADP
fis-5092	328	45	crump	crump	NOUN
fis-5092	328	46	rubber	rubber	NOUN
fis-5092	328	47	.	.	PUNCT
fis-5092	329	1			ADP
fis-5092	329	2	the	the	DET
fis-5092	329	3	rubberized	rubberize	VERB
fis-5092	329	4	reinforced	reinforce	VERB
fis-5092	329	5	concrete	concrete	ADJ
fis-5092	329	6	columns	column	NOUN
fis-5092	329	7	showed	show	VERB
fis-5092	329	8	a	a	DET
fis-5092	329	9	more	more	ADV
fis-5092	329	10	ductile	ductile	NOUN
fis-5092	329	11	reaction	reaction	NOUN
fis-5092	329	12	than	than	ADP
fis-5092	329	13	the	the	DET
fis-5092	329	14	traditional	traditional	ADJ
fis-5092	329	15	reinforced	reinforce	VERB
fis-5092	329	16	concrete	concrete	ADJ
fis-5092	329	17	columns	column	NOUN
fis-5092	329	18	,	,	PUNCT
fis-5092	329	19	as	as	SCONJ
fis-5092	329	20	evidenced	evidence	VERB
fis-5092	329	21	by	by	ADP
fis-5092	329	22	their	their	PRON
fis-5092	329	23	softer	soft	ADJ
fis-5092	329	24	post	post	ADJ
fis-5092	329	25	-	-	ADJ
fis-5092	329	26	peak	peak	ADJ
fis-5092	329	27	response	response	NOUN
fis-5092	329	28	.	.	PUNCT
fis-5092	330	1			ADP
fis-5092	330	2	the	the	DET
fis-5092	330	3	equivalent	equivalent	ADJ
fis-5092	330	4	viscous	viscous	ADJ
fis-5092	330	5	damping	damp	VERB
fis-5092	330	6	ratio	ratio	NOUN
fis-5092	330	7	was	be	AUX
fis-5092	330	8	enhanced	enhance	VERB
fis-5092	330	9	by	by	ADP
fis-5092	330	10	33.67	33.67	NUM
fis-5092	330	11	%	%	NOUN
fis-5092	330	12	when	when	SCONJ
fis-5092	330	13	increasing	increase	VERB
fis-5092	330	14	crumb	crumb	NOUN
fis-5092	330	15	rubber	rubber	NOUN
fis-5092	330	16	(	(	PUNCT
fis-5092	330	17	cr	cr	NOUN
fis-5092	330	18	)	)	PUNCT
fis-5092	330	19	from	from	ADP
fis-5092	330	20	0	0	NUM
fis-5092	330	21	%	%	NOUN
fis-5092	330	22	to	to	PART
fis-5092	330	23	10	10	NUM
fis-5092	330	24	%	%	NOUN
fis-5092	330	25	,	,	PUNCT
fis-5092	330	26	and	and	CCONJ
fis-5092	330	27	when	when	SCONJ
fis-5092	330	28	crumb	crumb	NOUN
fis-5092	330	29	rubber	rubber	NOUN
fis-5092	330	30	(	(	PUNCT
fis-5092	330	31	cr	cr	NOUN
fis-5092	330	32	)	)	PUNCT
fis-5092	330	33	replacement	replacement	NOUN
fis-5092	330	34	became	become	VERB
fis-5092	330	35	15	15	NUM
fis-5092	330	36	%	%	NOUN
fis-5092	330	37	,	,	PUNCT
fis-5092	330	38	the	the	DET
fis-5092	330	39	damping	damp	VERB
fis-5092	330	40	ratio	ratio	NOUN
fis-5092	330	41	increased	increase	VERB
fis-5092	330	42	to	to	ADP
fis-5092	330	43	44.02	44.02	NUM
fis-5092	330	44	%	%	NOUN
fis-5092	330	45	for	for	ADP
fis-5092	330	46	the	the	DET
fis-5092	330	47	columns	column	NOUN
fis-5092	330	48	with	with	ADP
fis-5092	330	49	1.5	1.5	NUM
fis-5092	330	50	m	m	NOUN
fis-5092	330	51	height	height	NOUN
fis-5092	330	52	.	.	PUNCT
fis-5092	331	1	t	t	PROPN
fis-5092	331	2	h.	h.	PROPN
fis-5092	331	3	a.	a.	PROPN
fis-5092	331	4	mohamed	mohamed	PROPN
fis-5092	331	5	et	et	PROPN
fis-5092	331	6	alii	alii	PROPN
fis-5092	331	7	,	,	PUNCT
fis-5092	331	8	frattura	frattura	PROPN
fis-5092	331	9	ed	ed	PROPN
fis-5092	331	10	integrità	integrità	PROPN
fis-5092	331	11	strutturale	strutturale	PROPN
fis-5092	331	12	,	,	PUNCT
fis-5092	331	13	70	70	NUM
fis-5092	331	14	(	(	PUNCT
fis-5092	331	15	2024	2024	NUM
fis-5092	331	16	)	)	PUNCT
fis-5092	331	17	286	286	NUM
fis-5092	331	18	-	-	SYM
fis-5092	331	19	309	309	NUM
fis-5092	331	20	;	;	PUNCT
fis-5092	331	21	doi	doi	NOUN
fis-5092	331	22	:	:	PUNCT
fis-5092	331	23	10.3221	10.3221	NUM
fis-5092	331	24	/	/	SYM
fis-5092	331	25	igf	igf	PROPN
fis-5092	331	26	-	-	ADJ
fis-5092	331	27	esis.70.17	esis.70.17	PROPN
fis-5092	331	28	308	308	NUM
fis-5092	331	29			NUM
fis-5092	331	30	when	when	SCONJ
fis-5092	331	31	10	10	NUM
fis-5092	331	32	%	%	NOUN
fis-5092	331	33	and	and	CCONJ
fis-5092	331	34	15	15	NUM
fis-5092	331	35	%	%	NOUN
fis-5092	331	36	of	of	ADP
fis-5092	331	37	the	the	DET
fis-5092	331	38	fine	fine	ADJ
fis-5092	331	39	aggregates	aggregate	NOUN
fis-5092	331	40	were	be	AUX
fis-5092	331	41	replaced	replace	VERB
fis-5092	331	42	with	with	ADP
fis-5092	331	43	cr	cr	NOUN
fis-5092	331	44	in	in	ADP
fis-5092	331	45	square	square	ADJ
fis-5092	331	46	rrc	rrc	PROPN
fis-5092	331	47	columns	column	NOUN
fis-5092	331	48	with	with	ADP
fis-5092	331	49	a	a	DET
fis-5092	331	50	height	height	NOUN
fis-5092	331	51	of	of	ADP
fis-5092	331	52	1.8	1.8	NUM
fis-5092	331	53	m	m	NOUN
fis-5092	331	54	,	,	PUNCT
fis-5092	331	55	the	the	DET
fis-5092	331	56	damping	damp	VERB
fis-5092	331	57	ratio	ratio	NOUN
fis-5092	331	58	rose	rise	VERB
fis-5092	331	59	by	by	ADP
fis-5092	331	60	23.19	23.19	NUM
fis-5092	331	61	%	%	NOUN
fis-5092	331	62	and	and	CCONJ
fis-5092	331	63	40.73	40.73	NUM
fis-5092	331	64	%	%	NOUN
fis-5092	331	65	,	,	PUNCT
fis-5092	331	66	respectively	respectively	ADV
fis-5092	331	67	.	.	PUNCT
fis-5092	332	1			VERB
fis-5092	332	2	by	by	ADP
fis-5092	332	3	using	use	VERB
fis-5092	332	4	rubberized	rubberize	VERB
fis-5092	332	5	concrete	concrete	NOUN
fis-5092	332	6	,	,	PUNCT
fis-5092	332	7	the	the	DET
fis-5092	332	8	damage	damage	NOUN
fis-5092	332	9	from	from	ADP
fis-5092	332	10	an	an	DET
fis-5092	332	11	earthquake	earthquake	NOUN
fis-5092	332	12	may	may	AUX
fis-5092	332	13	not	not	PART
fis-5092	332	14	occur	occur	VERB
fis-5092	332	15	as	as	ADV
fis-5092	332	16	soon	soon	ADV
fis-5092	332	17	,	,	PUNCT
fis-5092	332	18	which	which	PRON
fis-5092	332	19	can	can	AUX
fis-5092	332	20	assist	assist	VERB
fis-5092	332	21	to	to	PART
fis-5092	332	22	limit	limit	VERB
fis-5092	332	23	the	the	DET
fis-5092	332	24	amount	amount	NOUN
fis-5092	332	25	of	of	ADP
fis-5092	332	26	damage	damage	NOUN
fis-5092	332	27	.	.	PUNCT
fis-5092	333	1	these	these	DET
fis-5092	333	2	conclusions	conclusion	NOUN
fis-5092	333	3	showed	show	VERB
fis-5092	333	4	that	that	SCONJ
fis-5092	333	5	crump	crump	NOUN
fis-5092	333	6	rubber	rubber	NOUN
fis-5092	333	7	can	can	AUX
fis-5092	333	8	be	be	AUX
fis-5092	333	9	employed	employ	VERB
fis-5092	333	10	in	in	ADP
fis-5092	333	11	reinforced	reinforce	VERB
fis-5092	333	12	concrete	concrete	ADJ
fis-5092	333	13	columns	column	NOUN
fis-5092	333	14	without	without	ADP
fis-5092	333	15	significantly	significantly	ADV
fis-5092	333	16	affecting	affect	VERB
fis-5092	333	17	their	their	PRON
fis-5092	333	18	final	final	ADJ
fis-5092	333	19	strength	strength	NOUN
fis-5092	333	20	or	or	CCONJ
fis-5092	333	21	deformability	deformability	NOUN
fis-5092	333	22	.	.	PUNCT
fis-5092	334	1	however	however	ADV
fis-5092	334	2	,	,	PUNCT
fis-5092	334	3	crumb	crumb	NOUN
fis-5092	334	4	rubber	rubber	NOUN
fis-5092	334	5	concrete	concrete	NOUN
fis-5092	334	6	can	can	AUX
fis-5092	334	7	delay	delay	VERB
fis-5092	334	8	and	and	CCONJ
fis-5092	334	9	lessen	lessen	VERB
fis-5092	334	10	the	the	DET
fis-5092	334	11	amount	amount	NOUN
fis-5092	334	12	of	of	ADP
fis-5092	334	13	damage	damage	NOUN
fis-5092	334	14	produced	produce	VERB
fis-5092	334	15	by	by	ADP
fis-5092	334	16	cyclic	cyclic	ADJ
fis-5092	334	17	loads	load	NOUN
fis-5092	334	18	.	.	PUNCT
fis-5092	335	1	references	reference	NOUN
fis-5092	335	2	[	[	X
fis-5092	335	3	1	1	NUM
fis-5092	335	4	]	]	X
fis-5092	335	5	chen	chen	PROPN
fis-5092	335	6	,	,	PUNCT
fis-5092	335	7	m.	m.	NOUN
fis-5092	335	8	,	,	PUNCT
fis-5092	335	9	si	si	PROPN
fis-5092	335	10	,	,	PUNCT
fis-5092	335	11	h.	h.	PROPN
fis-5092	335	12	,	,	PUNCT
fis-5092	335	13	fan	fan	PROPN
fis-5092	335	14	,	,	PUNCT
fis-5092	335	15	x.	x.	PROPN
fis-5092	335	16	,	,	PUNCT
fis-5092	335	17	xuan	xuan	PROPN
fis-5092	335	18	,	,	PUNCT
fis-5092	335	19	y.	y.	PROPN
fis-5092	335	20	,	,	PUNCT
fis-5092	335	21	zhang	zhang	PROPN
fis-5092	335	22	,	,	PUNCT
fis-5092	335	23	m.	m.	NOUN
fis-5092	335	24	(	(	PUNCT
fis-5092	335	25	2022	2022	NUM
fis-5092	335	26	)	)	PUNCT
fis-5092	335	27	.	.	PUNCT
fis-5092	336	1	dynamic	dynamic	ADJ
fis-5092	336	2	compressive	compressive	ADJ
fis-5092	336	3	behavior	behavior	NOUN
fis-5092	336	4	of	of	ADP
fis-5092	336	5	recycled	recycled	ADJ
fis-5092	336	6	tire	tire	NOUN
fis-5092	336	7	steel	steel	NOUN
fis-5092	336	8	fiber	fiber	NOUN
fis-5092	336	9	reinforced	reinforce	VERB
fis-5092	336	10	concrete	concrete	NOUN
fis-5092	336	11	.	.	PUNCT
fis-5092	337	1	constr	constr	NOUN
fis-5092	337	2	.	.	PUNCT
fis-5092	338	1	build	build	VERB
fis-5092	338	2	.	.	PUNCT
fis-5092	339	1	mater	mater	NOUN
fis-5092	339	2	.	.	PROPN
fis-5092	339	3	,	,	PUNCT
fis-5092	339	4	316	316	NUM
fis-5092	339	5	(	(	PUNCT
fis-5092	339	6	3	3	NUM
fis-5092	339	7	)	)	PUNCT
fis-5092	339	8	,	,	PUNCT
fis-5092	339	9	pp	pp	PROPN
fis-5092	339	10	.	.	PUNCT
fis-5092	340	1	22	22	NUM
fis-5092	340	2	-	-	SYM
fis-5092	340	3	35	35	NUM
fis-5092	340	4	.	.	PUNCT
fis-5092	341	1	doi	doi	NOUN
fis-5092	341	2	:	:	PUNCT
fis-5092	341	3	10.1016	10.1016	NUM
fis-5092	341	4	/	/	SYM
fis-5092	341	5	j.conbuildmat.2021.125896	j.conbuildmat.2021.125896	NOUN
fis-5092	341	6	.	.	PUNCT
fis-5092	342	1	[	[	X
fis-5092	342	2	2	2	NUM
fis-5092	342	3	]	]	X
fis-5092	342	4	pham	pham	PROPN
fis-5092	342	5	,	,	PUNCT
fis-5092	342	6	t.m	t.m	PROPN
fis-5092	342	7	.	.	PROPN
fis-5092	342	8	,	,	PUNCT
fis-5092	342	9	elchalakani	elchalakani	PROPN
fis-5092	342	10	,	,	PUNCT
fis-5092	342	11	m.	m.	NOUN
fis-5092	342	12	,	,	PUNCT
fis-5092	342	13	hao	hao	PROPN
fis-5092	342	14	,	,	PUNCT
fis-5092	342	15	h.	h.	PROPN
fis-5092	342	16	(	(	PUNCT
fis-5092	342	17	2018	2018	NUM
fis-5092	342	18	)	)	PUNCT
fis-5092	342	19	.	.	PUNCT
fis-5092	343	1	axial	axial	ADJ
fis-5092	343	2	impact	impact	NOUN
fis-5092	343	3	resistance	resistance	NOUN
fis-5092	343	4	of	of	ADP
fis-5092	343	5	rubberized	rubberize	VERB
fis-5092	343	6	concrete	concrete	NOUN
fis-5092	343	7	with	with	ADP
fis-5092	343	8	/	/	SYM
fis-5092	343	9	without	without	ADP
fis-5092	343	10	frp	frp	PROPN
fis-5092	343	11	confinement	confinement	NOUN
fis-5092	343	12	for	for	ADP
fis-5092	343	13	sustainable	sustainable	ADJ
fis-5092	343	14	roadside	roadside	NOUN
fis-5092	343	15	barriers	barrier	NOUN
fis-5092	343	16	.	.	PUNCT
fis-5092	344	1	int	int	NOUN
fis-5092	344	2	j	j	PROPN
fis-5092	344	3	protect	protect	PROPN
fis-5092	344	4	struct	struct	NOUN
fis-5092	344	5	.	.	PUNCT
fis-5092	345	1	revision	revision	NOUN
fis-5092	345	2	.	.	PUNCT
fis-5092	346	1	10	10	NUM
fis-5092	346	2	(	(	PUNCT
fis-5092	346	3	2	2	NUM
fis-5092	346	4	)	)	PUNCT
fis-5092	346	5	,	,	PUNCT
fis-5092	346	6	pp	pp	PROPN
fis-5092	346	7	.	.	PUNCT
fis-5092	347	1	154	154	NUM
fis-5092	347	2	-	-	SYM
fis-5092	347	3	173	173	NUM
fis-5092	347	4	.	.	PUNCT
fis-5092	347	5	doi	doi	NOUN
fis-5092	347	6	:	:	PUNCT
fis-5092	347	7	10.1177/2041419618800771	10.1177/2041419618800771	NUM
fis-5092	347	8	.	.	PUNCT
fis-5092	348	1	[	[	X
fis-5092	348	2	3	3	NUM
fis-5092	348	3	]	]	X
fis-5092	348	4	elchalakani	elchalakani	NOUN
fis-5092	348	5	,	,	PUNCT
fis-5092	348	6	m.	m.	NOUN
fis-5092	348	7	(	(	PUNCT
fis-5092	348	8	2015	2015	NUM
fis-5092	348	9	)	)	PUNCT
fis-5092	348	10	.	.	PUNCT
fis-5092	349	1	high	high	ADJ
fis-5092	349	2	strength	strength	NOUN
fis-5092	349	3	rubberized	rubberize	VERB
fis-5092	349	4	concrete	concrete	ADJ
fis-5092	349	5	containing	contain	VERB
fis-5092	349	6	silica	silica	NOUN
fis-5092	349	7	fume	fume	NOUN
fis-5092	349	8	for	for	ADP
fis-5092	349	9	the	the	DET
fis-5092	349	10	construction	construction	NOUN
fis-5092	349	11	of	of	ADP
fis-5092	349	12	sustainable	sustainable	ADJ
fis-5092	349	13	roadside	roadside	NOUN
fis-5092	349	14	barriers	barrier	NOUN
fis-5092	349	15	.	.	PUNCT
fis-5092	350	1	structures	structure	NOUN
fis-5092	350	2	.	.	PUNCT
fis-5092	350	3	,	,	PUNCT
fis-5092	350	4	1	1	NUM
fis-5092	350	5	(	(	PUNCT
fis-5092	350	6	1	1	NUM
fis-5092	350	7	)	)	PUNCT
fis-5092	350	8	,	,	PUNCT
fis-5092	350	9	pp	pp	PROPN
fis-5092	350	10	.	.	PUNCT
fis-5092	351	1	20	20	NUM
fis-5092	351	2	-	-	SYM
fis-5092	351	3	38	38	NUM
fis-5092	351	4	.	.	PUNCT
fis-5092	352	1	doi	doi	NOUN
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fis-5092	361	2	.	.	PUNCT
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fis-5092	366	9	-	-	SYM
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fis-5092	366	11	.	.	PUNCT
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fis-5092	367	4	/	/	SYM
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fis-5092	395	28	(	(	PUNCT
fis-5092	395	29	2020	2020	NUM
fis-5092	395	30	)	)	PUNCT
fis-5092	395	31	.	.	PUNCT
fis-5092	396	1	mechanical	mechanical	ADJ
fis-5092	396	2	properties	property	NOUN
fis-5092	396	3	,	,	PUNCT
fis-5092	396	4	and	and	CCONJ
fis-5092	396	5	damping	damp	VERB
fis-5092	396	6	capacity	capacity	NOUN
fis-5092	396	7	of	of	ADP
fis-5092	396	8	polypropylene	polypropylene	NOUN
fis-5092	396	9	fiber	fiber	NOUN
fis-5092	396	10	reinforced	reinforce	VERB
fis-5092	396	11	concrete	concrete	NOUN
fis-5092	396	12	modified	modify	VERB
fis-5092	396	13	by	by	ADP
fis-5092	396	14	rubber	rubber	NOUN
fis-5092	396	15	powder	powder	NOUN
fis-5092	396	16	.	.	PUNCT
fis-5092	397	1	constr	constr	NOUN
fis-5092	397	2	.	.	PUNCT
fis-5092	398	1	build	build	VERB
fis-5092	398	2	.	.	PUNCT
fis-5092	399	1	mater	mater	NOUN
fis-5092	399	2	.	.	PROPN
fis-5092	400	1	,	,	PUNCT
fis-5092	400	2	242	242	NUM
fis-5092	400	3	(	(	PUNCT
fis-5092	400	4	1	1	NUM
fis-5092	400	5	)	)	PUNCT
fis-5092	400	6	,	,	PUNCT
fis-5092	400	7	pp	pp	PROPN
fis-5092	400	8	.	.	PUNCT
fis-5092	401	1	118	118	NUM
fis-5092	401	2	-	-	SYM
fis-5092	401	3	232	232	NUM
fis-5092	401	4	.	.	PUNCT
fis-5092	402	1	doi	doi	NOUN
fis-5092	402	2	:	:	PUNCT
fis-5092	402	3	10.1016	10.1016	NUM
fis-5092	402	4	/	/	SYM
fis-5092	402	5	j.conbuildmat.2020.118111	j.conbuildmat.2020.118111	PROPN
fis-5092	402	6	.	.	PUNCT
fis-5092	403	1	[	[	X
fis-5092	403	2	13	13	NUM
fis-5092	403	3	]	]	X
fis-5092	403	4	bisht	bisht	PROPN
fis-5092	403	5	,	,	PUNCT
fis-5092	403	6	k.	k.	PROPN
fis-5092	403	7	,	,	PUNCT
fis-5092	403	8	ramana	ramana	PROPN
fis-5092	403	9	,	,	PUNCT
fis-5092	403	10	p.	p.	NOUN
fis-5092	403	11	(	(	PUNCT
fis-5092	403	12	2017	2017	NUM
fis-5092	403	13	)	)	PUNCT
fis-5092	403	14	.	.	PUNCT
fis-5092	404	1	evaluation	evaluation	NOUN
fis-5092	404	2	of	of	ADP
fis-5092	404	3	mechanical	mechanical	ADJ
fis-5092	404	4	and	and	CCONJ
fis-5092	404	5	durability	durability	NOUN
fis-5092	404	6	properties	property	NOUN
fis-5092	404	7	of	of	ADP
fis-5092	404	8	crumb	crumb	NOUN
fis-5092	404	9	rubber	rubber	NOUN
fis-5092	404	10	concrete	concrete	NOUN
fis-5092	404	11	.	.	PUNCT
fis-5092	405	1	constr	constr	NOUN
fis-5092	405	2	.	.	PUNCT
fis-5092	406	1	build	build	PROPN
fis-5092	406	2	mater	mater	NOUN
fis-5092	406	3	.	.	PUNCT
fis-5092	407	1	,	,	PUNCT
fis-5092	407	2	155	155	NUM
fis-5092	407	3	(	(	PUNCT
fis-5092	407	4	1	1	NUM
fis-5092	407	5	)	)	PUNCT
fis-5092	407	6	,	,	PUNCT
fis-5092	407	7	pp	pp	PROPN
fis-5092	407	8	.	.	PUNCT
fis-5092	408	1	811	811	NUM
fis-5092	408	2	-	-	SYM
fis-5092	408	3	817	817	NUM
fis-5092	408	4	.	.	PUNCT
fis-5092	409	1	doi	doi	NOUN
fis-5092	409	2	:	:	PUNCT
fis-5092	409	3	10.1016	10.1016	NUM
fis-5092	409	4	/	/	SYM
fis-5092	409	5	j.conbuildmat.2017.08.131	j.conbuildmat.2017.08.131	PROPN
fis-5092	409	6	.	.	PUNCT
fis-5092	410	1	[	[	X
fis-5092	410	2	14	14	NUM
fis-5092	410	3	]	]	X
fis-5092	410	4	elghazouli	elghazouli	PROPN
fis-5092	410	5	,	,	PUNCT
fis-5092	410	6	a.y	a.y	PROPN
fis-5092	410	7	.	.	PROPN
fis-5092	410	8	,	,	PUNCT
fis-5092	410	9	bompa	bompa	PROPN
fis-5092	410	10	,	,	PUNCT
fis-5092	410	11	d.v	d.v	PROPN
fis-5092	410	12	.	.	PROPN
fis-5092	410	13	,	,	PUNCT
fis-5092	410	14	xu	xu	PROPN
fis-5092	410	15	,	,	PUNCT
fis-5092	410	16	b.	b.	PROPN
fis-5092	410	17	,	,	PUNCT
fis-5092	410	18	ruiz‐teran	ruiz‐teran	ADJ
fis-5092	410	19	,	,	PUNCT
fis-5092	410	20	a.m.	a.m.	ADV
fis-5092	410	21	,	,	PUNCT
fis-5092	410	22	staffor	staffor	PROPN
fis-5092	410	23	,	,	PUNCT
fis-5092	410	24	p.j	p.j	PROPN
fis-5092	410	25	.	.	PROPN
fis-5092	410	26	(	(	PUNCT
fis-5092	410	27	2018	2018	NUM
fis-5092	410	28	)	)	PUNCT
fis-5092	410	29	.	.	PUNCT
fis-5092	411	1	performance	performance	NOUN
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fis-5092	411	4	reinforced	reinforce	VERB
fis-5092	411	5	concrete	concrete	ADJ
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fis-5092	411	7	under	under	ADP
fis-5092	411	8	cyclic	cyclic	ADJ
fis-5092	411	9	loading	loading	NOUN
fis-5092	411	10	.	.	PUNCT
fis-5092	412	1	engineering	engineering	NOUN
fis-5092	412	2	structures	structure	NOUN
fis-5092	412	3	.	.	PUNCT
fis-5092	413	1	,	,	PUNCT
fis-5092	413	2	166	166	NUM
fis-5092	413	3	(	(	PUNCT
fis-5092	413	4	1	1	NUM
fis-5092	413	5	)	)	PUNCT
fis-5092	413	6	,	,	PUNCT
fis-5092	413	7	pp	pp	ADP
fis-5092	413	8	.	.	PUNCT
fis-5092	414	1	526–545	526–545	NUM
fis-5092	414	2	.	.	PUNCT
fis-5092	415	1	doi	doi	NOUN
fis-5092	415	2	:	:	PUNCT
fis-5092	415	3	10.1016	10.1016	NUM
fis-5092	415	4	/	/	SYM
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fis-5092	415	6	.	.	PUNCT
fis-5092	416	1	[	[	X
fis-5092	416	2	15	15	NUM
fis-5092	416	3	]	]	X
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fis-5092	416	5	,	,	PUNCT
fis-5092	416	6	i.a	i.a	PROPN
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fis-5092	416	8	,	,	PUNCT
fis-5092	416	9	mohamed	mohamed	PROPN
fis-5092	416	10	,	,	PUNCT
fis-5092	416	11	h.	h.	PROPN
fis-5092	416	12	a.	a.	PROPN
fis-5092	416	13	,	,	PUNCT
fis-5092	416	14	torres	torre	NOUN
fis-5092	416	15	,	,	PUNCT
fis-5092	416	16	l.	l.	PROPN
fis-5092	416	17	,	,	PUNCT
fis-5092	416	18	emara	emara	ADJ
fis-5092	416	19	,	,	PUNCT
fis-5092	416	20	m.	m.	NOUN
fis-5092	416	21	(	(	PUNCT
fis-5092	416	22	2020	2020	NUM
fis-5092	416	23	)	)	PUNCT
fis-5092	416	24	.	.	PUNCT
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fis-5092	417	3	of	of	ADP
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fis-5092	417	5	concrete	concrete	ADJ
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fis-5092	417	8	in	in	ADP
fis-5092	417	9	shear	shear	NOUN
fis-5092	417	10	using	use	VERB
fis-5092	417	11	welded	weld	VERB
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fis-5092	417	13	mesh	mesh	NOUN
fis-5092	417	14	.	.	PUNCT
fis-5092	418	1	composite	composite	ADJ
fis-5092	418	2	structures	structure	NOUN
fis-5092	418	3	.	.	PUNCT
fis-5092	419	1	,	,	PUNCT
fis-5092	419	2	247	247	NUM
fis-5092	419	3	(	(	PUNCT
fis-5092	419	4	1	1	NUM
fis-5092	419	5	)	)	PUNCT
fis-5092	419	6	,	,	PUNCT
fis-5092	419	7	pp	pp	PROPN
fis-5092	419	8	.	.	PUNCT
fis-5092	420	1	97	97	NUM
fis-5092	420	2	-	-	SYM
fis-5092	420	3	112	112	NUM
fis-5092	420	4	.	.	PUNCT
fis-5092	421	1	doi	doi	NOUN
fis-5092	421	2	:	:	PUNCT
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fis-5092	421	4	/	/	SYM
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fis-5092	421	6	[	[	PUNCT
fis-5092	421	7	16	16	NUM
fis-5092	421	8	]	]	X
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fis-5092	421	10	,	,	PUNCT
fis-5092	421	11	j.-h	j.-h	PROPN
fis-5092	421	12	.	.	PUNCT
fis-5092	421	13	,	,	PUNCT
fis-5092	421	14	guo	guo	PROPN
fis-5092	421	15	,	,	PUNCT
fis-5092	421	16	y.-c	y.-c	PROPN
fis-5092	421	17	.	.	PROPN
fis-5092	421	18	,	,	PUNCT
fis-5092	421	19	liu	liu	PROPN
fis-5092	421	20	,	,	PUNCT
fis-5092	421	21	l.-s	l.-s	PROPN
fis-5092	421	22	.	.	PUNCT
fis-5092	421	23	,	,	PUNCT
fis-5092	421	24	xie	xie	PROPN
fis-5092	421	25	,	,	PUNCT
fis-5092	421	26	z.-h	z.-h	PROPN
fis-5092	421	27	.	.	PUNCT
fis-5092	422	1	(	(	PUNCT
fis-5092	422	2	2015	2015	NUM
fis-5092	422	3	)	)	PUNCT
fis-5092	422	4	.	.	PUNCT
fis-5092	423	1	compressive	compressive	ADJ
fis-5092	423	2	and	and	CCONJ
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fis-5092	423	4	behaviors	behavior	NOUN
fis-5092	423	5	of	of	ADP
fis-5092	423	6	a	a	DET
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fis-5092	423	8	steel	steel	NOUN
fis-5092	423	9	-	-	PUNCT
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fis-5092	423	14	aggregate	aggregate	ADJ
fis-5092	423	15	concrete	concrete	NOUN
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fis-5092	423	17	crumb	crumb	NOUN
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fis-5092	423	19	.	.	PUNCT
fis-5092	424	1	constr	constr	NOUN
fis-5092	424	2	.	.	PUNCT
fis-5092	425	1	build	build	PROPN
fis-5092	425	2	mater	mater	NOUN
fis-5092	425	3	.	.	PUNCT
fis-5092	426	1	,	,	PUNCT
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fis-5092	426	3	(	(	PUNCT
fis-5092	426	4	1	1	NUM
fis-5092	426	5	)	)	PUNCT
fis-5092	426	6	,	,	PUNCT
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fis-5092	426	8	.	.	PUNCT
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fis-5092	427	2	-	-	SYM
fis-5092	427	3	272	272	NUM
fis-5092	427	4	.	.	PUNCT
fis-5092	428	1	doi	doi	NOUN
fis-5092	428	2	:	:	PUNCT
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fis-5092	428	4	/	/	SYM
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fis-5092	428	6	.	.	PUNCT
fis-5092	429	1	[	[	X
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fis-5092	429	3	]	]	X
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fis-5092	429	5	,	,	PUNCT
fis-5092	429	6	f.	f.	PROPN
fis-5092	429	7	,	,	PUNCT
fis-5092	429	8	mo	mo	PROPN
fis-5092	429	9	,	,	PUNCT
fis-5092	429	10	j.	j.	PROPN
fis-5092	429	11	,	,	PUNCT
fis-5092	429	12	wang	wang	PROPN
fis-5092	429	13	,	,	PUNCT
fis-5092	429	14	q.	q.	PROPN
fis-5092	429	15	,	,	PUNCT
fis-5092	429	16	ming	ming	PROPN
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fis-5092	429	18	,	,	PUNCT
fis-5092	429	19	j.	j.	PROPN
fis-5092	429	20	c.	c.	PROPN
fis-5092	429	21	(	(	PUNCT
fis-5092	429	22	2022	2022	NUM
fis-5092	429	23	)	)	PUNCT
fis-5092	429	24	.	.	PUNCT
fis-5092	430	1	crumb	crumb	NOUN
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fis-5092	430	11	:	:	PUNCT
fis-5092	430	12	an	an	DET
fis-5092	430	13	overview	overview	NOUN
fis-5092	430	14	.	.	PUNCT
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fis-5092	431	2	and	and	CCONJ
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fis-5092	431	4	materials	material	NOUN
fis-5092	431	5	.	.	PUNCT
fis-5092	432	1	,	,	PUNCT
fis-5092	432	2	343	343	NUM
fis-5092	432	3	(	(	PUNCT
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fis-5092	432	5	)	)	PUNCT
fis-5092	432	6	,	,	PUNCT
fis-5092	432	7	pp	pp	ADP
fis-5092	432	8	.	.	PUNCT
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fis-5092	433	2	-	-	SYM
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fis-5092	433	4	.	.	PUNCT
fis-5092	434	1	doi	doi	NOUN
fis-5092	434	2	:	:	PUNCT
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fis-5092	434	4	/	/	SYM
fis-5092	434	5	j.conbuildmat.2022.128049	j.conbuildmat.2022.128049	PROPN
fis-5092	434	6	.	.	PUNCT
fis-5092	435	1	[	[	X
fis-5092	435	2	18	18	NUM
fis-5092	435	3	]	]	SYM
fis-5092	435	4	dong	dong	PROPN
fis-5092	435	5	,	,	PUNCT
fis-5092	435	6	q.	q.	PROPN
fis-5092	435	7	,	,	PUNCT
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fis-5092	435	9	,	,	PUNCT
fis-5092	435	10	b.	b.	PROPN
fis-5092	435	11	and	and	CCONJ
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fis-5092	435	13	,	,	PUNCT
fis-5092	435	14	x.	x.	PROPN
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fis-5092	435	16	(	(	PUNCT
fis-5092	435	17	2013	2013	NUM
fis-5092	435	18	)	)	PUNCT
fis-5092	435	19	.	.	PUNCT
fis-5092	436	1	rubber	rubber	NOUN
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fis-5092	436	13	.	.	PUNCT
fis-5092	437	1	construction	construction	NOUN
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fis-5092	437	5	.	.	PUNCT
fis-5092	437	6	,	,	PUNCT
fis-5092	437	7	48	48	NUM
fis-5092	437	8	(	(	PUNCT
fis-5092	437	9	1	1	NUM
fis-5092	437	10	)	)	PUNCT
fis-5092	437	11	,	,	PUNCT
fis-5092	437	12	pp	pp	ADP
fis-5092	437	13	.	.	PUNCT
fis-5092	438	1	116123	116123	NUM
fis-5092	438	2	.	.	PUNCT
fis-5092	439	1	doi	doi	NOUN
fis-5092	439	2	:	:	PUNCT
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fis-5092	439	4	/	/	SYM
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fis-5092	439	6	.	.	PUNCT
fis-5092	440	1	[	[	X
fis-5092	440	2	19	19	NUM
fis-5092	440	3	]	]	X
fis-5092	440	4	dss	dss	NOUN
fis-5092	440	5	(	(	PUNCT
fis-5092	440	6	dassault	dassault	PROPN
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fis-5092	440	10	)	)	PUNCT
fis-5092	440	11	(	(	PUNCT
fis-5092	440	12	2014	2014	NUM
fis-5092	440	13	)	)	PUNCT
fis-5092	440	14	.	.	PUNCT
fis-5092	441	1	abaqus	abaqus	NOUN
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fis-5092	441	4	’s	’s	PART
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fis-5092	441	7	-	-	SYM
fis-5092	441	8	2	2	NUM
fis-5092	441	9	,	,	PUNCT
fis-5092	441	10	dss	dss	NOUN
fis-5092	441	11	,	,	PUNCT
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fis-5092	441	13	,	,	PUNCT
fis-5092	441	14	ri	ri	PROPN
fis-5092	441	15	,	,	PUNCT
fis-5092	441	16	usa	usa	PROPN
fis-5092	441	17	.	.	PROPN
fis-5092	441	18	h.	h.	PROPN
fis-5092	441	19	a.	a.	PROPN
fis-5092	441	20	mohamed	mohamed	PROPN
fis-5092	441	21	et	et	PROPN
fis-5092	441	22	alii	alii	PROPN
fis-5092	441	23	,	,	PUNCT
fis-5092	441	24	frattura	frattura	PROPN
fis-5092	441	25	ed	ed	PROPN
fis-5092	441	26	integrità	integrità	PROPN
fis-5092	441	27	strutturale	strutturale	PROPN
fis-5092	441	28	,	,	PUNCT
fis-5092	441	29	70	70	NUM
fis-5092	441	30	(	(	PUNCT
fis-5092	441	31	2024	2024	NUM
fis-5092	441	32	)	)	PUNCT
fis-5092	441	33	286	286	NUM
fis-5092	441	34	-	-	SYM
fis-5092	441	35	309	309	NUM
fis-5092	441	36	;	;	PUNCT
fis-5092	441	37	doi	doi	NOUN
fis-5092	441	38	:	:	PUNCT
fis-5092	441	39	10.3221	10.3221	NUM
fis-5092	441	40	/	/	SYM
fis-5092	441	41	igf	igf	PROPN
fis-5092	441	42	-	-	PROPN
fis-5092	441	43	esis.70.17	esis.70.17	ADJ
fis-5092	441	44	309	309	NUM
fis-5092	441	45	[	[	SYM
fis-5092	441	46	20	20	NUM
fis-5092	441	47	]	]	PUNCT
fis-5092	441	48	shin	shin	NOUN
fis-5092	441	49	,	,	PUNCT
fis-5092	441	50	d.-h	d.-h	PROPN
fis-5092	441	51	.	.	PROPN
fis-5092	441	52	,	,	PUNCT
fis-5092	441	53	kim	kim	PROPN
fis-5092	441	54	,	,	PUNCT
fis-5092	441	55	h.-j	h.-j	PROPN
fis-5092	441	56	.	.	PUNCT
fis-5092	442	1	(	(	PUNCT
fis-5092	442	2	2020	2020	NUM
fis-5092	442	3	)	)	PUNCT
fis-5092	442	4	.	.	PUNCT
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fis-5092	443	3	of	of	ADP
fis-5092	443	4	rectangular	rectangular	ADJ
fis-5092	443	5	rc	rc	PROPN
fis-5092	443	6	columns	column	NOUN
fis-5092	443	7	retrofitted	retrofit	VERB
fis-5092	443	8	by	by	ADP
fis-5092	443	9	hybrid	hybrid	ADJ
fis-5092	443	10	frp	frp	PROPN
fis-5092	443	11	sheets	sheet	NOUN
fis-5092	443	12	.	.	PUNCT
fis-5092	444	1	structures	structure	NOUN
fis-5092	444	2	.	.	PUNCT
fis-5092	444	3	,	,	PUNCT
fis-5092	444	4	28	28	NUM
fis-5092	444	5	(	(	PUNCT
fis-5092	444	6	2	2	NUM
fis-5092	444	7	)	)	PUNCT
fis-5092	444	8	,	,	PUNCT
fis-5092	444	9	pp	pp	PROPN
fis-5092	444	10	.	.	PUNCT
fis-5092	445	1	697	697	NUM
fis-5092	445	2	-	-	NUM
fis-5092	445	3	712	712	NUM
fis-5092	445	4	.	.	PUNCT
fis-5092	445	5	doi	doi	NOUN
fis-5092	445	6	:	:	PUNCT
fis-5092	445	7	10.1016	10.1016	NUM
fis-5092	445	8	/	/	SYM
fis-5092	445	9	j.istruc.2020.09.016	j.istruc.2020.09.016	PROPN
fis-5092	445	10	.	.	PUNCT
fis-5092	446	1	[	[	X
fis-5092	446	2	21	21	NUM
fis-5092	446	3	]	]	X
fis-5092	446	4	aci	aci	PROPN
fis-5092	446	5	(	(	PUNCT
fis-5092	446	6	2013	2013	NUM
fis-5092	446	7	)	)	PUNCT
fis-5092	446	8	.	.	PUNCT
fis-5092	447	1	guide	guide	VERB
fis-5092	447	2	for	for	ADP
fis-5092	447	3	testing	test	VERB
fis-5092	447	4	reinforced	reinforce	VERB
fis-5092	447	5	concrete	concrete	ADJ
fis-5092	447	6	structural	structural	ADJ
fis-5092	447	7	elements	element	NOUN
fis-5092	447	8	under	under	ADP
fis-5092	447	9	slowly	slowly	ADV
fis-5092	447	10	applied	apply	VERB
fis-5092	447	11	simulated	simulated	ADJ
fis-5092	447	12	seismic	seismic	ADJ
fis-5092	447	13	loads	load	NOUN
fis-5092	447	14	,	,	PUNCT
fis-5092	447	15	aci	aci	PROPN
fis-5092	447	16	374	374	NUM
fis-5092	447	17	,	,	PUNCT
fis-5092	447	18	american	american	PROPN
fis-5092	447	19	concrete	concrete	PROPN
fis-5092	447	20	institute	institute	PROPN
fis-5092	447	21	,	,	PUNCT
fis-5092	447	22	farmington	farmington	PROPN
fis-5092	447	23	hills	hills	PROPN
fis-5092	447	24	,	,	PUNCT
fis-5092	447	25	michigan	michigan	PROPN
fis-5092	447	26	,	,	PUNCT
fis-5092	447	27	u.s.a	u.s.a	PROPN
fis-5092	447	28	.	.	PUNCT
fis-5092	448	1	[	[	X
fis-5092	448	2	22	22	NUM
fis-5092	448	3	]	]	PUNCT
fis-5092	448	4	priestley	priestley	NOUN
fis-5092	448	5	,	,	PUNCT
fis-5092	448	6	m	m	PROPN
fis-5092	448	7	..	..	PUNCT
fis-5092	448	8	calvi	calvi	PROPN
fis-5092	448	9	,	,	PUNCT
fis-5092	448	10	g.	g.	PROPN
fis-5092	448	11	,	,	PUNCT
fis-5092	448	12	kowalsky	kowalsky	NOUN
fis-5092	448	13	,	,	PUNCT
fis-5092	448	14	m.	m.	NOUN
fis-5092	448	15	(	(	PUNCT
fis-5092	448	16	2007	2007	NUM
fis-5092	448	17	)	)	PUNCT
fis-5092	448	18	.	.	PUNCT
fis-5092	449	1	displacement	displacement	NOUN
fis-5092	449	2	-	-	PUNCT
fis-5092	449	3	based	base	VERB
fis-5092	449	4	seismic	seismic	ADJ
fis-5092	449	5	design	design	NOUN
fis-5092	449	6	of	of	ADP
fis-5092	449	7	structures	structure	NOUN
fis-5092	449	8	.	.	PUNCT
fis-5092	450	1	pavia	pavia	NOUN
fis-5092	450	2	,	,	PUNCT
fis-5092	450	3	iuss	iuss	ADJ
fis-5092	450	4	press	press	NOUN
fis-5092	450	5	,	,	PUNCT
fis-5092	450	6	italy	italy	PROPN
fis-5092	450	7	.	.	PUNCT
fis-5092	451	1	doi	doi	PROPN
fis-5092	451	2	:	:	PUNCT
fis-5092	451	3	10.1193/1.2932170	10.1193/1.2932170	NUM
fis-5092	451	4	.	.	PUNCT
fis-5092	452	1	[	[	X
fis-5092	452	2	23	23	NUM
fis-5092	452	3	]	]	X
fis-5092	452	4	gulkan	gulkan	PROPN
fis-5092	452	5	,	,	PUNCT
fis-5092	452	6	p.	p.	NOUN
fis-5092	452	7	,	,	PUNCT
fis-5092	452	8	and	and	CCONJ
fis-5092	452	9	sozen	sozen	NUM
fis-5092	452	10	,	,	PUNCT
fis-5092	452	11	m.	m.	NOUN
fis-5092	452	12	a.	a.	NOUN
fis-5092	452	13	(	(	PUNCT
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fis-5092	452	15	)	)	PUNCT
fis-5092	452	16	.	.	PUNCT
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fis-5092	453	4	reinforced	reinforce	VERB
fis-5092	453	5	concrete	concrete	ADJ
fis-5092	453	6	structures	structure	NOUN
fis-5092	453	7	to	to	ADP
fis-5092	453	8	earthquake	earthquake	NOUN
fis-5092	453	9	motions	motion	NOUN
fis-5092	453	10	.	.	PUNCT
fis-5092	454	1	j.	j.	PROPN
fis-5092	454	2	am	am	PROPN
fis-5092	454	3	.	.	PUNCT
fis-5092	455	1	concr	concr	PROPN
fis-5092	455	2	.	.	PUNCT
fis-5092	456	1	inst	inst	PROPN
fis-5092	456	2	.	.	PROPN
fis-5092	456	3	,	,	PUNCT
fis-5092	456	4	71	71	NUM
fis-5092	456	5	(	(	PUNCT
fis-5092	456	6	12	12	NUM
fis-5092	456	7	)	)	PUNCT
fis-5092	456	8	,	,	PUNCT
fis-5092	456	9	pp	pp	ADP
fis-5092	456	10	.	.	PUNCT
fis-5092	457	1	604	604	NUM
fis-5092	457	2	610	610	NUM
fis-5092	457	3	.	.	PUNCT
fis-5092	458	1	doi	doi	NOUN
fis-5092	458	2	:	:	PUNCT
fis-5092	458	3	10.14359/7110	10.14359/7110	NUM
fis-5092	458	4	.	.	PUNCT
fis-5092	459	1	[	[	X
fis-5092	459	2	24	24	NUM
fis-5092	459	3	]	]	PUNCT
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fis-5092	459	5	,	,	PUNCT
fis-5092	459	6	m.	m.	NOUN
fis-5092	459	7	,	,	PUNCT
fis-5092	459	8	hiraishi	hiraishi	PROPN
fis-5092	459	9	,	,	PUNCT
fis-5092	459	10	h.	h.	PROPN
fis-5092	459	11	,	,	PUNCT
fis-5092	459	12	okawa	okawa	PROPN
fis-5092	459	13	,	,	PUNCT
fis-5092	459	14	i.	i.	PROPN
fis-5092	459	15	,	,	PUNCT
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fis-5092	459	17	,	,	PUNCT
fis-5092	459	18	m.	m.	NOUN
fis-5092	459	19	,	,	PUNCT
fis-5092	459	20	teshigawara	teshigawara	NOUN
fis-5092	459	21	,	,	PUNCT
fis-5092	459	22	m.	m.	NOUN
fis-5092	459	23	,	,	PUNCT
fis-5092	459	24	and	and	CCONJ
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fis-5092	459	26	,	,	PUNCT
fis-5092	459	27	h.	h.	PROPN
fis-5092	459	28	(	(	PUNCT
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fis-5092	459	30	)	)	PUNCT
fis-5092	459	31	.	.	PUNCT
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fis-5092	460	3	seismic	seismic	ADJ
fis-5092	460	4	performance	performance	NOUN
fis-5092	460	5	evaluation	evaluation	NOUN
fis-5092	460	6	procedures	procedure	NOUN
fis-5092	460	7	in	in	ADP
fis-5092	460	8	building	build	VERB
fis-5092	460	9	code	code	NOUN
fis-5092	460	10	of	of	ADP
fis-5092	460	11	japan	japan	PROPN
fis-5092	460	12	.	.	PUNCT
fis-5092	461	1	proc	proc	PROPN
fis-5092	461	2	.	.	PROPN
fis-5092	461	3	,	,	PUNCT
fis-5092	461	4	12th	12th	ADJ
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fis-5092	461	7	.	.	PUNCT
fis-5092	462	1	on	on	ADP
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fis-5092	462	4	,	,	PUNCT
fis-5092	462	5	silverstream	silverstream	NOUN
fis-5092	462	6	,	,	PUNCT
fis-5092	462	7	new	new	PROPN
fis-5092	462	8	zealand	zealand	PROPN
fis-5092	462	9	.	.	PUNCT
fis-5092	463	1	[	[	X
fis-5092	463	2	25	25	NUM
fis-5092	463	3	]	]	PUNCT
fis-5092	463	4	kalman	kalman	PROPN
fis-5092	463	5	sipos	sipos	PROPN
fis-5092	463	6	,	,	PUNCT
fis-5092	463	7	t.	t.	PROPN
fis-5092	463	8	,	,	PUNCT
fis-5092	463	9	jelec	jelec	PROPN
fis-5092	463	10	,	,	PUNCT
fis-5092	463	11	k.	k.	PROPN
fis-5092	463	12	and	and	CCONJ
fis-5092	463	13	milicevic	milicevic	ADJ
fis-5092	463	14	,	,	PUNCT
fis-5092	463	15	i.	i.	NOUN
fis-5092	463	16	(	(	PUNCT
fis-5092	463	17	2023	2023	NUM
fis-5092	463	18	)	)	PUNCT
fis-5092	463	19	.	.	PUNCT
fis-5092	464	1	seismic	seismic	ADJ
fis-5092	464	2	performance	performance	NOUN
fis-5092	464	3	of	of	ADP
fis-5092	464	4	rubberized	rubberize	VERB
fis-5092	464	5	concrete	concrete	NOUN
fis-5092	464	6	in	in	ADP
fis-5092	464	7	structural	structural	ADJ
fis-5092	464	8	applications	application	NOUN
fis-5092	464	9	.	.	PUNCT
fis-5092	465	1	proceedings	proceeding	NOUN
fis-5092	465	2	of	of	ADP
fis-5092	465	3	the	the	DET
fis-5092	465	4	2nd	2nd	ADJ
fis-5092	465	5	croatian	croatian	ADJ
fis-5092	465	6	conference	conference	NOUN
fis-5092	465	7	on	on	ADP
fis-5092	465	8	earthquake	earthquake	NOUN
fis-5092	465	9	engineering	engineering	NOUN
fis-5092	465	10	.	.	PUNCT
fis-5092	465	11	,	,	PUNCT
fis-5092	465	12	2crocee	2crocee	NUM
fis-5092	465	13	.	.	PUNCT
fis-5092	465	14	doi	doi	NOUN
fis-5092	465	15	:	:	PUNCT
fis-5092	465	16	10.5592	10.5592	NUM
fis-5092	465	17	/	/	SYM
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fis-5092	465	19	.	.	PUNCT
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fis-5092	466	8	pu	pu	PROPN
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fis-5092	466	11	∆y	∆y	PROPN
fis-5092	466	12	yield	yield	VERB
fis-5092	466	13	displacement	displacement	NOUN
fis-5092	466	14	∆u	∆u	PROPN
fis-5092	466	15	ultimate	ultimate	ADJ
fis-5092	466	16	displacement	displacement	ADJ
fis-5092	466	17	di	di	NOUN
fis-5092	466	18	ductility	ductility	NOUN
fis-5092	466	19	index	index	NOUN
fis-5092	466	20	λ	λ	PROPN
fis-5092	466	21	buckling	buckling	NOUN
fis-5092	466	22	coefficient	coefficient	NOUN
fis-5092	466	23	μ	μ	NOUN
fis-5092	466	24	displacement	displacement	ADJ
fis-5092	466	25	ductility	ductility	NOUN
fis-5092	466	26	ξeq	ξeq	VERB
fis-5092	467	1	equivalent	equivalent	ADJ
fis-5092	467	2	viscous	viscous	ADJ
fis-5092	467	3	damping	damp	VERB
fis-5092	467	4	ξs	ξs	VERB
fis-5092	467	5	initial	initial	ADJ
fis-5092	467	6	elastic	elastic	ADJ
fis-5092	467	7	viscous	viscous	ADJ
fis-5092	467	8	damping	damp	VERB
fis-5092	467	9	ξhys	ξhy	NOUN
fis-5092	467	10	hysteretic	hysteretic	ADJ
fis-5092	467	11	viscous	viscous	ADJ
fis-5092	467	12	damping	damp	VERB
fis-5092	467	13	<	<	X
fis-5092	467	14	<	<	X
fis-5092	467	15	/ascii85encodepages	/ascii85encodepage	NOUN
fis-5092	467	16	false	false	ADJ
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fis-5092	467	18	false	false	ADJ
fis-5092	467	19	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-5092	467	20	true	true	ADJ
fis-5092	467	21	/autorotatepages	/autorotatepage	NOUN
fis-5092	467	22	/none	/none	PUNCT
fis-5092	467	23	/binding	/binding	PUNCT
fis-5092	468	1	/left	/left	ADJ
fis-5092	469	1	/calgrayprofile	/calgrayprofile	VERB
fis-5092	469	2	(	(	PUNCT
fis-5092	469	3	dot	dot	NOUN
fis-5092	469	4	gain	gain	NOUN
fis-5092	469	5	20	20	NUM
fis-5092	469	6	%	%	NOUN
fis-5092	469	7	)	)	PUNCT
fis-5092	469	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-5092	470	1	(	(	PUNCT
fis-5092	470	2	srgb	srgb	PROPN
fis-5092	470	3	iec61966	iec61966	NOUN
fis-5092	470	4	-	-	PUNCT
fis-5092	470	5	2.1	2.1	NUM
fis-5092	470	6	)	)	PUNCT
fis-5092	470	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-5092	471	1	(	(	PUNCT
fis-5092	471	2	u.s	u.s	PROPN
fis-5092	471	3	.	.	PROPN
fis-5092	471	4	web	web	NOUN
fis-5092	471	5	coated	coat	VERB
fis-5092	471	6	\050swop\051	\050swop\051	ADJ
fis-5092	471	7	v2	v2	NOUN
fis-5092	471	8	)	)	PUNCT
fis-5092	471	9	/srgbprofile	/srgbprofile	PUNCT
fis-5092	471	10	(	(	PUNCT
fis-5092	471	11	srgb	srgb	PROPN
fis-5092	471	12	iec61966	iec61966	NOUN
fis-5092	471	13	-	-	PUNCT
fis-5092	471	14	2.1	2.1	NUM
fis-5092	471	15	)	)	PUNCT
fis-5092	471	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-5092	472	1	/error	/error	INTJ
fis-5092	472	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-5092	473	1	1.4	1.4	NUM
fis-5092	473	2	/compressobjects	/compressobject	NOUN
fis-5092	473	3	/tags	/tag	VERB
fis-5092	473	4	/compresspages	/compresspage	NOUN
fis-5092	473	5	true	true	ADJ
fis-5092	473	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-5092	473	7	true	true	ADJ
fis-5092	473	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-5092	473	9	true	true	ADJ
fis-5092	473	10	/createjobticket	/createjobticket	NOUN
fis-5092	473	11	false	false	ADJ
fis-5092	473	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-5092	473	13	/default	/default	PUNCT
fis-5092	473	14	/detectblends	/detectblend	NOUN
fis-5092	473	15	true	true	ADJ
fis-5092	473	16	/detectcurves	/detectcurve	VERB
fis-5092	474	1	0.0000	0.0000	NUM
fis-5092	474	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-5092	474	3	/cmyk	/cmyk	PUNCT
fis-5092	475	1	/dothumbnails	/dothumbnail	VERB
fis-5092	476	1	false	false	ADJ
fis-5092	476	2	/embedallfonts	/embedallfont	NOUN
fis-5092	476	3	true	true	ADJ
fis-5092	476	4	/embedopentype	/embedopentype	PUNCT
fis-5092	476	5	false	false	ADJ
fis-5092	476	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-5092	476	7	true	true	ADJ
fis-5092	476	8	/embedjoboptions	/embedjoboption	NOUN
fis-5092	476	9	true	true	ADJ
fis-5092	476	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-5092	476	11	0	0	NUM
fis-5092	476	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-5092	476	13	false	false	ADJ
fis-5092	476	14	/endpage	/endpage	NOUN
fis-5092	476	15	-1	-1	NOUN
fis-5092	476	16	/imagememory	/imagememory	NUM
fis-5092	476	17	1048576	1048576	NUM
fis-5092	476	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-5092	476	19	false	false	ADJ
fis-5092	476	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-5092	476	21	100	100	NUM
fis-5092	476	22	/optimize	/optimize	NOUN
fis-5092	476	23	true	true	ADJ
fis-5092	476	24	/opm	/opm	NOUN
fis-5092	476	25	1	1	NUM
fis-5092	476	26	/parsedsccomments	/parsedsccomment	NOUN
fis-5092	476	27	true	true	ADJ
fis-5092	476	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-5092	476	29	true	true	ADJ
fis-5092	476	30	/preservecopypage	/preservecopypage	NOUN
fis-5092	476	31	true	true	ADJ
fis-5092	476	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-5092	476	33	true	true	ADJ
fis-5092	476	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-5092	476	35	true	true	ADJ
fis-5092	476	36	/preserveflatness	/preserveflatness	NOUN
fis-5092	476	37	true	true	ADJ
fis-5092	476	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-5092	476	39	false	false	ADJ
fis-5092	476	40	/preserveopicomments	/preserveopicomment	NOUN
fis-5092	476	41	true	true	ADJ
fis-5092	476	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-5092	476	43	true	true	ADJ
fis-5092	476	44	/startpage	/startpage	NOUN
fis-5092	476	45	1	1	NUM
fis-5092	476	46	/subsetfonts	/subsetfont	NOUN
fis-5092	476	47	true	true	ADJ
fis-5092	476	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-5092	476	49	/apply	/apply	PUNCT
fis-5092	476	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-5092	477	1	/preserve	/preserve	NOUN
fis-5092	477	2	/useprologue	/useprologue	NOUN
fis-5092	477	3	false	false	ADJ
fis-5092	477	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-5092	477	5	(	(	PUNCT
fis-5092	477	6	)	)	PUNCT
fis-5092	477	7	/alwaysembed	/alwaysembe	VERB
fis-5092	477	8	[	[	PUNCT
fis-5092	477	9	true	true	ADJ
fis-5092	477	10	]	]	PUNCT
fis-5092	477	11	/neverembed	/neverembed	PUNCT
fis-5092	478	1	[	[	PUNCT
fis-5092	478	2	true	true	ADJ
fis-5092	478	3	]	]	PUNCT
fis-5092	478	4	/antialiascolorimages	/antialiascolorimages	X
fis-5092	478	5	false	false	ADJ
fis-5092	478	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-5092	478	7	true	true	ADJ
fis-5092	478	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-5092	478	9	300	300	NUM
fis-5092	478	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-5092	478	11	/ok	/ok	ADJ
fis-5092	479	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-5092	480	1	true	true	ADJ
fis-5092	480	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-5092	480	3	/bicubic	/bicubic	NOUN
fis-5092	480	4	/colorimageresolution	/colorimageresolution	NOUN
fis-5092	481	1	300	300	NUM
fis-5092	481	2	/colorimagedepth	/colorimagedepth	PRON
fis-5092	481	3	-1	-1	INTJ
fis-5092	481	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-5092	481	5	1	1	NUM
fis-5092	481	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-5092	481	7	1.50000	1.50000	NUM
fis-5092	481	8	/encodecolorimages	/encodecolorimage	NOUN
fis-5092	481	9	true	true	ADJ
fis-5092	481	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-5092	481	11	/dctencode	/dctencode	PUNCT
fis-5092	482	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-5092	482	2	true	true	ADJ
fis-5092	482	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-5092	482	4	/jpeg	/jpeg	PUNCT
fis-5092	482	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-5092	483	1	<	<	X
fis-5092	483	2	<	<	X
fis-5092	483	3	/qfactor	/qfactor	NOUN
fis-5092	483	4	0.15	0.15	NUM
fis-5092	483	5	/hsamples	/hsample	NOUN
fis-5092	484	1	[	[	X
fis-5092	484	2	1	1	NUM
fis-5092	484	3	1	1	NUM
fis-5092	484	4	1	1	NUM
fis-5092	484	5	1	1	NUM
fis-5092	484	6	]	]	PUNCT
fis-5092	484	7	/vsamples	/vsample	NOUN
fis-5092	485	1	[	[	X
fis-5092	485	2	1	1	NUM
fis-5092	485	3	1	1	NUM
fis-5092	485	4	1	1	NUM
fis-5092	485	5	1	1	NUM
fis-5092	485	6	]	]	PUNCT
fis-5092	485	7	>	>	PUNCT
fis-5092	485	8	>	>	X
fis-5092	485	9	/colorimagedict	/colorimagedict	PUNCT
fis-5092	486	1	<	<	X
fis-5092	486	2	<	<	X
fis-5092	486	3	/qfactor	/qfactor	NOUN
fis-5092	486	4	0.15	0.15	NUM
fis-5092	486	5	/hsamples	/hsample	NOUN
fis-5092	487	1	[	[	X
fis-5092	487	2	1	1	NUM
fis-5092	487	3	1	1	NUM
fis-5092	487	4	1	1	NUM
fis-5092	487	5	1	1	NUM
fis-5092	487	6	]	]	PUNCT
fis-5092	487	7	/vsamples	/vsample	NOUN
fis-5092	488	1	[	[	X
fis-5092	488	2	1	1	NUM
fis-5092	488	3	1	1	NUM
fis-5092	488	4	1	1	NUM
fis-5092	488	5	1	1	NUM
fis-5092	488	6	]	]	PUNCT
fis-5092	488	7	>	>	PUNCT
fis-5092	488	8	>	>	X
fis-5092	488	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
fis-5092	489	1	<	<	X
fis-5092	489	2	<	<	X
fis-5092	489	3	/tilewidth	/tilewidth	PUNCT
fis-5092	489	4	256	256	NUM
fis-5092	489	5	/tileheight	/tileheight	NUM
fis-5092	489	6	256	256	NUM
fis-5092	489	7	/quality	/quality	NOUN
fis-5092	489	8	30	30	NUM
fis-5092	489	9	>	>	PUNCT
fis-5092	489	10	>	>	X
fis-5092	489	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-5092	489	12	<	<	X
fis-5092	489	13	<	<	X
fis-5092	489	14	/tilewidth	/tilewidth	PUNCT
fis-5092	489	15	256	256	NUM
fis-5092	489	16	/tileheight	/tileheight	NUM
fis-5092	489	17	256	256	NUM
fis-5092	489	18	/quality	/quality	NOUN
fis-5092	489	19	30	30	NUM
fis-5092	489	20	>	>	PUNCT
fis-5092	489	21	>	>	X
fis-5092	489	22	/antialiasgrayimages	/antialiasgrayimages	X
fis-5092	489	23	false	false	ADJ
fis-5092	489	24	/cropgrayimages	/cropgrayimage	NOUN
fis-5092	489	25	true	true	ADJ
fis-5092	489	26	/grayimageminresolution	/grayimageminresolution	ADV
fis-5092	489	27	300	300	NUM
fis-5092	489	28	/grayimageminresolutionpolicy	/grayimageminresolutionpolicy	NOUN
fis-5092	489	29	/ok	/ok	ADJ
fis-5092	489	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
fis-5092	490	1	true	true	ADJ
fis-5092	490	2	/grayimagedownsampletype	/grayimagedownsampletype	INTJ
fis-5092	490	3	/bicubic	/bicubic	NOUN
fis-5092	490	4	/grayimageresolution	/grayimageresolution	NOUN
fis-5092	490	5	300	300	NUM
fis-5092	490	6	/grayimagedepth	/grayimagedepth	PUNCT
fis-5092	490	7	-1	-1	PUNCT
fis-5092	490	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-5092	491	1	2	2	NUM
fis-5092	491	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
fis-5092	491	3	1.50000	1.50000	NUM
fis-5092	491	4	/encodegrayimages	/encodegrayimage	NOUN
fis-5092	491	5	true	true	ADJ
fis-5092	491	6	/grayimagefilter	/grayimagefilter	NOUN
fis-5092	491	7	/dctencode	/dctencode	PUNCT
fis-5092	492	1	/autofiltergrayimages	/autofiltergrayimages	VERB
fis-5092	492	2	true	true	ADJ
fis-5092	492	3	/grayimageautofilterstrategy	/grayimageautofilterstrategy	INTJ
fis-5092	492	4	/jpeg	/jpeg	PUNCT
fis-5092	492	5	/grayacsimagedict	/grayacsimagedict	PUNCT
fis-5092	493	1	<	<	X
fis-5092	493	2	<	<	X
fis-5092	493	3	/qfactor	/qfactor	NOUN
fis-5092	493	4	0.15	0.15	NUM
fis-5092	493	5	/hsamples	/hsample	NOUN
fis-5092	494	1	[	[	X
fis-5092	494	2	1	1	NUM
fis-5092	494	3	1	1	NUM
fis-5092	494	4	1	1	NUM
fis-5092	494	5	1	1	NUM
fis-5092	494	6	]	]	PUNCT
fis-5092	494	7	/vsamples	/vsample	NOUN
fis-5092	495	1	[	[	X
fis-5092	495	2	1	1	NUM
fis-5092	495	3	1	1	NUM
fis-5092	495	4	1	1	NUM
fis-5092	495	5	1	1	NUM
fis-5092	495	6	]	]	PUNCT
fis-5092	495	7	>	>	PUNCT
fis-5092	495	8	>	>	X
fis-5092	495	9	/grayimagedict	/grayimagedict	PUNCT
fis-5092	496	1	<	<	X
fis-5092	496	2	<	<	X
fis-5092	496	3	/qfactor	/qfactor	NOUN
fis-5092	496	4	0.15	0.15	NUM
fis-5092	496	5	/hsamples	/hsample	NOUN
fis-5092	497	1	[	[	X
fis-5092	497	2	1	1	NUM
fis-5092	497	3	1	1	NUM
fis-5092	497	4	1	1	NUM
fis-5092	497	5	1	1	NUM
fis-5092	497	6	]	]	PUNCT
fis-5092	497	7	/vsamples	/vsample	NOUN
fis-5092	498	1	[	[	X
fis-5092	498	2	1	1	NUM
fis-5092	498	3	1	1	NUM
fis-5092	498	4	1	1	NUM
fis-5092	498	5	1	1	NUM
fis-5092	498	6	]	]	PUNCT
fis-5092	498	7	>	>	X
fis-5092	498	8	>	>	X
fis-5092	498	9	/jpeg2000grayacsimagedict	/jpeg2000grayacsimagedict	PUNCT
fis-5092	499	1	<	<	X
fis-5092	499	2	<	<	X
fis-5092	499	3	/tilewidth	/tilewidth	PUNCT
fis-5092	499	4	256	256	NUM
fis-5092	499	5	/tileheight	/tileheight	NUM
fis-5092	499	6	256	256	NUM
fis-5092	499	7	/quality	/quality	NOUN
fis-5092	499	8	30	30	NUM
fis-5092	499	9	>	>	PUNCT
fis-5092	499	10	>	>	X
fis-5092	499	11	/jpeg2000grayimagedict	/jpeg2000grayimagedict	PUNCT
fis-5092	499	12	<	<	X
fis-5092	499	13	<	<	X
fis-5092	499	14	/tilewidth	/tilewidth	PUNCT
fis-5092	499	15	256	256	NUM
fis-5092	499	16	/tileheight	/tileheight	NUM
fis-5092	499	17	256	256	NUM
fis-5092	499	18	/quality	/quality	NOUN
fis-5092	499	19	30	30	NUM
fis-5092	499	20	>	>	PUNCT
fis-5092	499	21	>	>	X
fis-5092	499	22	/antialiasmonoimages	/antialiasmonoimage	NOUN
fis-5092	499	23	false	false	ADJ
fis-5092	499	24	/cropmonoimages	/cropmonoimage	NOUN
fis-5092	499	25	true	true	ADJ
fis-5092	499	26	/monoimageminresolution	/monoimageminresolution	NUM
fis-5092	499	27	1200	1200	NUM
fis-5092	499	28	/monoimageminresolutionpolicy	/monoimageminresolutionpolicy	PUNCT
fis-5092	500	1	/ok	/ok	PROPN
fis-5092	500	2	/downsamplemonoimages	/downsamplemonoimage	VERB
fis-5092	501	1	true	true	ADJ
fis-5092	501	2	/monoimagedownsampletype	/monoimagedownsampletype	PUNCT
fis-5092	501	3	/bicubic	/bicubic	NOUN
fis-5092	501	4	/monoimageresolution	/monoimageresolution	NOUN
fis-5092	501	5	1200	1200	NUM
fis-5092	501	6	/monoimagedepth	/monoimagedepth	PRON
fis-5092	501	7	-1	-1	PUNCT
fis-5092	502	1	/monoimagedownsamplethreshold	/monoimagedownsamplethreshold	PUNCT
fis-5092	502	2	1.50000	1.50000	NUM
fis-5092	502	3	/encodemonoimages	/encodemonoimage	NOUN
fis-5092	502	4	true	true	ADJ
fis-5092	502	5	/monoimagefilter	/monoimagefilter	ADP
fis-5092	502	6	/ccittfaxencode	/ccittfaxencode	INTJ
fis-5092	502	7	/monoimagedict	/monoimagedict	PUNCT
fis-5092	503	1	<	<	X
fis-5092	503	2	<	<	X
fis-5092	503	3	/k	/k	PUNCT
fis-5092	503	4	-1	-1	INTJ
fis-5092	503	5	>	>	PUNCT
fis-5092	503	6	>	>	X
fis-5092	503	7	/allowpsxobjects	/allowpsxobjects	PROPN
fis-5092	503	8	false	false	ADJ
fis-5092	503	9	/checkcompliance	/checkcompliance	NOUN
fis-5092	503	10	[	[	PUNCT
fis-5092	503	11	/none	/none	X
fis-5092	503	12	]	]	PUNCT
fis-5092	503	13	/pdfx1acheck	/pdfx1acheck	PUNCT
fis-5092	503	14	false	false	ADJ
fis-5092	503	15	/pdfx3check	/pdfx3check	PUNCT
fis-5092	503	16	false	false	ADJ
fis-5092	503	17	/pdfxcompliantpdfonly	/pdfxcompliantpdfonly	ADV
fis-5092	503	18	false	false	ADJ
fis-5092	503	19	/pdfxnotrimboxerror	/pdfxnotrimboxerror	NOUN
fis-5092	503	20	true	true	ADJ
fis-5092	503	21	/pdfxtrimboxtomediaboxoffset	/pdfxtrimboxtomediaboxoffset	NOUN
fis-5092	503	22	[	[	PUNCT
fis-5092	503	23	0.00000	0.00000	NUM
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fis-5092	503	27	]	]	PUNCT
fis-5092	503	28	/pdfxsetbleedboxtomediabox	/pdfxsetbleedboxtomediabox	PUNCT
fis-5092	504	1	true	true	ADJ
fis-5092	504	2	/pdfxbleedboxtotrimboxoffset	/pdfxbleedboxtotrimboxoffset	PUNCT
fis-5092	504	3	[	[	PUNCT
fis-5092	504	4	0.00000	0.00000	NUM
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fis-5092	504	8	]	]	PUNCT
fis-5092	504	9	/pdfxoutputintentprofile	/pdfxoutputintentprofile	PUNCT
fis-5092	505	1	(	(	PUNCT
fis-5092	505	2	)	)	PUNCT
fis-5092	505	3	/pdfxoutputconditionidentifier	/pdfxoutputconditionidentifi	ADJ
fis-5092	505	4	(	(	PUNCT
fis-5092	505	5	)	)	PUNCT
fis-5092	505	6	/pdfxoutputcondition	/pdfxoutputcondition	PRON
fis-5092	505	7	(	(	PUNCT
fis-5092	505	8	)	)	PUNCT
fis-5092	505	9	/pdfxregistryname	/pdfxregistryname	PUNCT
fis-5092	505	10	(	(	PUNCT
fis-5092	505	11	)	)	PUNCT
fis-5092	505	12	/pdfxtrapped	/pdfxtrapped	PUNCT
fis-5092	505	13	/false	/false	INTJ
fis-5092	506	1	/createjdffile	/createjdffile	INTJ
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fis-5092	507	6	>	>	X
fis-5092	507	7	/bgr	/bgr	PUNCT
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fis-5092	515	11	>	>	X
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fis-5092	525	3	>	>	X
fis-5092	525	4	/nld	/nld	PUNCT
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fis-5092	526	2	gebruik	gebruik	NOUN
fis-5092	526	3	deze	deze	PROPN
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fis-5092	532	15	>	>	X
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fis-5092	533	5	be	be	AUX
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fis-5092	533	11	reader	reader	PROPN
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fis-5092	533	15	.	.	PUNCT
fis-5092	533	16	)	)	PUNCT
fis-5092	534	1	>	>	PUNCT
fis-5092	534	2	>	>	X
fis-5092	534	3	/namespace	/namespace	PUNCT
fis-5092	535	1	[	[	PUNCT
fis-5092	535	2	(	(	PUNCT
fis-5092	535	3	adobe	adobe	PROPN
fis-5092	535	4	)	)	PUNCT
fis-5092	535	5	(	(	PUNCT
fis-5092	535	6	common	common	ADJ
fis-5092	535	7	)	)	PUNCT
fis-5092	535	8	(	(	PUNCT
fis-5092	535	9	1.0	1.0	NUM
fis-5092	535	10	)	)	PUNCT
fis-5092	535	11	]	]	PUNCT
fis-5092	536	1	/othernamespaces	/othernamespace	VERB
fis-5092	536	2	[	[	PUNCT
fis-5092	536	3	<	<	X
fis-5092	536	4	<	<	X
fis-5092	536	5	/asreaderspreads	/asreaderspreads	X
fis-5092	536	6	false	false	ADJ
fis-5092	536	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-5092	536	8	true	true	ADJ
fis-5092	536	9	/errorcontrol	/errorcontrol	NOUN
fis-5092	537	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-5092	537	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-5092	537	3	false	false	ADJ
fis-5092	537	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-5092	537	5	false	false	ADJ
fis-5092	537	6	/includenonprinting	/includenonprinting	NOUN
fis-5092	537	7	false	false	ADJ
fis-5092	537	8	/includeslug	/includeslug	INTJ
fis-5092	537	9	false	false	ADJ
fis-5092	537	10	/namespace	/namespace	NOUN
fis-5092	538	1	[	[	PUNCT
fis-5092	538	2	(	(	PUNCT
fis-5092	538	3	adobe	adobe	PROPN
fis-5092	538	4	)	)	PUNCT
fis-5092	538	5	(	(	PUNCT
fis-5092	538	6	indesign	indesign	NOUN
fis-5092	538	7	)	)	PUNCT
fis-5092	538	8	(	(	PUNCT
fis-5092	538	9	4.0	4.0	NUM
fis-5092	538	10	)	)	PUNCT
fis-5092	538	11	]	]	PUNCT
fis-5092	538	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-5092	539	1	false	false	ADJ
fis-5092	539	2	/omitplacedeps	/omitplacedeps	INTJ
fis-5092	539	3	false	false	ADJ
fis-5092	539	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-5092	539	5	false	false	ADJ
fis-5092	539	6	/simulateoverprint	/simulateoverprint	NOUN
fis-5092	539	7	/legacy	/legacy	PUNCT
fis-5092	540	1	>	>	PUNCT
fis-5092	540	2	>	>	X
fis-5092	541	1	<	<	X
fis-5092	541	2	<	<	X
fis-5092	541	3	/addbleedmarks	/addbleedmarks	X
fis-5092	541	4	false	false	ADJ
fis-5092	541	5	/addcolorbars	/addcolorbars	INTJ
fis-5092	541	6	false	false	ADJ
fis-5092	541	7	/addcropmarks	/addcropmarks	PUNCT
fis-5092	541	8	false	false	ADJ
fis-5092	541	9	/addpageinfo	/addpageinfo	INTJ
fis-5092	541	10	false	false	ADJ
fis-5092	541	11	/addregmarks	/addregmark	NOUN
fis-5092	541	12	false	false	ADJ
fis-5092	541	13	/convertcolors	/convertcolor	NOUN
fis-5092	541	14	/converttocmyk	/converttocmyk	INTJ
fis-5092	541	15	/destinationprofilename	/destinationprofilename	PUNCT
fis-5092	541	16	(	(	PUNCT
fis-5092	541	17	)	)	PUNCT
fis-5092	541	18	/destinationprofileselector	/destinationprofileselector	NOUN
fis-5092	541	19	/documentcmyk	/documentcmyk	PUNCT
fis-5092	541	20	/downsample16bitimages	/downsample16bitimage	NOUN
fis-5092	541	21	true	true	ADJ
fis-5092	541	22	/flattenerpreset	/flattenerpreset	PUNCT
fis-5092	542	1	<	<	X
fis-5092	542	2	<	<	X
fis-5092	542	3	/presetselector	/presetselector	X
fis-5092	542	4	/mediumresolution	/mediumresolution	NOUN
fis-5092	542	5	>	>	PUNCT
fis-5092	542	6	>	>	X
fis-5092	542	7	/formelements	/formelement	NOUN
fis-5092	543	1	false	false	ADJ
fis-5092	543	2	/generatestructure	/generatestructure	PUNCT
fis-5092	543	3	false	false	ADJ
fis-5092	543	4	/includebookmarks	/includebookmark	NOUN
fis-5092	543	5	false	false	ADJ
fis-5092	543	6	/includehyperlinks	/includehyperlinks	INTJ
fis-5092	543	7	false	false	ADJ
fis-5092	543	8	/includeinteractive	/includeinteractive	ADJ
fis-5092	543	9	false	false	ADJ
fis-5092	543	10	/includelayers	/includelayer	NOUN
fis-5092	543	11	false	false	ADJ
fis-5092	543	12	/includeprofiles	/includeprofiles	INTJ
fis-5092	543	13	false	false	ADJ
fis-5092	543	14	/multimediahandling	/multimediahandling	NOUN
fis-5092	544	1	/useobjectsettings	/useobjectsettings	PRON
fis-5092	545	1	/namespace	/namespace	PUNCT
fis-5092	546	1	[	[	PUNCT
fis-5092	546	2	(	(	PUNCT
fis-5092	546	3	adobe	adobe	PROPN
fis-5092	546	4	)	)	PUNCT
fis-5092	546	5	(	(	PUNCT
fis-5092	546	6	creativesuite	creativesuite	NOUN
fis-5092	546	7	)	)	PUNCT
fis-5092	546	8	(	(	PUNCT
fis-5092	546	9	2.0	2.0	NUM
fis-5092	546	10	)	)	PUNCT
fis-5092	546	11	]	]	PUNCT
fis-5092	547	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-5092	547	2	/documentcmyk	/documentcmyk	PUNCT
fis-5092	548	1	/preserveediting	/preserveedite	VERB
fis-5092	548	2	true	true	ADJ
fis-5092	548	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-5092	548	4	/leaveuntagged	/leaveuntagge	VERB
fis-5092	548	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-5092	548	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-5092	548	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-5092	549	1	false	false	ADJ
fis-5092	549	2	>	>	PUNCT
fis-5092	549	3	>	>	X
fis-5092	549	4	]	]	PUNCT
fis-5092	549	5	>	>	PUNCT
fis-5092	549	6	>	>	X
fis-5092	549	7	setdistillerparams	setdistillerparam	NOUN
fis-5092	550	1	<	<	X
fis-5092	550	2	<	<	X
fis-5092	550	3	/hwresolution	/hwresolution	NOUN
fis-5092	551	1	[	[	X
fis-5092	551	2	2400	2400	NUM
fis-5092	551	3	2400	2400	NUM
fis-5092	551	4	]	]	PUNCT
fis-5092	551	5	/pagesize	/pagesize	X
fis-5092	552	1	[	[	X
fis-5092	552	2	612.000	612.000	NUM
fis-5092	552	3	792.000	792.000	NUM
fis-5092	552	4	]	]	PUNCT
fis-5092	552	5	>	>	PUNCT
fis-5092	552	6	>	>	X
fis-5092	552	7	setpagedevice	setpagedevice	PROPN