id	sid	tid	token	lemma	pos
fis-3269	1	1	microsoft	microsoft	PROPN
fis-3269	1	2	word	word	NOUN
fis-3269	1	3	numero_59_art_17_3269.docx	numero_59_art_17_3269.docx	VERB
fis-3269	1	4	t.	t.	PROPN
fis-3269	1	5	cuong	cuong	PROPN
fis-3269	1	6	-	-	PUNCT
fis-3269	1	7	le	le	X
fis-3269	1	8	et	et	PROPN
fis-3269	1	9	alii	alii	PROPN
fis-3269	1	10	,	,	PUNCT
fis-3269	1	11	frattura	frattura	PROPN
fis-3269	1	12	ed	ed	PROPN
fis-3269	1	13	integrità	integrità	PROPN
fis-3269	1	14	strutturale	strutturale	PROPN
fis-3269	1	15	,	,	PUNCT
fis-3269	1	16	59	59	NUM
fis-3269	1	17	(	(	PUNCT
fis-3269	1	18	2022	2022	NUM
fis-3269	1	19	)	)	PUNCT
fis-3269	1	20	232	232	NUM
fis-3269	1	21	-	-	SYM
fis-3269	1	22	242	242	NUM
fis-3269	1	23	;	;	PUNCT
fis-3269	1	24	doi	doi	NOUN
fis-3269	1	25	:	:	PUNCT
fis-3269	1	26	10.3221	10.3221	NUM
fis-3269	1	27	/	/	SYM
fis-3269	1	28	igf	igf	PROPN
fis-3269	1	29	-	-	PROPN
fis-3269	1	30	esis.59.17	esis.59.17	PROPN
fis-3269	1	31	232	232	NUM
fis-3269	1	32	focussed	focusse	VERB
fis-3269	1	33	on	on	ADP
fis-3269	1	34	steels	steel	NOUN
fis-3269	1	35	and	and	CCONJ
fis-3269	1	36	composites	composite	NOUN
fis-3269	1	37	for	for	ADP
fis-3269	1	38	engineering	engineering	NOUN
fis-3269	1	39	structures	structure	NOUN
fis-3269	1	40	a	a	DET
fis-3269	1	41	nonlinear	nonlinear	ADJ
fis-3269	1	42	concrete	concrete	ADJ
fis-3269	1	43	damaged	damage	VERB
fis-3269	1	44	plasticity	plasticity	NOUN
fis-3269	1	45	model	model	NOUN
fis-3269	1	46	for	for	ADP
fis-3269	1	47	simulation	simulation	NOUN
fis-3269	1	48	reinforced	reinforce	VERB
fis-3269	1	49	concrete	concrete	ADJ
fis-3269	1	50	structures	structure	NOUN
fis-3269	1	51	using	use	VERB
fis-3269	1	52	abaqus	abaqus	PROPN
fis-3269	1	53	thanh	thanh	PROPN
fis-3269	1	54	cuong	cuong	PROPN
fis-3269	1	55	-	-	PUNCT
fis-3269	1	56	le	le	PROPN
fis-3269	1	57	*	*	PROPN
fis-3269	1	58	,	,	PUNCT
fis-3269	1	59	hoang	hoang	PROPN
fis-3269	1	60	-	-	PUNCT
fis-3269	1	61	le	le	X
fis-3269	1	62	minh	minh	PROPN
fis-3269	1	63	,	,	PUNCT
fis-3269	1	64	thanh	thanh	PROPN
fis-3269	1	65	sang	sang	PROPN
fis-3269	1	66	-	-	PUNCT
fis-3269	1	67	to	to	ADP
fis-3269	1	68	faculty	faculty	NOUN
fis-3269	1	69	of	of	ADP
fis-3269	1	70	civil	civil	ADJ
fis-3269	1	71	engineering	engineering	NOUN
fis-3269	1	72	,	,	PUNCT
fis-3269	1	73	ho	ho	PROPN
fis-3269	1	74	chi	chi	PROPN
fis-3269	1	75	minh	minh	PROPN
fis-3269	1	76	city	city	PROPN
fis-3269	1	77	open	open	PROPN
fis-3269	1	78	university	university	PROPN
fis-3269	1	79	,	,	PUNCT
fis-3269	1	80	ho	ho	PROPN
fis-3269	1	81	chi	chi	PROPN
fis-3269	1	82	minh	minh	PROPN
fis-3269	1	83	city	city	PROPN
fis-3269	1	84	,	,	PUNCT
fis-3269	1	85	viet	viet	PROPN
fis-3269	1	86	nam	nam	PROPN
fis-3269	1	87	cuong.lt@ou.edu.vn	cuong.lt@ou.edu.vn	PROPN
fis-3269	1	88	,	,	PUNCT
fis-3269	1	89	hoang.lm@ou.edu.vn	hoang.lm@ou.edu.vn	NOUN
fis-3269	1	90	,	,	PUNCT
fis-3269	1	91	sang.tt@ou.edu.vn	sang.tt@ou.edu.vn	PROPN
fis-3269	1	92	abstract	abstract	ADJ
fis-3269	1	93	.	.	PUNCT
fis-3269	2	1	the	the	DET
fis-3269	2	2	reinforced	reinforce	VERB
fis-3269	2	3	concrete	concrete	ADJ
fis-3269	2	4	structure	structure	NOUN
fis-3269	2	5	is	be	AUX
fis-3269	2	6	typical	typical	ADJ
fis-3269	2	7	and	and	CCONJ
fis-3269	2	8	widely	widely	ADV
fis-3269	2	9	used	use	VERB
fis-3269	2	10	in	in	ADP
fis-3269	2	11	many	many	ADJ
fis-3269	2	12	fields	field	NOUN
fis-3269	2	13	.	.	PUNCT
fis-3269	3	1	the	the	DET
fis-3269	3	2	behavior	behavior	NOUN
fis-3269	3	3	of	of	ADP
fis-3269	3	4	concrete	concrete	NOUN
fis-3269	3	5	is	be	AUX
fis-3269	3	6	nonlinear	nonlinear	ADJ
fis-3269	3	7	and	and	CCONJ
fis-3269	3	8	complex	complex	ADJ
fis-3269	3	9	.	.	PUNCT
fis-3269	4	1	especially	especially	ADV
fis-3269	4	2	,	,	PUNCT
fis-3269	4	3	when	when	SCONJ
fis-3269	4	4	cracks	crack	NOUN
fis-3269	4	5	/	/	SYM
fis-3269	4	6	crushings	crushing	NOUN
fis-3269	4	7	occurred	occur	VERB
fis-3269	4	8	in	in	ADP
fis-3269	4	9	softening	soften	VERB
fis-3269	4	10	phase	phase	NOUN
fis-3269	4	11	.	.	PUNCT
fis-3269	5	1	thus	thus	ADV
fis-3269	5	2	,	,	PUNCT
fis-3269	5	3	it	it	PRON
fis-3269	5	4	is	be	AUX
fis-3269	5	5	important	important	ADJ
fis-3269	5	6	to	to	PART
fis-3269	5	7	find	find	VERB
fis-3269	5	8	a	a	DET
fis-3269	5	9	damaged	damage	VERB
fis-3269	5	10	model	model	NOUN
fis-3269	5	11	of	of	ADP
fis-3269	5	12	concrete	concrete	NOUN
fis-3269	5	13	with	with	ADP
fis-3269	5	14	high	high	ADJ
fis-3269	5	15	reliability	reliability	NOUN
fis-3269	5	16	in	in	ADP
fis-3269	5	17	the	the	DET
fis-3269	5	18	numerical	numerical	PROPN
fis-3269	5	19	simulation	simulation	PROPN
fis-3269	5	20	.	.	PUNCT
fis-3269	6	1	the	the	DET
fis-3269	6	2	nonlinear	nonlinear	ADJ
fis-3269	6	3	behavior	behavior	NOUN
fis-3269	6	4	of	of	ADP
fis-3269	6	5	concrete	concrete	NOUN
fis-3269	6	6	is	be	AUX
fis-3269	6	7	the	the	DET
fis-3269	6	8	most	most	ADJ
fis-3269	6	9	feature	feature	NOUN
fis-3269	6	10	used	use	VERB
fis-3269	6	11	in	in	ADP
fis-3269	6	12	the	the	DET
fis-3269	6	13	simulation	simulation	NOUN
fis-3269	6	14	.	.	PUNCT
fis-3269	7	1	this	this	DET
fis-3269	7	2	characteristic	characteristic	NOUN
fis-3269	7	3	is	be	AUX
fis-3269	7	4	expressed	express	VERB
fis-3269	7	5	through	through	ADP
fis-3269	7	6	the	the	DET
fis-3269	7	7	parameters	parameter	NOUN
fis-3269	7	8	defining	define	VERB
fis-3269	7	9	the	the	DET
fis-3269	7	10	yield	yield	NOUN
fis-3269	7	11	surface	surface	NOUN
fis-3269	7	12	,	,	PUNCT
fis-3269	7	13	the	the	DET
fis-3269	7	14	flow	flow	NOUN
fis-3269	7	15	potential	potential	NOUN
fis-3269	7	16	,	,	PUNCT
fis-3269	7	17	and	and	CCONJ
fis-3269	7	18	the	the	DET
fis-3269	7	19	nonlinear	nonlinear	ADJ
fis-3269	7	20	relationship	relationship	NOUN
fis-3269	7	21	of	of	ADP
fis-3269	7	22	stressstrain	stressstrain	NOUN
fis-3269	7	23	in	in	ADP
fis-3269	7	24	the	the	DET
fis-3269	7	25	cases	case	NOUN
fis-3269	7	26	of	of	ADP
fis-3269	7	27	tension	tension	NOUN
fis-3269	7	28	and	and	CCONJ
fis-3269	7	29	compression	compression	NOUN
fis-3269	7	30	.	.	PUNCT
fis-3269	8	1	this	this	DET
fis-3269	8	2	paper	paper	NOUN
fis-3269	8	3	introduces	introduce	VERB
fis-3269	8	4	a	a	DET
fis-3269	8	5	damaged	damage	VERB
fis-3269	8	6	concrete	concrete	ADJ
fis-3269	8	7	model	model	NOUN
fis-3269	8	8	that	that	PRON
fis-3269	8	9	applies	apply	VERB
fis-3269	8	10	to	to	ADP
fis-3269	8	11	the	the	DET
fis-3269	8	12	simulation	simulation	NOUN
fis-3269	8	13	of	of	ADP
fis-3269	8	14	reinforced	reinforce	VERB
fis-3269	8	15	concrete	concrete	ADJ
fis-3269	8	16	structures	structure	NOUN
fis-3269	8	17	.	.	PUNCT
fis-3269	9	1	the	the	DET
fis-3269	9	2	reinforced	reinforce	VERB
fis-3269	9	3	concrete	concrete	ADJ
fis-3269	9	4	beam	beam	NOUN
fis-3269	9	5	and	and	CCONJ
fis-3269	9	6	flat	flat	ADJ
fis-3269	9	7	slab	slab	NOUN
fis-3269	9	8	are	be	AUX
fis-3269	9	9	selected	select	VERB
fis-3269	9	10	as	as	ADP
fis-3269	9	11	examples	example	NOUN
fis-3269	9	12	to	to	PART
fis-3269	9	13	evaluate	evaluate	VERB
fis-3269	9	14	the	the	DET
fis-3269	9	15	reliability	reliability	NOUN
fis-3269	9	16	of	of	ADP
fis-3269	9	17	the	the	DET
fis-3269	9	18	model	model	NOUN
fis-3269	9	19	presented	present	VERB
fis-3269	9	20	.	.	PUNCT
fis-3269	10	1	through	through	ADP
fis-3269	10	2	the	the	DET
fis-3269	10	3	results	result	NOUN
fis-3269	10	4	achieved	achieve	VERB
fis-3269	10	5	,	,	PUNCT
fis-3269	10	6	the	the	DET
fis-3269	10	7	model	model	NOUN
fis-3269	10	8	used	use	VERB
fis-3269	10	9	in	in	ADP
fis-3269	10	10	this	this	DET
fis-3269	10	11	paper	paper	NOUN
fis-3269	10	12	shows	show	VERB
fis-3269	10	13	high	high	ADJ
fis-3269	10	14	reliability	reliability	NOUN
fis-3269	10	15	and	and	CCONJ
fis-3269	10	16	can	can	AUX
fis-3269	10	17	be	be	AUX
fis-3269	10	18	used	use	VERB
fis-3269	10	19	to	to	PART
fis-3269	10	20	simulate	simulate	VERB
fis-3269	10	21	more	more	ADV
fis-3269	10	22	complex	complex	ADJ
fis-3269	10	23	reinforced	reinforce	VERB
fis-3269	10	24	concrete	concrete	ADJ
fis-3269	10	25	structures	structure	NOUN
fis-3269	10	26	.	.	PUNCT
fis-3269	11	1	keywords	keyword	NOUN
fis-3269	11	2	.	.	PUNCT
fis-3269	12	1	nonlinear	nonlinear	ADJ
fis-3269	12	2	behavior	behavior	NOUN
fis-3269	12	3	;	;	PUNCT
fis-3269	12	4	concrete	concrete	ADJ
fis-3269	12	5	material	material	NOUN
fis-3269	12	6	;	;	PUNCT
fis-3269	12	7	numerical	numerical	PROPN
fis-3269	12	8	simulation	simulation	NOUN
fis-3269	12	9	;	;	PUNCT
fis-3269	12	10	concrete	concrete	ADJ
fis-3269	12	11	damaged	damage	VERB
fis-3269	12	12	plasticity	plasticity	NOUN
fis-3269	12	13	.	.	PUNCT
fis-3269	13	1	citation	citation	NOUN
fis-3269	13	2	:	:	PUNCT
fis-3269	13	3	cuong	cuong	PROPN
fis-3269	13	4	-	-	PUNCT
fis-3269	13	5	le	le	PROPN
fis-3269	13	6	,	,	PUNCT
fis-3269	13	7	t.	t.	PROPN
fis-3269	13	8	,	,	PUNCT
fis-3269	13	9	le	le	X
fis-3269	13	10	-	-	NOUN
fis-3269	13	11	minh	minh	PROPN
fis-3269	13	12	,	,	PUNCT
fis-3269	13	13	h.	h.	PROPN
fis-3269	13	14	,	,	PUNCT
fis-3269	13	15	sangto	sangto	PROPN
fis-3269	13	16	,	,	PUNCT
fis-3269	13	17	t.	t.	PROPN
fis-3269	13	18	,	,	PUNCT
fis-3269	13	19	a	a	DET
fis-3269	13	20	nonlinear	nonlinear	ADJ
fis-3269	13	21	concrete	concrete	ADJ
fis-3269	13	22	damaged	damage	VERB
fis-3269	13	23	plasticity	plasticity	NOUN
fis-3269	13	24	model	model	NOUN
fis-3269	13	25	for	for	ADP
fis-3269	13	26	simulation	simulation	NOUN
fis-3269	13	27	reinforced	reinforce	VERB
fis-3269	13	28	concrete	concrete	ADJ
fis-3269	13	29	structures	structure	NOUN
fis-3269	13	30	using	use	VERB
fis-3269	13	31	abaqus	abaqus	NOUN
fis-3269	13	32	,	,	PUNCT
fis-3269	13	33	frattura	frattura	PROPN
fis-3269	13	34	ed	ed	PROPN
fis-3269	13	35	integrità	integrità	PROPN
fis-3269	13	36	strutturale	strutturale	PROPN
fis-3269	13	37	,	,	PUNCT
fis-3269	13	38	59	59	NUM
fis-3269	13	39	(	(	PUNCT
fis-3269	13	40	2022	2022	NUM
fis-3269	13	41	)	)	PUNCT
fis-3269	13	42	232	232	NUM
fis-3269	13	43	-	-	SYM
fis-3269	13	44	242	242	NUM
fis-3269	13	45	.	.	PUNCT
fis-3269	14	1	received	receive	VERB
fis-3269	14	2	:	:	PUNCT
fis-3269	14	3	12.09.2021	12.09.2021	NUM
fis-3269	14	4	accepted	accept	VERB
fis-3269	14	5	:	:	PUNCT
fis-3269	14	6	23.09.2021	23.09.2021	NUM
fis-3269	14	7	published	publish	VERB
fis-3269	14	8	:	:	PUNCT
fis-3269	14	9	01.01.2022	01.01.2022	PROPN
fis-3269	14	10	copyright	copyright	NOUN
fis-3269	14	11	:	:	PUNCT
fis-3269	14	12	©	©	PROPN
fis-3269	14	13	2022	2022	NUM
fis-3269	14	14	this	this	PRON
fis-3269	14	15	is	be	AUX
fis-3269	14	16	an	an	DET
fis-3269	14	17	open	open	ADJ
fis-3269	14	18	access	access	NOUN
fis-3269	14	19	article	article	NOUN
fis-3269	14	20	under	under	ADP
fis-3269	14	21	the	the	DET
fis-3269	14	22	terms	term	NOUN
fis-3269	14	23	of	of	ADP
fis-3269	14	24	the	the	DET
fis-3269	14	25	cc	cc	NOUN
fis-3269	14	26	-	-	PUNCT
fis-3269	14	27	by	by	ADP
fis-3269	14	28	4.0	4.0	NUM
fis-3269	14	29	,	,	PUNCT
fis-3269	14	30	which	which	PRON
fis-3269	14	31	permits	permit	VERB
fis-3269	14	32	unrestricted	unrestricted	ADJ
fis-3269	14	33	use	use	NOUN
fis-3269	14	34	,	,	PUNCT
fis-3269	14	35	distribution	distribution	NOUN
fis-3269	14	36	,	,	PUNCT
fis-3269	14	37	and	and	CCONJ
fis-3269	14	38	reproduction	reproduction	NOUN
fis-3269	14	39	in	in	ADP
fis-3269	14	40	any	any	DET
fis-3269	14	41	medium	medium	NOUN
fis-3269	14	42	,	,	PUNCT
fis-3269	14	43	provided	provide	VERB
fis-3269	14	44	the	the	DET
fis-3269	14	45	original	original	ADJ
fis-3269	14	46	author	author	NOUN
fis-3269	14	47	and	and	CCONJ
fis-3269	14	48	source	source	NOUN
fis-3269	14	49	are	be	AUX
fis-3269	14	50	credited	credit	VERB
fis-3269	14	51	.	.	PUNCT
fis-3269	15	1	introduction	introduction	NOUN
fis-3269	15	2	ecause	ecause	NOUN
fis-3269	15	3	of	of	ADP
fis-3269	15	4	the	the	DET
fis-3269	15	5	complicated	complicated	ADJ
fis-3269	15	6	nonlinear	nonlinear	ADJ
fis-3269	15	7	behavior	behavior	NOUN
fis-3269	15	8	of	of	ADP
fis-3269	15	9	concrete	concrete	ADJ
fis-3269	15	10	material	material	NOUN
fis-3269	15	11	.	.	PUNCT
fis-3269	16	1	there	there	PRON
fis-3269	16	2	are	be	VERB
fis-3269	16	3	many	many	ADJ
fis-3269	16	4	theories	theory	NOUN
fis-3269	16	5	about	about	ADP
fis-3269	16	6	the	the	DET
fis-3269	16	7	damaged	damage	VERB
fis-3269	16	8	model	model	NOUN
fis-3269	16	9	in	in	ADP
fis-3269	16	10	a	a	DET
fis-3269	16	11	finite	finite	ADJ
fis-3269	16	12	element	element	NOUN
fis-3269	16	13	method	method	NOUN
fis-3269	16	14	(	(	PUNCT
fis-3269	16	15	fem	fem	NOUN
fis-3269	16	16	)	)	PUNCT
fis-3269	16	17	analysis	analysis	NOUN
fis-3269	16	18	reported	report	VERB
fis-3269	16	19	in	in	ADP
fis-3269	16	20	the	the	DET
fis-3269	16	21	literature	literature	NOUN
fis-3269	16	22	.	.	PUNCT
fis-3269	17	1	among	among	ADP
fis-3269	17	2	the	the	DET
fis-3269	17	3	damaged	damage	VERB
fis-3269	17	4	models	model	NOUN
fis-3269	17	5	,	,	PUNCT
fis-3269	17	6	the	the	DET
fis-3269	17	7	concrete	concrete	ADJ
fis-3269	17	8	damaged	damage	VERB
fis-3269	17	9	plasticity	plasticity	NOUN
fis-3269	17	10	(	(	PUNCT
fis-3269	17	11	cdp	cdp	NOUN
fis-3269	17	12	)	)	PUNCT
fis-3269	17	13	model	model	NOUN
fis-3269	17	14	is	be	AUX
fis-3269	17	15	considered	consider	VERB
fis-3269	17	16	the	the	DET
fis-3269	17	17	most	most	ADV
fis-3269	17	18	reliable	reliable	ADJ
fis-3269	17	19	use	use	NOUN
fis-3269	17	20	in	in	ADP
fis-3269	17	21	simulation	simulation	NOUN
fis-3269	17	22	.	.	PUNCT
fis-3269	18	1	based	base	VERB
fis-3269	18	2	on	on	ADP
fis-3269	18	3	this	this	DET
fis-3269	18	4	model	model	NOUN
fis-3269	18	5	,	,	PUNCT
fis-3269	18	6	by	by	ADP
fis-3269	18	7	using	use	VERB
fis-3269	18	8	many	many	ADJ
fis-3269	18	9	other	other	ADJ
fis-3269	18	10	techniques	technique	NOUN
fis-3269	18	11	,	,	PUNCT
fis-3269	18	12	many	many	ADJ
fis-3269	18	13	damaged	damage	VERB
fis-3269	18	14	models	model	NOUN
fis-3269	18	15	have	have	AUX
fis-3269	18	16	been	be	AUX
fis-3269	18	17	proposed	propose	VERB
fis-3269	18	18	.	.	PUNCT
fis-3269	19	1	most	most	ADJ
fis-3269	19	2	improved	improved	ADJ
fis-3269	19	3	techniques	technique	NOUN
fis-3269	19	4	are	be	AUX
fis-3269	19	5	based	base	VERB
fis-3269	19	6	on	on	ADP
fis-3269	19	7	developing	develop	VERB
fis-3269	19	8	a	a	DET
fis-3269	19	9	new	new	ADJ
fis-3269	19	10	stress	stress	NOUN
fis-3269	19	11	-	-	PUNCT
fis-3269	19	12	strain	strain	NOUN
fis-3269	19	13	relationship	relationship	NOUN
fis-3269	19	14	in	in	ADP
fis-3269	19	15	both	both	DET
fis-3269	19	16	compression	compression	NOUN
fis-3269	19	17	and	and	CCONJ
fis-3269	19	18	tension	tension	NOUN
fis-3269	19	19	or	or	CCONJ
fis-3269	19	20	proposing	propose	VERB
fis-3269	19	21	a	a	DET
fis-3269	19	22	novel	novel	ADJ
fis-3269	19	23	function	function	NOUN
fis-3269	19	24	to	to	PART
fis-3269	19	25	calculate	calculate	VERB
fis-3269	19	26	damaged	damaged	ADJ
fis-3269	19	27	parameters	parameter	NOUN
fis-3269	19	28	in	in	ADP
fis-3269	19	29	compression	compression	NOUN
fis-3269	19	30	dc	dc	PROPN
fis-3269	19	31	and	and	CCONJ
fis-3269	19	32	tension	tension	NOUN
fis-3269	19	33	(	(	PUNCT
fis-3269	19	34	dt	dt	NOUN
fis-3269	19	35	)	)	PUNCT
fis-3269	19	36	.	.	PUNCT
fis-3269	20	1	lubliner	lubliner	PROPN
fis-3269	20	2	et	et	PROPN
fis-3269	20	3	al	al	PROPN
fis-3269	20	4	.	.	PUNCT
fis-3269	21	1	[	[	X
fis-3269	21	2	1	1	X
fis-3269	21	3	]	]	PUNCT
fis-3269	21	4	was	be	AUX
fis-3269	21	5	proposed	propose	VERB
fis-3269	21	6	a	a	DET
fis-3269	21	7	novel	novel	ADJ
fis-3269	21	8	constitutive	constitutive	ADJ
fis-3269	21	9	model	model	NOUN
fis-3269	21	10	lied	lie	VERB
fis-3269	21	11	on	on	ADP
fis-3269	21	12	plasticity	plasticity	NOUN
fis-3269	21	13	theory	theory	NOUN
fis-3269	21	14	for	for	ADP
fis-3269	21	15	the	the	DET
fis-3269	21	16	non	non	ADJ
fis-3269	21	17	-	-	ADJ
fis-3269	21	18	linear	linear	ADJ
fis-3269	21	19	analysis	analysis	NOUN
fis-3269	21	20	of	of	ADP
fis-3269	21	21	concrete	concrete	NOUN
fis-3269	21	22	.	.	PUNCT
fis-3269	22	1	a	a	DET
fis-3269	22	2	new	new	ADJ
fis-3269	22	3	yield	yield	NOUN
fis-3269	22	4	criterion	criterion	NOUN
fis-3269	22	5	was	be	AUX
fis-3269	22	6	presented	present	VERB
fis-3269	22	7	which	which	PRON
fis-3269	22	8	accounts	account	VERB
fis-3269	22	9	for	for	ADP
fis-3269	22	10	both	both	CCONJ
fis-3269	22	11	elastic	elastic	ADJ
fis-3269	22	12	and	and	CCONJ
fis-3269	22	13	plastic	plastic	ADJ
fis-3269	22	14	stiffness	stiffness	NOUN
fis-3269	22	15	degradations	degradation	NOUN
fis-3269	22	16	effects	effect	NOUN
fis-3269	22	17	.	.	PUNCT
fis-3269	23	1	comparing	compare	VERB
fis-3269	23	2	results	result	NOUN
fis-3269	23	3	between	between	ADP
fis-3269	23	4	numerical	numerical	ADJ
fis-3269	23	5	simulation	simulation	NOUN
fis-3269	23	6	and	and	CCONJ
fis-3269	23	7	experimental	experimental	ADJ
fis-3269	23	8	methods	method	NOUN
fis-3269	23	9	showed	show	VERB
fis-3269	23	10	that	that	SCONJ
fis-3269	23	11	the	the	DET
fis-3269	23	12	model	model	NOUN
fis-3269	23	13	responded	respond	VERB
fis-3269	23	14	well	well	ADV
fis-3269	23	15	to	to	ADP
fis-3269	23	16	applications	application	NOUN
fis-3269	23	17	.	.	PUNCT
fis-3269	24	1	carol	carol	NOUN
fis-3269	24	2	et	et	PROPN
fis-3269	24	3	al	al	PROPN
fis-3269	24	4	.	.	PUNCT
fis-3269	25	1	[	[	X
fis-3269	25	2	2	2	NUM
fis-3269	25	3	]	]	PUNCT
fis-3269	25	4	was	be	AUX
fis-3269	25	5	presented	present	VERB
fis-3269	25	6	as	as	ADP
fis-3269	25	7	a	a	DET
fis-3269	25	8	formulation	formulation	NOUN
fis-3269	25	9	for	for	ADP
fis-3269	25	10	tensile	tensile	NOUN
fis-3269	25	11	damage	damage	NOUN
fis-3269	25	12	.	.	PUNCT
fis-3269	26	1	one	one	NUM
fis-3269	26	2	of	of	ADP
fis-3269	26	3	the	the	DET
fis-3269	26	4	important	important	ADJ
fis-3269	26	5	advantages	advantage	NOUN
fis-3269	26	6	of	of	ADP
fis-3269	26	7	the	the	DET
fis-3269	26	8	model	model	NOUN
fis-3269	26	9	is	be	AUX
fis-3269	26	10	that	that	SCONJ
fis-3269	26	11	closed	closed	ADJ
fis-3269	26	12	-	-	PUNCT
fis-3269	26	13	form	form	NOUN
fis-3269	26	14	solutions	solution	NOUN
fis-3269	26	15	are	be	AUX
fis-3269	26	16	possible	possible	ADJ
fis-3269	26	17	for	for	ADP
fis-3269	26	18	some	some	DET
fis-3269	26	19	loading	loading	NOUN
fis-3269	26	20	cases	case	NOUN
fis-3269	26	21	.	.	PUNCT
fis-3269	27	1	damaged	damage	VERB
fis-3269	27	2	models	model	NOUN
fis-3269	27	3	which	which	PRON
fis-3269	27	4	are	be	AUX
fis-3269	27	5	based	base	VERB
fis-3269	27	6	on	on	ADP
fis-3269	27	7	presenting	present	VERB
fis-3269	27	8	a	a	DET
fis-3269	27	9	novel	novel	ADJ
fis-3269	27	10	curve	curve	NOUN
fis-3269	27	11	of	of	ADP
fis-3269	27	12	stress	stress	NOUN
fis-3269	27	13	-	-	PUNCT
fis-3269	27	14	strain	strain	NOUN
fis-3269	27	15	in	in	ADP
fis-3269	27	16	three	three	NUM
fis-3269	27	17	dimensions	dimension	NOUN
fis-3269	27	18	stress	stress	NOUN
fis-3269	27	19	can	can	AUX
fis-3269	27	20	find	find	VERB
fis-3269	27	21	in	in	ADP
fis-3269	27	22	reports	report	NOUN
fis-3269	27	23	of	of	ADP
fis-3269	27	24	.	.	PUNCT
fis-3269	28	1	ahmed	ahmed	PROPN
fis-3269	28	2	et	et	PROPN
fis-3269	28	3	al	al	PROPN
fis-3269	28	4	.	.	PUNCT
fis-3269	29	1	[	[	X
fis-3269	29	2	3	3	NUM
fis-3269	29	3	]	]	PUNCT
fis-3269	29	4	.	.	PUNCT
fis-3269	29	5	were	be	AUX
fis-3269	29	6	proposed	propose	VERB
fis-3269	29	7	a	a	DET
fis-3269	29	8	damaged	damage	VERB
fis-3269	29	9	model	model	NOUN
fis-3269	29	10	based	base	VERB
fis-3269	29	11	on	on	ADP
fis-3269	29	12	the	the	DET
fis-3269	29	13	novel	novel	ADJ
fis-3269	29	14	stress	stress	NOUN
fis-3269	29	15	accounting	account	VERB
fis-3269	29	16	for	for	ADP
fis-3269	29	17	damaged	damage	VERB
fis-3269	29	18	shear	shear	NOUN
fis-3269	29	19	.	.	PUNCT
fis-3269	30	1	the	the	DET
fis-3269	30	2	new	new	ADJ
fis-3269	30	3	stress	stress	NOUN
fis-3269	30	4	makes	make	VERB
fis-3269	30	5	further	further	ADJ
fis-3269	30	6	decompose	decompose	NOUN
fis-3269	30	7	tensile	tensile	NOUN
fis-3269	30	8	and	and	CCONJ
fis-3269	30	9	compressive	compressive	ADJ
fis-3269	30	10	parts	part	NOUN
fis-3269	30	11	into	into	ADP
fis-3269	30	12	pure	pure	ADJ
fis-3269	30	13	biaxial	biaxial	ADJ
fis-3269	30	14	shear	shear	NOUN
fis-3269	30	15	and	and	CCONJ
fis-3269	30	16	pure	pure	ADJ
fis-3269	30	17	tensile	tensile	NOUN
fis-3269	30	18	/	/	SYM
fis-3269	30	19	compressive	compressive	ADJ
fis-3269	30	20	biaxial	biaxial	NOUN
fis-3269	30	21	stresses	stress	NOUN
fis-3269	30	22	.	.	PUNCT
fis-3269	31	1	the	the	DET
fis-3269	31	2	theory	theory	NOUN
fis-3269	31	3	of	of	ADP
fis-3269	31	4	lubliner	lubliner	ADJ
fis-3269	31	5	theory	theory	NOUN
fis-3269	31	6	[	[	X
fis-3269	31	7	1	1	NUM
fis-3269	31	8	]	]	PUNCT
fis-3269	31	9	was	be	AUX
fis-3269	31	10	employed	employ	VERB
fis-3269	31	11	to	to	PART
fis-3269	31	12	develop	develop	VERB
fis-3269	31	13	a	a	DET
fis-3269	31	14	new	new	ADJ
fis-3269	31	15	method	method	NOUN
fis-3269	31	16	to	to	PART
fis-3269	31	17	modify	modify	VERB
fis-3269	31	18	b	b	PROPN
fis-3269	31	19	https://youtu.be/2uqyvnhmwha	https://youtu.be/2uqyvnhmwha	PROPN
fis-3269	31	20	t.	t.	PROPN
fis-3269	31	21	cuong	cuong	PROPN
fis-3269	31	22	-	-	PUNCT
fis-3269	31	23	le	le	X
fis-3269	31	24	et	et	PROPN
fis-3269	31	25	alii	alii	PROPN
fis-3269	31	26	,	,	PUNCT
fis-3269	31	27	frattura	frattura	PROPN
fis-3269	31	28	ed	ed	PROPN
fis-3269	31	29	integrità	integrità	PROPN
fis-3269	31	30	strutturale	strutturale	PROPN
fis-3269	31	31	,	,	PUNCT
fis-3269	31	32	59	59	NUM
fis-3269	31	33	(	(	PUNCT
fis-3269	31	34	2022	2022	NUM
fis-3269	31	35	)	)	PUNCT
fis-3269	31	36	232	232	NUM
fis-3269	31	37	-	-	SYM
fis-3269	31	38	242	242	NUM
fis-3269	31	39	;	;	PUNCT
fis-3269	31	40	doi	doi	NOUN
fis-3269	31	41	:	:	PUNCT
fis-3269	31	42	10.3221	10.3221	NUM
fis-3269	31	43	/	/	SYM
fis-3269	31	44	igf	igf	PROPN
fis-3269	31	45	-	-	PROPN
fis-3269	31	46	esis.59.17	esis.59.17	PROPN
fis-3269	31	47	233	233	NUM
fis-3269	31	48	the	the	DET
fis-3269	31	49	damaged	damage	VERB
fis-3269	31	50	concrete	concrete	ADJ
fis-3269	31	51	model	model	NOUN
fis-3269	31	52	by	by	ADP
fis-3269	31	53	lee	lee	PROPN
fis-3269	31	54	et	et	PROPN
fis-3269	31	55	al	al	PROPN
fis-3269	31	56	.	.	PUNCT
fis-3269	32	1	[	[	X
fis-3269	32	2	4	4	NUM
fis-3269	32	3	]	]	PUNCT
fis-3269	32	4	.	.	PUNCT
fis-3269	33	1	thus	thus	ADV
fis-3269	33	2	,	,	PUNCT
fis-3269	33	3	this	this	DET
fis-3269	33	4	proposed	propose	VERB
fis-3269	33	5	model	model	NOUN
fis-3269	33	6	was	be	AUX
fis-3269	33	7	accounted	account	VERB
fis-3269	33	8	for	for	ADP
fis-3269	33	9	confinement	confinement	NOUN
fis-3269	33	10	having	have	VERB
fis-3269	33	11	a	a	DET
fis-3269	33	12	uniform	uniform	ADJ
fis-3269	33	13	and	and	CCONJ
fis-3269	33	14	non	non	ADJ
fis-3269	33	15	-	-	ADJ
fis-3269	33	16	uniform	uniform	ADJ
fis-3269	33	17	conditions	condition	NOUN
fis-3269	33	18	.	.	PUNCT
fis-3269	34	1	jason	jason	PROPN
fis-3269	34	2	et	et	PROPN
fis-3269	34	3	al	al	PROPN
fis-3269	34	4	.	.	PUNCT
fis-3269	35	1	[	[	X
fis-3269	35	2	5	5	NUM
fis-3269	35	3	]	]	PUNCT
fis-3269	35	4	introduced	introduce	VERB
fis-3269	35	5	the	the	DET
fis-3269	35	6	new	new	ADJ
fis-3269	35	7	function	function	NOUN
fis-3269	35	8	to	to	PART
fis-3269	35	9	calculate	calculate	VERB
fis-3269	35	10	the	the	DET
fis-3269	35	11	damaged	damage	VERB
fis-3269	35	12	elastic	elastic	ADJ
fis-3269	35	13	-	-	PUNCT
fis-3269	35	14	plastic	plastic	NOUN
fis-3269	35	15	.	.	PUNCT
fis-3269	36	1	this	this	DET
fis-3269	36	2	model	model	NOUN
fis-3269	36	3	has	have	AUX
fis-3269	36	4	overcome	overcome	VERB
fis-3269	36	5	the	the	DET
fis-3269	36	6	limitations	limitation	NOUN
fis-3269	36	7	of	of	ADP
fis-3269	36	8	pure	pure	ADJ
fis-3269	36	9	elastic	elastic	ADJ
fis-3269	36	10	-	-	PUNCT
fis-3269	36	11	plastic	plastic	NOUN
fis-3269	36	12	damage	damage	NOUN
fis-3269	36	13	in	in	ADP
fis-3269	36	14	the	the	DET
fis-3269	36	15	case	case	NOUN
fis-3269	36	16	un	un	ADJ
fis-3269	36	17	-	-	ADJ
fis-3269	36	18	loading	loading	NOUN
fis-3269	36	19	phase	phase	NOUN
fis-3269	36	20	.	.	PUNCT
fis-3269	37	1	grassl	grassl	VERB
fis-3269	37	2	et	et	PROPN
fis-3269	37	3	al	al	PROPN
fis-3269	37	4	.	.	PUNCT
fis-3269	38	1	[	[	X
fis-3269	38	2	6	6	NUM
fis-3269	38	3	]	]	PUNCT
fis-3269	38	4	were	be	AUX
fis-3269	38	5	used	use	VERB
fis-3269	38	6	the	the	DET
fis-3269	38	7	combination	combination	NOUN
fis-3269	38	8	of	of	ADP
fis-3269	38	9	damage	damage	NOUN
fis-3269	38	10	mechanics	mechanic	NOUN
fis-3269	38	11	and	and	CCONJ
fis-3269	38	12	plasticity	plasticity	NOUN
fis-3269	38	13	flow	flow	NOUN
fis-3269	38	14	to	to	PART
fis-3269	38	15	investigate	investigate	VERB
fis-3269	38	16	the	the	DET
fis-3269	38	17	concrete	concrete	ADJ
fis-3269	38	18	structure	structure	NOUN
fis-3269	38	19	under	under	ADP
fis-3269	38	20	dynamic	dynamic	ADJ
fis-3269	38	21	loading	loading	NOUN
fis-3269	38	22	conditions	condition	NOUN
fis-3269	38	23	,	,	PUNCT
fis-3269	38	24	etc	etc	X
fis-3269	38	25	.	.	X
fis-3269	38	26	in	in	ADP
fis-3269	38	27	this	this	DET
fis-3269	38	28	paper	paper	NOUN
fis-3269	38	29	,	,	PUNCT
fis-3269	38	30	the	the	DET
fis-3269	38	31	concrete	concrete	ADJ
fis-3269	38	32	damaged	damage	VERB
fis-3269	38	33	plasticity	plasticity	NOUN
fis-3269	38	34	model	model	NOUN
fis-3269	38	35	(	(	PUNCT
fis-3269	38	36	cdp	cdp	X
fis-3269	38	37	)	)	PUNCT
fis-3269	38	38	in	in	ADP
fis-3269	38	39	combination	combination	NOUN
fis-3269	38	40	with	with	ADP
fis-3269	38	41	the	the	DET
fis-3269	38	42	tensile	tensile	NOUN
fis-3269	38	43	damage	damage	NOUN
fis-3269	38	44	variable	variable	NOUN
fis-3269	38	45	(	(	PUNCT
fis-3269	38	46	dt	dt	PROPN
fis-3269	38	47	)	)	PUNCT
fis-3269	38	48	and	and	CCONJ
fis-3269	38	49	compressive	compressive	ADJ
fis-3269	38	50	damage	damage	NOUN
fis-3269	38	51	variable	variable	NOUN
fis-3269	38	52	(	(	PUNCT
fis-3269	38	53	dc	dc	PROPN
fis-3269	38	54	)	)	PUNCT
fis-3269	38	55	were	be	AUX
fis-3269	38	56	followed	follow	VERB
fis-3269	38	57	by	by	ADP
fis-3269	38	58	birtel	birtel	NOUN
fis-3269	38	59	and	and	CCONJ
fis-3269	38	60	mark	mark	VERB
fis-3269	39	1	[	[	X
fis-3269	39	2	7	7	NUM
fis-3269	39	3	]	]	PUNCT
fis-3269	39	4	.	.	PUNCT
fis-3269	40	1	this	this	DET
fis-3269	40	2	model	model	NOUN
fis-3269	40	3	is	be	AUX
fis-3269	40	4	employed	employ	VERB
fis-3269	40	5	to	to	PART
fis-3269	40	6	simulate	simulate	VERB
fis-3269	40	7	the	the	DET
fis-3269	40	8	test	test	NOUN
fis-3269	40	9	of	of	ADP
fis-3269	40	10	a	a	DET
fis-3269	40	11	reinforced	reinforce	VERB
fis-3269	40	12	concrete	concrete	ADJ
fis-3269	40	13	beam	beam	NOUN
fis-3269	40	14	namely	namely	ADV
fis-3269	40	15	c3	c3	PROPN
fis-3269	40	16	in	in	ADP
fis-3269	40	17	tests	test	NOUN
fis-3269	40	18	of	of	ADP
fis-3269	40	19	vecchio	vecchio	PROPN
fis-3269	40	20	và	và	PROPN
fis-3269	40	21	shim	shim	NOUN
fis-3269	40	22	(	(	PUNCT
fis-3269	40	23	2004	2004	NUM
fis-3269	40	24	)	)	PUNCT
fis-3269	41	1	[	[	X
fis-3269	41	2	8	8	NUM
fis-3269	41	3	]	]	PUNCT
fis-3269	41	4	and	and	CCONJ
fis-3269	41	5	a	a	DET
fis-3269	41	6	reinforced	reinforce	VERB
fis-3269	41	7	concrete	concrete	ADJ
fis-3269	41	8	slab	slab	NOUN
fis-3269	41	9	in	in	ADP
fis-3269	41	10	test	test	NOUN
fis-3269	41	11	of	of	ADP
fis-3269	41	12	genikomsou	genikomsou	NOUN
fis-3269	41	13	and	and	CCONJ
fis-3269	41	14	polak	polak	X
fis-3269	42	1	[	[	X
fis-3269	42	2	9	9	NUM
fis-3269	42	3	]	]	PUNCT
fis-3269	42	4	for	for	ADP
fis-3269	42	5	reliable	reliable	ADJ
fis-3269	42	6	consideration	consideration	NOUN
fis-3269	42	7	.	.	PUNCT
fis-3269	43	1	a	a	DET
fis-3269	43	2	damaged	damage	VERB
fis-3269	43	3	model	model	NOUN
fis-3269	43	4	presented	present	VERB
fis-3269	43	5	for	for	ADP
fis-3269	43	6	concrete	concrete	ADJ
fis-3269	43	7	material	material	NOUN
fis-3269	43	8	parameters	parameter	NOUN
fis-3269	43	9	for	for	ADP
fis-3269	43	10	the	the	DET
fis-3269	43	11	yield	yield	NOUN
fis-3269	43	12	function	function	NOUN
fis-3269	43	13	and	and	CCONJ
fis-3269	43	14	plastic	plastic	NOUN
fis-3269	43	15	flow	flow	NOUN
fis-3269	43	16	potential	potential	NOUN
fis-3269	43	17	he	he	PRON
fis-3269	43	18	damaged	damage	VERB
fis-3269	43	19	concrete	concrete	ADJ
fis-3269	43	20	plasticity	plasticity	NOUN
fis-3269	43	21	model	model	NOUN
fis-3269	43	22	(	(	PUNCT
fis-3269	43	23	cdp	cdp	X
fis-3269	43	24	)	)	PUNCT
fis-3269	43	25	is	be	AUX
fis-3269	43	26	employed	employ	VERB
fis-3269	43	27	in	in	ADP
fis-3269	43	28	the	the	DET
fis-3269	43	29	abaqus	abaqus	NOUN
fis-3269	43	30	manual	manual	NOUN
fis-3269	43	31	.	.	PUNCT
fis-3269	44	1	this	this	DET
fis-3269	44	2	model	model	NOUN
fis-3269	44	3	was	be	AUX
fis-3269	44	4	improved	improve	VERB
fis-3269	44	5	by	by	ADP
fis-3269	44	6	lee	lee	PROPN
fis-3269	44	7	and	and	CCONJ
fis-3269	44	8	fenves	fenve	NOUN
fis-3269	45	1	[	[	X
fis-3269	45	2	4	4	NUM
fis-3269	45	3	]	]	PUNCT
fis-3269	45	4	.	.	PUNCT
fis-3269	46	1	the	the	DET
fis-3269	46	2	model	model	NOUN
fis-3269	46	3	cdp	cdp	X
fis-3269	46	4	based	base	VERB
fis-3269	46	5	on	on	ADP
fis-3269	46	6	that	that	DET
fis-3269	46	7	definition	definition	NOUN
fis-3269	46	8	the	the	DET
fis-3269	46	9	yield	yield	NOUN
fis-3269	46	10	function	function	NOUN
fis-3269	46	11	of	of	ADP
fis-3269	46	12	concrete	concrete	NOUN
fis-3269	46	13	shown	show	VERB
fis-3269	46	14	in	in	ADP
fis-3269	46	15	fig	fig	NOUN
fis-3269	46	16	.	.	PUNCT
fis-3269	46	17	1	1	NUM
fis-3269	46	18	and	and	CCONJ
fis-3269	46	19	the	the	DET
fis-3269	46	20	parameters	parameter	NOUN
fis-3269	46	21	of	of	ADP
fis-3269	46	22	flow	flow	NOUN
fis-3269	46	23	potential	potential	ADJ
fis-3269	46	24	and	and	CCONJ
fis-3269	46	25	yield	yield	VERB
fis-3269	46	26	surface	surface	NOUN
fis-3269	46	27	given	give	VERB
fis-3269	46	28	in	in	ADP
fis-3269	46	29	tab	tab	NOUN
fis-3269	46	30	.	.	PUNCT
fis-3269	47	1	1	1	NUM
fis-3269	47	2	.	.	X
fis-3269	47	3	where	where	SCONJ
fis-3269	47	4			PROPN
fis-3269	47	5	0	0	X
fis-3269	47	6	0	0	NUM
fis-3269	47	7	/	/	SYM
fis-3269	47	8	b	b	PROPN
fis-3269	47	9	c	c	NOUN
fis-3269	47	10	is	be	AUX
fis-3269	47	11	the	the	DET
fis-3269	47	12	ratio	ratio	NOUN
fis-3269	47	13	between	between	ADP
fis-3269	47	14	the	the	DET
fis-3269	47	15	strength	strength	NOUN
fis-3269	47	16	of	of	ADP
fis-3269	47	17	biaxial	biaxial	NOUN
fis-3269	47	18	and	and	CCONJ
fis-3269	47	19	uniaxial	uniaxial	NOUN
fis-3269	47	20	in	in	ADP
fis-3269	47	21	compression	compression	NOUN
fis-3269	47	22	.	.	PUNCT
fis-3269	48	1	kc	kc	PROPN
fis-3269	48	2	is	be	AUX
fis-3269	48	3	the	the	DET
fis-3269	48	4	ratio	ratio	NOUN
fis-3269	48	5	between	between	ADP
fis-3269	48	6	the	the	DET
fis-3269	48	7	magnitudes	magnitude	NOUN
fis-3269	48	8	of	of	ADP
fis-3269	48	9	deviatoric	deviatoric	ADJ
fis-3269	48	10	stress	stress	NOUN
fis-3269	48	11	in	in	ADP
fis-3269	48	12	uniaxial	uniaxial	ADJ
fis-3269	48	13	tension	tension	NOUN
fis-3269	48	14	and	and	CCONJ
fis-3269	48	15	compression	compression	NOUN
fis-3269	48	16	.	.	PUNCT
fis-3269	49	1	figure	figure	NOUN
fis-3269	49	2	1	1	NUM
fis-3269	49	3	:	:	PUNCT
fis-3269	49	4	concrete	concrete	ADJ
fis-3269	49	5	yield	yield	NOUN
fis-3269	49	6	surface	surface	NOUN
fis-3269	49	7	dilation	dilation	NOUN
fis-3269	49	8	angle	angle	NOUN
fis-3269	49	9	eccentricity	eccentricity	NOUN
fis-3269	49	10	(	(	PUNCT
fis-3269	49	11			PROPN
fis-3269	49	12	)	)	PUNCT
fis-3269	49	13			PROPN
fis-3269	50	1	0	0	NOUN
fis-3269	50	2	0	0	NUM
fis-3269	50	3	/	/	SYM
fis-3269	50	4	b	b	NOUN
fis-3269	51	1	c	c	NOUN
fis-3269	51	2	ck	ck	INTJ
fis-3269	51	3	300~400	300~400	NUM
fis-3269	51	4	0.1	0.1	NUM
fis-3269	51	5	1.16	1.16	NUM
fis-3269	51	6	0.667	0.667	NUM
fis-3269	51	7	table	table	NOUN
fis-3269	51	8	1	1	NUM
fis-3269	51	9	:	:	PUNCT
fis-3269	51	10	the	the	DET
fis-3269	51	11	material	material	NOUN
fis-3269	51	12	parameters	parameter	NOUN
fis-3269	51	13	in	in	ADP
fis-3269	51	14	cdp	cdp	PROPN
fis-3269	51	15	model	model	PROPN
fis-3269	51	16	.	.	PUNCT
fis-3269	52	1	compressive	compressive	ADJ
fis-3269	52	2	and	and	CCONJ
fis-3269	52	3	tensile	tensile	NOUN
fis-3269	52	4	behavior	behavior	NOUN
fis-3269	52	5	behavior	behavior	NOUN
fis-3269	52	6	in	in	ADP
fis-3269	52	7	compression	compression	NOUN
fis-3269	52	8	uniaxial	uniaxial	ADJ
fis-3269	52	9	loading	loading	NOUN
fis-3269	52	10	conditions	condition	NOUN
fis-3269	52	11	in	in	ADP
fis-3269	52	12	compression	compression	NOUN
fis-3269	52	13	includes	include	VERB
fis-3269	52	14	3	3	NUM
fis-3269	52	15	phases	phase	NOUN
fis-3269	52	16	shown	show	VERB
fis-3269	52	17	in	in	ADP
fis-3269	52	18	fig	fig	NOUN
fis-3269	52	19	.	.	PUNCT
fis-3269	53	1	2	2	X
fis-3269	53	2	.	.	PUNCT
fis-3269	53	3	the	the	DET
fis-3269	53	4	details	detail	NOUN
fis-3269	53	5	of	of	ADP
fis-3269	53	6	phases	phase	NOUN
fis-3269	53	7	are	be	AUX
fis-3269	53	8	described	describe	VERB
fis-3269	53	9	below	below	ADP
fis-3269	53	10	:	:	PUNCT
fis-3269	53	11	t	t	PROPN
fis-3269	53	12	t.	t.	PROPN
fis-3269	53	13	cuong	cuong	PROPN
fis-3269	53	14	-	-	PUNCT
fis-3269	53	15	le	le	X
fis-3269	53	16	et	et	PROPN
fis-3269	53	17	alii	alii	PROPN
fis-3269	53	18	,	,	PUNCT
fis-3269	53	19	frattura	frattura	PROPN
fis-3269	53	20	ed	ed	PROPN
fis-3269	53	21	integrità	integrità	PROPN
fis-3269	53	22	strutturale	strutturale	PROPN
fis-3269	53	23	,	,	PUNCT
fis-3269	53	24	59	59	NUM
fis-3269	53	25	(	(	PUNCT
fis-3269	53	26	2022	2022	NUM
fis-3269	53	27	)	)	PUNCT
fis-3269	53	28	232	232	NUM
fis-3269	53	29	-	-	SYM
fis-3269	53	30	242	242	NUM
fis-3269	53	31	;	;	PUNCT
fis-3269	53	32	doi	doi	NOUN
fis-3269	53	33	:	:	PUNCT
fis-3269	53	34	10.3221	10.3221	NUM
fis-3269	53	35	/	/	SYM
fis-3269	53	36	igf	igf	PROPN
fis-3269	53	37	-	-	PROPN
fis-3269	53	38	esis.59.17	esis.59.17	ADJ
fis-3269	53	39	234	234	NUM
fis-3269	53	40	phase	phase	NOUN
fis-3269	53	41	1	1	NUM
fis-3269	53	42	:	:	PUNCT
fis-3269	53	43	in	in	ADP
fis-3269	53	44	this	this	DET
fis-3269	53	45	phase	phase	NOUN
fis-3269	53	46	,	,	PUNCT
fis-3269	53	47	the	the	DET
fis-3269	53	48	relationship	relationship	NOUN
fis-3269	53	49	of	of	ADP
fis-3269	53	50	stress	stress	NOUN
fis-3269	53	51	-	-	PUNCT
fis-3269	53	52	strain	strain	NOUN
fis-3269	53	53	is	be	AUX
fis-3269	53	54	denoted	denote	VERB
fis-3269	53	55	linear	linear	NOUN
fis-3269	53	56	given	give	VERB
fis-3269	53	57	in	in	ADP
fis-3269	53	58	eqn	eqn	NOUN
fis-3269	53	59	.	.	PUNCT
fis-3269	54	1	(	(	PUNCT
fis-3269	54	2	1	1	NUM
fis-3269	54	3	)	)	PUNCT
fis-3269	54	4	.	.	PUNCT
fis-3269	55	1	at	at	ADP
fis-3269	55	2	the	the	DET
fis-3269	55	3	end	end	NOUN
fis-3269	55	4	of	of	ADP
fis-3269	55	5	this	this	DET
fis-3269	55	6	phase	phase	NOUN
fis-3269	55	7	registered	register	VERB
fis-3269	55	8			PROPN
fis-3269	55	9			NUM
fis-3269	55	10	0.4c	0.4c	PROPN
fis-3269	55	11	cmf	cmf	PROPN
fis-3269	55	12	according	accord	VERB
fis-3269	55	13	to	to	ADP
fis-3269	55	14	ec2	ec2	PROPN
fis-3269	55	15	.	.	PUNCT
fis-3269	56	1			PROPN
fis-3269	56	2	1	1	X
fis-3269	56	3	0c	0c	PROPN
fis-3269	56	4	ce	ce	PROPN
fis-3269	56	5	(	(	PUNCT
fis-3269	56	6	1	1	NUM
fis-3269	56	7	)	)	PUNCT
fis-3269	56	8	phase	phase	NOUN
fis-3269	56	9	2	2	NUM
fis-3269	56	10	:	:	PUNCT
fis-3269	56	11	when	when	SCONJ
fis-3269	56	12	the	the	DET
fis-3269	56	13	compressive	compressive	ADJ
fis-3269	56	14	stress	stress	NOUN
fis-3269	56	15	is	be	AUX
fis-3269	56	16	achieved	achieve	VERB
fis-3269	56	17			PROPN
fis-3269	57	1			PROPN
fis-3269	57	2	0.4c	0.4c	PROPN
fis-3269	57	3	cmf	cmf	PROPN
fis-3269	57	4	,	,	PUNCT
fis-3269	57	5	cracks	crack	NOUN
fis-3269	57	6	begin	begin	VERB
fis-3269	57	7	to	to	PART
fis-3269	57	8	appear	appear	VERB
fis-3269	57	9	accordingly	accordingly	ADV
fis-3269	57	10	,	,	PUNCT
fis-3269	57	11	the	the	DET
fis-3269	57	12	relationship	relationship	NOUN
fis-3269	57	13	of	of	ADP
fis-3269	57	14	stress	stress	NOUN
fis-3269	57	15	-	-	PUNCT
fis-3269	57	16	strain	strain	NOUN
fis-3269	57	17	of	of	ADP
fis-3269	57	18	concrete	concrete	NOUN
fis-3269	57	19	in	in	ADP
fis-3269	57	20	this	this	DET
fis-3269	57	21	phase	phase	NOUN
fis-3269	57	22	is	be	AUX
fis-3269	57	23	nonlinear	nonlinear	ADJ
fis-3269	57	24	behavior	behavior	NOUN
fis-3269	57	25	given	give	VERB
fis-3269	57	26	in	in	ADP
fis-3269	57	27	eqn	eqn	NOUN
fis-3269	57	28	.	.	PUNCT
fis-3269	58	1	(	(	PUNCT
fis-3269	58	2	2	2	X
fis-3269	58	3	)	)	PUNCT
fis-3269	58	4			PROPN
fis-3269	58	5			PROPN
fis-3269	58	6			PROPN
fis-3269	58	7			PROPN
fis-3269	58	8			PROPN
fis-3269	58	9			PROPN
fis-3269	58	10			PROPN
fis-3269	58	11			NOUN
fis-3269	58	12			NOUN
fis-3269	58	13			PROPN
fis-3269	58	14			PROPN
fis-3269	58	15			PROPN
fis-3269	59	1			ADJ
fis-3269	59	2			PROPN
fis-3269	59	3			NOUN
fis-3269	59	4			NOUN
fis-3269	59	5			PROPN
fis-3269	59	6			PROPN
fis-3269	59	7			PROPN
fis-3269	60	1			ADJ
fis-3269	60	2			NOUN
fis-3269	60	3	2	2	NUM
fis-3269	60	4	12	12	NUM
fis-3269	60	5	1	1	NUM
fis-3269	60	6	1	1	NUM
fis-3269	60	7	1	1	NUM
fis-3269	60	8	2	2	NUM
fis-3269	60	9	c	c	NOUN
fis-3269	60	10	c	c	X
fis-3269	60	11	ci	ci	NOUN
fis-3269	60	12	cm	cm	NOUN
fis-3269	61	1	c	c	NOUN
fis-3269	62	1	c	c	NOUN
fis-3269	62	2	cm	cm	NOUN
fis-3269	62	3	c	c	NOUN
fis-3269	62	4	c	c	PROPN
fis-3269	62	5	ci	ci	PROPN
fis-3269	62	6	cm	cm	NOUN
fis-3269	62	7	c	c	NOUN
fis-3269	62	8	e	e	NOUN
fis-3269	62	9	f	f	PROPN
fis-3269	62	10	f	f	PROPN
fis-3269	62	11	e	e	PROPN
fis-3269	62	12	f	f	X
fis-3269	62	13	(	(	PUNCT
fis-3269	62	14	2	2	NUM
fis-3269	62	15	)	)	PUNCT
fis-3269	62	16	where	where	SCONJ
fis-3269	62	17	cie	cie	PROPN
fis-3269	62	18	is	be	AUX
fis-3269	62	19	the	the	DET
fis-3269	62	20	modulus	modulus	NOUN
fis-3269	62	21	of	of	ADP
fis-3269	62	22	elasticity	elasticity	NOUN
fis-3269	62	23	of	of	ADP
fis-3269	62	24	concrete	concrete	NOUN
fis-3269	62	25	.	.	PUNCT
fis-3269	63	1	phase	phase	NOUN
fis-3269	63	2	3	3	NUM
fis-3269	63	3	:	:	PUNCT
fis-3269	63	4	the	the	DET
fis-3269	63	5	behavior	behavior	NOUN
fis-3269	63	6	of	of	ADP
fis-3269	63	7	concrete	concrete	NOUN
fis-3269	63	8	in	in	ADP
fis-3269	63	9	this	this	DET
fis-3269	63	10	phase	phase	NOUN
fis-3269	63	11	is	be	AUX
fis-3269	63	12	softening	soften	VERB
fis-3269	63	13	and	and	CCONJ
fis-3269	63	14	determined	determine	VERB
fis-3269	63	15	based	base	VERB
fis-3269	63	16	on	on	ADP
fis-3269	63	17	the	the	DET
fis-3269	63	18	theory	theory	NOUN
fis-3269	63	19	which	which	PRON
fis-3269	63	20	is	be	AUX
fis-3269	63	21	proposed	propose	VERB
fis-3269	63	22	by	by	ADP
fis-3269	63	23	kratzig	kratzig	NOUN
fis-3269	63	24	and	and	CCONJ
fis-3269	63	25	polling	polling	NOUN
fis-3269	63	26	(	(	PUNCT
fis-3269	63	27	2004	2004	NUM
fis-3269	63	28	)	)	PUNCT
fis-3269	63	29	,	,	PUNCT
fis-3269	63	30	this	this	DET
fis-3269	63	31	model	model	NOUN
fis-3269	63	32	is	be	AUX
fis-3269	63	33	suitable	suitable	ADJ
fis-3269	63	34	for	for	ADP
fis-3269	63	35	numerical	numerical	ADJ
fis-3269	63	36	analysis	analysis	NOUN
fis-3269	63	37	because	because	SCONJ
fis-3269	63	38	the	the	DET
fis-3269	63	39	model	model	NOUN
fis-3269	63	40	depends	depend	VERB
fis-3269	63	41	on	on	ADP
fis-3269	63	42	the	the	DET
fis-3269	63	43	length	length	NOUN
fis-3269	63	44	of	of	ADP
fis-3269	63	45	mesh	mesh	NOUN
fis-3269	63	46	elements	element	NOUN
fis-3269	63	47	eql	eql	PROPN
fis-3269	63	48	.	.	PUNCT
fis-3269	64	1	phase	phase	NOUN
fis-3269	64	2	3	3	NUM
fis-3269	64	3	is	be	AUX
fis-3269	64	4	expressed	express	VERB
fis-3269	64	5	in	in	ADP
fis-3269	64	6	eqns	eqns	PROPN
fis-3269	64	7	.	.	PUNCT
fis-3269	65	1	(	(	PUNCT
fis-3269	65	2	3	3	NUM
fis-3269	65	3	-	-	SYM
fis-3269	65	4	4	4	NUM
fis-3269	65	5	)	)	PUNCT
fis-3269	65	6	.	.	PUNCT
fis-3269	66	1			NUM
fis-3269	66	2			PROPN
fis-3269	66	3			PROPN
fis-3269	66	4			VERB
fis-3269	66	5			NUM
fis-3269	66	6			PROPN
fis-3269	66	7			PROPN
fis-3269	66	8			PROPN
fis-3269	66	9			NOUN
fis-3269	66	10			VERB
fis-3269	66	11			PROPN
fis-3269	66	12			PROPN
fis-3269	66	13			PROPN
fis-3269	66	14			CCONJ
fis-3269	66	15			PROPN
fis-3269	66	16			NOUN
fis-3269	66	17	12	12	NUM
fis-3269	66	18	3	3	NUM
fis-3269	66	19	1	1	NUM
fis-3269	66	20	1	1	NUM
fis-3269	66	21	2	2	NUM
fis-3269	66	22	2	2	NUM
fis-3269	66	23	2	2	NUM
fis-3269	66	24	c	c	NOUN
fis-3269	66	25	cm	cm	NOUN
fis-3269	66	26	c	c	NOUN
fis-3269	66	27	c	c	NOUN
fis-3269	66	28	c	c	NOUN
fis-3269	66	29	c	c	NOUN
fis-3269	66	30	c	c	NOUN
fis-3269	66	31	c	c	NOUN
fis-3269	66	32	cm	cm	NOUN
fis-3269	66	33	c	c	NOUN
fis-3269	66	34	f	f	PROPN
fis-3269	66	35	f	f	X
fis-3269	66	36	(	(	PUNCT
fis-3269	66	37	3	3	NUM
fis-3269	66	38	)	)	PUNCT
fis-3269	66	39			ADJ
fis-3269	66	40			PROPN
fis-3269	66	41			PRON
fis-3269	66	42			PROPN
fis-3269	66	43			PROPN
fis-3269	67	1			NUM
fis-3269	68	1			NUM
fis-3269	69	1			INTJ
fis-3269	70	1			PROPN
fis-3269	70	2			NOUN
fis-3269	70	3			VERB
fis-3269	70	4			PROPN
fis-3269	70	5			PROPN
fis-3269	70	6			VERB
fis-3269	70	7			PRON
fis-3269	70	8			NOUN
fis-3269	70	9			NOUN
fis-3269	70	10			PROPN
fis-3269	70	11			PROPN
fis-3269	70	12	2	2	NUM
fis-3269	70	13	1	1	NUM
fis-3269	70	14	2	2	NUM
fis-3269	70	15	1	1	NUM
fis-3269	70	16	0	0	NUM
fis-3269	70	17	;	;	PUNCT
fis-3269	70	18	2	2	NUM
fis-3269	70	19	0.5	0.5	NUM
fis-3269	70	20	(	(	PUNCT
fis-3269	70	21	1	1	NUM
fis-3269	70	22	b	b	NOUN
fis-3269	70	23	)	)	PUNCT
fis-3269	70	24	pl	pl	NOUN
fis-3269	70	25	cm	cm	NOUN
fis-3269	70	26	c	c	NOUN
fis-3269	70	27	c	c	NOUN
fis-3269	70	28	c	c	NOUN
fis-3269	70	29	in	in	ADP
fis-3269	70	30	c	c	PROPN
fis-3269	70	31	ch	ch	PROPN
fis-3269	70	32	cm	cm	NOUN
fis-3269	70	33	cm	cm	NOUN
fis-3269	70	34	c	c	PROPN
fis-3269	70	35	eq	eq	NOUN
fis-3269	71	1	f	f	PROPN
fis-3269	71	2	b	b	PROPN
fis-3269	71	3	g	g	PROPN
fis-3269	72	1	f	f	PROPN
fis-3269	72	2	f	f	PROPN
fis-3269	72	3	b	b	PROPN
fis-3269	72	4	l	l	X
fis-3269	72	5	e	e	X
fis-3269	72	6	(	(	PUNCT
fis-3269	72	7	4	4	NUM
fis-3269	72	8	)	)	PUNCT
fis-3269	72	9	where	where	SCONJ
fis-3269	72	10	chg	chg	PROPN
fis-3269	72	11	denotes	denote	NOUN
fis-3269	72	12	crushing	crush	VERB
fis-3269	72	13	energy	energy	NOUN
fis-3269	72	14	,	,	PUNCT
fis-3269	72	15			PROPN
fis-3269	72	16	pl	pl	PROPN
fis-3269	72	17	c	c	NOUN
fis-3269	72	18	and	and	CCONJ
fis-3269	72	19			PROPN
fis-3269	72	20	in	in	ADP
fis-3269	72	21	c	c	PROPN
fis-3269	72	22	are	be	AUX
fis-3269	72	23	plastic	plastic	ADJ
fis-3269	72	24	strain	strain	NOUN
fis-3269	72	25	and	and	CCONJ
fis-3269	72	26	inelastic	inelastic	ADJ
fis-3269	72	27	strain	strain	NOUN
fis-3269	72	28	,	,	PUNCT
fis-3269	72	29	respectively	respectively	ADV
fis-3269	72	30	.	.	PUNCT
fis-3269	73	1	figure	figure	NOUN
fis-3269	73	2	2	2	NUM
fis-3269	73	3	:	:	PUNCT
fis-3269	73	4	behavior	behavior	NOUN
fis-3269	73	5	in	in	ADP
fis-3269	73	6	compression	compression	NOUN
fis-3269	73	7	.	.	PUNCT
fis-3269	74	1	behavior	behavior	NOUN
fis-3269	74	2	in	in	ADP
fis-3269	74	3	tension	tension	NOUN
fis-3269	74	4	the	the	DET
fis-3269	74	5	tensile	tensile	NOUN
fis-3269	74	6	nonlinear	nonlinear	ADJ
fis-3269	74	7	behavior	behavior	NOUN
fis-3269	74	8	of	of	ADP
fis-3269	74	9	concrete	concrete	NOUN
fis-3269	74	10	is	be	AUX
fis-3269	74	11	a	a	DET
fis-3269	74	12	curve	curve	NOUN
fis-3269	74	13	showing	show	VERB
fis-3269	74	14	the	the	DET
fis-3269	74	15	stress	stress	NOUN
fis-3269	74	16	-	-	PUNCT
fis-3269	74	17	crack	crack	NOUN
fis-3269	74	18	opening	opening	NOUN
fis-3269	74	19	relationship	relationship	NOUN
fis-3269	74	20	proposed	propose	VERB
fis-3269	74	21	by	by	ADP
fis-3269	74	22	hordijk	hordijk	PROPN
fis-3269	74	23	.	.	PUNCT
fis-3269	75	1	the	the	DET
fis-3269	75	2	characteristic	characteristic	NOUN
fis-3269	75	3	of	of	ADP
fis-3269	75	4	this	this	DET
fis-3269	75	5	curve	curve	NOUN
fis-3269	75	6	is	be	AUX
fis-3269	75	7	that	that	SCONJ
fis-3269	75	8	it	it	PRON
fis-3269	75	9	does	do	AUX
fis-3269	75	10	not	not	PART
fis-3269	75	11	depend	depend	VERB
fis-3269	75	12	on	on	ADP
fis-3269	75	13	the	the	DET
fis-3269	75	14	element	element	NOUN
fis-3269	75	15	meshing	meshing	NOUN
fis-3269	75	16	in	in	ADP
fis-3269	75	17	the	the	DET
fis-3269	75	18	fem	fem	NOUN
fis-3269	75	19	model	model	NOUN
fis-3269	75	20	.	.	PUNCT
fis-3269	76	1	the	the	DET
fis-3269	76	2	formulation	formulation	NOUN
fis-3269	76	3	of	of	ADP
fis-3269	76	4	this	this	DET
fis-3269	76	5	relationship	relationship	NOUN
fis-3269	76	6	is	be	AUX
fis-3269	76	7	given	give	VERB
fis-3269	76	8	in	in	ADP
fis-3269	76	9	eqn	eqn	NOUN
fis-3269	76	10	.	.	PUNCT
fis-3269	77	1	(	(	PUNCT
fis-3269	77	2	5	5	NUM
fis-3269	77	3	)	)	PUNCT
fis-3269	77	4	.	.	PUNCT
fis-3269	78	1	t.	t.	PROPN
fis-3269	78	2	cuong	cuong	PROPN
fis-3269	78	3	-	-	PUNCT
fis-3269	78	4	le	le	X
fis-3269	78	5	et	et	PROPN
fis-3269	78	6	alii	alii	PROPN
fis-3269	78	7	,	,	PUNCT
fis-3269	78	8	frattura	frattura	PROPN
fis-3269	78	9	ed	ed	PROPN
fis-3269	78	10	integrità	integrità	PROPN
fis-3269	78	11	strutturale	strutturale	PROPN
fis-3269	78	12	,	,	PUNCT
fis-3269	78	13	59	59	NUM
fis-3269	78	14	(	(	PUNCT
fis-3269	78	15	2022	2022	NUM
fis-3269	78	16	)	)	PUNCT
fis-3269	78	17	232	232	NUM
fis-3269	78	18	-	-	SYM
fis-3269	78	19	242	242	NUM
fis-3269	78	20	;	;	PUNCT
fis-3269	78	21	doi	doi	NOUN
fis-3269	78	22	:	:	PUNCT
fis-3269	78	23	10.3221	10.3221	NUM
fis-3269	78	24	/	/	SYM
fis-3269	78	25	igf	igf	PROPN
fis-3269	78	26	-	-	PROPN
fis-3269	78	27	esis.59.17	esis.59.17	PROPN
fis-3269	78	28	235	235	NUM
fis-3269	78	29			PROPN
fis-3269	78	30			PROPN
fis-3269	78	31			PROPN
fis-3269	78	32			PROPN
fis-3269	78	33			PROPN
fis-3269	78	34			PROPN
fis-3269	78	35			PROPN
fis-3269	78	36			PROPN
fis-3269	78	37			PUNCT
fis-3269	78	38			PROPN
fis-3269	78	39			PROPN
fis-3269	78	40			PROPN
fis-3269	78	41			NOUN
fis-3269	78	42			NOUN
fis-3269	78	43			PROPN
fis-3269	78	44			PROPN
fis-3269	78	45	2	2	NUM
fis-3269	78	46	3	3	NUM
fis-3269	78	47	3	3	NUM
fis-3269	78	48	2	2	NUM
fis-3269	78	49	1	1	NUM
fis-3269	78	50	1	1	NUM
fis-3269	78	51	(	(	PUNCT
fis-3269	78	52	)	)	PUNCT
fis-3269	78	53	1	1	NUM
fis-3269	78	54	(	(	PUNCT
fis-3269	78	55	1	1	NUM
fis-3269	78	56	)	)	PUNCT
fis-3269	78	57	c	c	NOUN
fis-3269	78	58	w	w	PROPN
fis-3269	78	59	c	c	PROPN
fis-3269	78	60	w	w	PROPN
fis-3269	78	61	ct	ct	PROPN
fis-3269	78	62	tm	tm	PROPN
fis-3269	78	63	c	c	PROPN
fis-3269	78	64	c	c	PROPN
fis-3269	78	65	w	w	PROPN
fis-3269	78	66	w	w	PROPN
fis-3269	78	67	w	w	PROPN
fis-3269	78	68	c	c	PROPN
fis-3269	78	69	e	e	X
fis-3269	78	70	c	c	NOUN
fis-3269	78	71	e	e	PROPN
fis-3269	78	72	f	f	PROPN
fis-3269	78	73	w	w	PROPN
fis-3269	78	74	w	w	PROPN
fis-3269	78	75	(	(	PUNCT
fis-3269	78	76	5	5	NUM
fis-3269	78	77	)	)	PUNCT
fis-3269	78	78	where	where	SCONJ
fis-3269	78	79			ADV
fis-3269	78	80	1	1	ADJ
fis-3269	78	81	23	23	NUM
fis-3269	78	82	,	,	PUNCT
fis-3269	78	83	6.93c	6.93c	PROPN
fis-3269	78	84	c	c	NOUN
fis-3269	78	85	and	and	CCONJ
fis-3269	78	86	wc	wc	PROPN
fis-3269	78	87	is	be	AUX
fis-3269	78	88	the	the	DET
fis-3269	78	89	critical	critical	ADJ
fis-3269	78	90	crack	crack	NOUN
fis-3269	78	91	opening	opening	NOUN
fis-3269	78	92	which	which	PRON
fis-3269	78	93	can	can	AUX
fis-3269	78	94	be	be	AUX
fis-3269	78	95	considered	consider	VERB
fis-3269	78	96	as	as	SCONJ
fis-3269	78	97	the	the	DET
fis-3269	78	98	fracture	fracture	NOUN
fis-3269	78	99	crack	crack	VERB
fis-3269	78	100	opening	opening	NOUN
fis-3269	78	101	given	give	VERB
fis-3269	78	102	in	in	ADP
fis-3269	78	103	eqn	eqn	NOUN
fis-3269	78	104	.	.	PUNCT
fis-3269	79	1	(	(	PUNCT
fis-3269	79	2	6	6	NUM
fis-3269	79	3	)	)	PUNCT
fis-3269	79	4	.	.	PUNCT
fis-3269	80	1			NOUN
fis-3269	81	1	5.14	5.14	NUM
fis-3269	81	2	f	f	NOUN
fis-3269	81	3	c	c	PROPN
fis-3269	81	4	tm	tm	PROPN
fis-3269	81	5	g	g	PROPN
fis-3269	81	6	w	w	PROPN
fis-3269	81	7	f	f	PROPN
fis-3269	81	8	(	(	PUNCT
fis-3269	81	9	6	6	NUM
fis-3269	81	10	)	)	PUNCT
fis-3269	81	11	based	base	VERB
fis-3269	81	12	on	on	ADP
fis-3269	81	13	the	the	DET
fis-3269	81	14	curve	curve	NOUN
fis-3269	81	15	of	of	ADP
fis-3269	81	16	stress	stress	NOUN
fis-3269	81	17	-	-	PUNCT
fis-3269	81	18	crack	crack	NOUN
fis-3269	81	19	opening	opening	NOUN
fis-3269	81	20	relationship	relationship	NOUN
fis-3269	81	21	,	,	PUNCT
fis-3269	81	22	it	it	PRON
fis-3269	81	23	can	can	AUX
fis-3269	81	24	be	be	AUX
fis-3269	81	25	obtained	obtain	VERB
fis-3269	81	26	a	a	DET
fis-3269	81	27	new	new	ADJ
fis-3269	81	28	curve	curve	NOUN
fis-3269	81	29	having	have	VERB
fis-3269	81	30	the	the	DET
fis-3269	81	31	feature	feature	NOUN
fis-3269	81	32	of	of	ADP
fis-3269	81	33	stress	stress	NOUN
fis-3269	81	34	-	-	PUNCT
fis-3269	81	35	strain	strain	NOUN
fis-3269	81	36	through	through	ADP
fis-3269	81	37	eqn	eqn	NOUN
fis-3269	81	38	.	.	PUNCT
fis-3269	82	1	(	(	PUNCT
fis-3269	82	2	7	7	NUM
fis-3269	82	3	)	)	PUNCT
fis-3269	82	4	.	.	PUNCT
fis-3269	83	1	thus	thus	ADV
fis-3269	83	2	,	,	PUNCT
fis-3269	83	3	the	the	DET
fis-3269	83	4	strain	strain	NOUN
fis-3269	83	5			PROPN
fis-3269	83	6	t	t	NOUN
fis-3269	83	7	at	at	ADP
fis-3269	83	8	tensile	tensile	NOUN
fis-3269	83	9	strength	strength	NOUN
fis-3269	83	10			PROPN
fis-3269	83	11	tm	tm	NOUN
fis-3269	83	12	can	can	AUX
fis-3269	83	13	be	be	AUX
fis-3269	83	14	evaluated	evaluate	VERB
fis-3269	83	15	from	from	ADP
fis-3269	83	16	crack	crack	NOUN
fis-3269	83	17	opening	opening	NOUN
fis-3269	83	18	.	.	PUNCT
fis-3269	84	1	where	where	SCONJ
fis-3269	84	2	eql	eql	PROPN
fis-3269	84	3	can	can	AUX
fis-3269	84	4	consider	consider	VERB
fis-3269	84	5	as	as	ADP
fis-3269	84	6	a	a	DET
fis-3269	84	7	length	length	NOUN
fis-3269	84	8	of	of	ADP
fis-3269	84	9	element	element	NOUN
fis-3269	84	10	(	(	PUNCT
fis-3269	84	11	meshed	mesh	VERB
fis-3269	84	12	size	size	NOUN
fis-3269	84	13	)	)	PUNCT
fis-3269	84	14	.	.	PUNCT
fis-3269	85	1	after	after	ADP
fis-3269	85	2	this	this	DET
fis-3269	85	3	assumption	assumption	NOUN
fis-3269	85	4	,	,	PUNCT
fis-3269	85	5	the	the	DET
fis-3269	85	6	stress	stress	NOUN
fis-3269	85	7	-	-	PUNCT
fis-3269	85	8	strain	strain	NOUN
fis-3269	85	9	curve	curve	NOUN
fis-3269	85	10	relationship	relationship	NOUN
fis-3269	85	11	given	give	VERB
fis-3269	85	12	in	in	ADP
fis-3269	85	13	fig	fig	NOUN
fis-3269	85	14	.	.	PUNCT
fis-3269	86	1	3	3	X
fis-3269	86	2	.	.	X
fis-3269	86	3			PROPN
fis-3269	86	4			PROPN
fis-3269	86	5	t	t	PROPN
fis-3269	86	6	tm	tm	NOUN
fis-3269	86	7	eq	eq	PROPN
fis-3269	86	8	w	w	PROPN
fis-3269	86	9	l	l	PROPN
fis-3269	86	10	(	(	PUNCT
fis-3269	86	11	7	7	NUM
fis-3269	86	12	)	)	PUNCT
fis-3269	86	13	figure	figure	NOUN
fis-3269	86	14	3	3	NUM
fis-3269	86	15	:	:	PUNCT
fis-3269	86	16	behavior	behavior	NOUN
fis-3269	86	17	in	in	ADP
fis-3269	86	18	tension	tension	NOUN
fis-3269	86	19	.	.	PUNCT
fis-3269	87	1	compressive	compressive	ADJ
fis-3269	87	2	damage	damage	NOUN
fis-3269	87	3	and	and	CCONJ
fis-3269	87	4	tension	tension	NOUN
fis-3269	87	5	damaged	damage	VERB
fis-3269	87	6	component	component	NOUN
fis-3269	87	7	compression	compression	NOUN
fis-3269	87	8	damage	damage	NOUN
fis-3269	87	9	variable	variable	NOUN
fis-3269	87	10	(	(	PUNCT
fis-3269	87	11	dc	dc	PROPN
fis-3269	87	12	)	)	PUNCT
fis-3269	87	13	this	this	DET
fis-3269	87	14	parameter	parameter	NOUN
fis-3269	87	15	is	be	AUX
fis-3269	87	16	used	use	VERB
fis-3269	87	17	to	to	PART
fis-3269	87	18	specify	specify	VERB
fis-3269	87	19	compressive	compressive	ADJ
fis-3269	87	20	stiffness	stiffness	ADJ
fis-3269	87	21	degradation	degradation	NOUN
fis-3269	87	22	damage	damage	NOUN
fis-3269	87	23	,	,	PUNCT
fis-3269	87	24	cd	cd	PROPN
fis-3269	87	25	is	be	AUX
fis-3269	87	26	determined	determine	VERB
fis-3269	87	27	through	through	ADP
fis-3269	87	28	plastic	plastic	ADJ
fis-3269	87	29	strain	strain	NOUN
fis-3269	87	30			PROPN
fis-3269	87	31	pl	pl	X
fis-3269	87	32	c	c	PROPN
fis-3269	87	33	and	and	CCONJ
fis-3269	87	34	a	a	DET
fis-3269	87	35	using	use	VERB
fis-3269	87	36	a	a	DET
fis-3269	87	37	constant	constant	ADJ
fis-3269	87	38	factor	factor	NOUN
fis-3269	87	39	cb	cb	NOUN
fis-3269	87	40	with	with	ADP
fis-3269	87	41	0	0	NUM
fis-3269	87	42	<	<	X
fis-3269	87	43	cb	cb	PROPN
fis-3269	87	44	≤	≤	PROPN
fis-3269	87	45	1	1	NUM
fis-3269	87	46	.	.	PUNCT
fis-3269	88	1			NOUN
fis-3269	89	1			PROPN
fis-3269	89	2			PROPN
fis-3269	89	3			PROPN
fis-3269	89	4			PROPN
fis-3269	89	5			NOUN
fis-3269	89	6			ADJ
fis-3269	89	7			PROPN
fis-3269	89	8			PROPN
fis-3269	89	9			VERB
fis-3269	89	10	1	1	NUM
fis-3269	89	11	11	11	NUM
fis-3269	89	12	1/	1/	NUM
fis-3269	89	13	1	1	NUM
fis-3269	89	14	c	c	NOUN
fis-3269	89	15	c	c	NOUN
fis-3269	89	16	c	c	NOUN
fis-3269	89	17	pl	pl	X
fis-3269	89	18	c	c	NOUN
fis-3269	89	19	c	c	NOUN
fis-3269	89	20	c	c	NOUN
fis-3269	89	21	c	c	NOUN
fis-3269	89	22	e	e	PROPN
fis-3269	89	23	d	d	X
fis-3269	89	24	b	b	X
fis-3269	89	25	e	e	X
fis-3269	89	26	(	(	PUNCT
fis-3269	89	27	8)	8)	NUM
fis-3269	89	28	in	in	ADP
fis-3269	89	29	this	this	DET
fis-3269	89	30	paper	paper	NOUN
fis-3269	89	31	,	,	PUNCT
fis-3269	89	32	assumption	assumption	NOUN
fis-3269	89	33			NOUN
fis-3269	89	34	0.7cb	0.7cb	NUM
fis-3269	89	35	to	to	PART
fis-3269	89	36	evaluate	evaluate	VERB
fis-3269	89	37	the	the	DET
fis-3269	89	38	parameter	parameter	NOUN
fis-3269	89	39	cd	cd	PROPN
fis-3269	89	40	.	.	PUNCT
fis-3269	90	1	fig	fig	NOUN
fis-3269	90	2	.	.	PUNCT
fis-3269	91	1	4	4	NUM
fis-3269	91	2	illustrates	illustrate	VERB
fis-3269	91	3	the	the	DET
fis-3269	91	4	relationship	relationship	NOUN
fis-3269	91	5	between	between	ADP
fis-3269	91	6	compressive	compressive	ADJ
fis-3269	91	7	damage	damage	NOUN
fis-3269	91	8	parameter	parameter	NOUN
fis-3269	91	9	and	and	CCONJ
fis-3269	91	10	inelastic	inelastic	ADJ
fis-3269	91	11	strain	strain	NOUN
fis-3269	91	12	with	with	ADP
fis-3269	91	13	concrete	concrete	ADJ
fis-3269	91	14	having	have	VERB
fis-3269	91	15	strength	strength	NOUN
fis-3269	91	16			PROPN
fis-3269	91	17	35cmf	35cmf	NOUN
fis-3269	91	18	calculated	calculate	VERB
fis-3269	91	19	in	in	ADP
fis-3269	91	20	eqn	eqn	NOUN
fis-3269	91	21	.	.	PUNCT
fis-3269	92	1	(	(	PUNCT
fis-3269	92	2	8)	8)	NUM
fis-3269	92	3	.	.	PUNCT
fis-3269	93	1	t.	t.	PROPN
fis-3269	93	2	cuong	cuong	PROPN
fis-3269	93	3	-	-	PUNCT
fis-3269	93	4	le	le	X
fis-3269	93	5	et	et	PROPN
fis-3269	93	6	alii	alii	PROPN
fis-3269	93	7	,	,	PUNCT
fis-3269	93	8	frattura	frattura	PROPN
fis-3269	93	9	ed	ed	PROPN
fis-3269	93	10	integrità	integrità	PROPN
fis-3269	93	11	strutturale	strutturale	PROPN
fis-3269	93	12	,	,	PUNCT
fis-3269	93	13	59	59	NUM
fis-3269	93	14	(	(	PUNCT
fis-3269	93	15	2022	2022	NUM
fis-3269	93	16	)	)	PUNCT
fis-3269	93	17	232	232	NUM
fis-3269	93	18	-	-	SYM
fis-3269	93	19	242	242	NUM
fis-3269	93	20	;	;	PUNCT
fis-3269	93	21	doi	doi	NOUN
fis-3269	93	22	:	:	PUNCT
fis-3269	93	23	10.3221	10.3221	NUM
fis-3269	93	24	/	/	SYM
fis-3269	93	25	igf	igf	PROPN
fis-3269	93	26	-	-	PROPN
fis-3269	93	27	esis.59.17	esis.59.17	PROPN
fis-3269	93	28	236	236	NUM
fis-3269	93	29	figure	figure	NOUN
fis-3269	93	30	4	4	NUM
fis-3269	93	31	:	:	PUNCT
fis-3269	93	32	the	the	DET
fis-3269	93	33	curve	curve	NOUN
fis-3269	93	34	of	of	ADP
fis-3269	93	35	compressive	compressive	ADJ
fis-3269	93	36	damage	damage	NOUN
fis-3269	93	37	parameter	parameter	NOUN
fis-3269	93	38	and	and	CCONJ
fis-3269	93	39	inelastic	inelastic	ADJ
fis-3269	93	40	strain	strain	NOUN
fis-3269	93	41	tension	tension	NOUN
fis-3269	93	42	damage	damage	NOUN
fis-3269	93	43	variable	variable	NOUN
fis-3269	93	44	(	(	PUNCT
fis-3269	93	45	dt	dt	NOUN
fis-3269	93	46	)	)	PUNCT
fis-3269	93	47	similar	similar	ADJ
fis-3269	93	48	to	to	ADP
fis-3269	93	49	the	the	DET
fis-3269	93	50	compression	compression	NOUN
fis-3269	93	51	damage	damage	NOUN
fis-3269	93	52	variable	variable	ADJ
fis-3269	93	53	cd	cd	NOUN
fis-3269	93	54	,	,	PUNCT
fis-3269	93	55	the	the	DET
fis-3269	93	56	damaged	damage	VERB
fis-3269	93	57	parameter	parameter	NOUN
fis-3269	93	58	in	in	ADP
fis-3269	93	59	tension	tension	NOUN
fis-3269	93	60	td	td	NOUN
fis-3269	93	61	depends	depend	VERB
fis-3269	93	62	on	on	ADP
fis-3269	93	63			PROPN
fis-3269	93	64	pl	pl	PROPN
fis-3269	93	65	t	t	PROPN
fis-3269	93	66	and	and	CCONJ
fis-3269	93	67	an	an	DET
fis-3269	93	68	experimentally	experimentally	ADV
fis-3269	93	69	determined	determine	VERB
fis-3269	93	70	parameter	parameter	NOUN
fis-3269	93	71			NUM
fis-3269	93	72	0.1	0.1	NUM
fis-3269	93	73	tb	tb	NOUN
fis-3269	93	74	.	.	PUNCT
fis-3269	94	1	so	so	ADV
fis-3269	94	2	,	,	PUNCT
fis-3269	94	3	unloading	unloading	NOUN
fis-3269	94	4	is	be	AUX
fis-3269	94	5	assumed	assume	VERB
fis-3269	94	6	to	to	PART
fis-3269	94	7	return	return	VERB
fis-3269	94	8	almost	almost	ADV
fis-3269	94	9	back	back	ADV
fis-3269	94	10	to	to	ADP
fis-3269	94	11	the	the	DET
fis-3269	94	12	origin	origin	NOUN
fis-3269	94	13	and	and	CCONJ
fis-3269	94	14	to	to	PART
fis-3269	94	15	leave	leave	VERB
fis-3269	94	16	only	only	ADV
fis-3269	94	17	a	a	DET
fis-3269	94	18	small	small	ADJ
fis-3269	94	19	residual	residual	ADJ
fis-3269	94	20	strain	strain	NOUN
fis-3269	94	21	.	.	PUNCT
fis-3269	95	1			NOUN
fis-3269	96	1			PROPN
fis-3269	96	2			PROPN
fis-3269	96	3			PROPN
fis-3269	96	4			PROPN
fis-3269	96	5			NOUN
fis-3269	96	6			ADJ
fis-3269	96	7			PROPN
fis-3269	96	8			PROPN
fis-3269	96	9			VERB
fis-3269	96	10	1	1	NUM
fis-3269	96	11	11	11	NUM
fis-3269	96	12	1/	1/	NUM
fis-3269	96	13	1	1	NUM
fis-3269	96	14	c	c	NOUN
fis-3269	96	15	c	c	NOUN
fis-3269	96	16	t	t	PROPN
fis-3269	96	17	pl	pl	PROPN
fis-3269	96	18	c	c	PROPN
fis-3269	96	19	t	t	PROPN
fis-3269	96	20	t	t	NOUN
fis-3269	96	21	c	c	NOUN
fis-3269	96	22	e	e	PROPN
fis-3269	96	23	d	d	X
fis-3269	96	24	b	b	X
fis-3269	96	25	e	e	X
fis-3269	96	26	(	(	PUNCT
fis-3269	96	27	9	9	X
fis-3269	96	28	)	)	PUNCT
fis-3269	96	29	figure	figure	NOUN
fis-3269	96	30	5	5	NUM
fis-3269	96	31	:	:	PUNCT
fis-3269	96	32	the	the	DET
fis-3269	96	33	curve	curve	NOUN
fis-3269	96	34	of	of	ADP
fis-3269	96	35	compressive	compressive	ADJ
fis-3269	96	36	damage	damage	NOUN
fis-3269	96	37	parameter	parameter	NOUN
fis-3269	96	38	and	and	CCONJ
fis-3269	96	39	crack	crack	VERB
fis-3269	96	40	opening	opening	NOUN
fis-3269	96	41	.	.	PUNCT
fis-3269	97	1	application	application	NOUN
fis-3269	97	2	for	for	ADP
fis-3269	97	3	simulation	simulation	NOUN
fis-3269	97	4	of	of	ADP
fis-3269	97	5	a	a	DET
fis-3269	97	6	reinforce	reinforce	ADJ
fis-3269	97	7	concrete	concrete	ADJ
fis-3269	97	8	beam	beam	NOUN
fis-3269	97	9	beam	beam	NOUN
fis-3269	97	10	namely	namely	ADV
fis-3269	97	11	c3	c3	PROPN
fis-3269	97	12	is	be	AUX
fis-3269	97	13	selected	select	VERB
fis-3269	97	14	as	as	SCONJ
fis-3269	97	15	reported	report	VERB
fis-3269	97	16	by	by	ADP
fis-3269	97	17	vecchio	vecchio	PROPN
fis-3269	97	18	và	và	PROPN
fis-3269	97	19	shim	shim	NOUN
fis-3269	97	20	(	(	PUNCT
fis-3269	97	21	2004	2004	NUM
fis-3269	97	22	)	)	PUNCT
fis-3269	98	1	[	[	X
fis-3269	98	2	8	8	NUM
fis-3269	98	3	]	]	PUNCT
fis-3269	98	4	.	.	PUNCT
fis-3269	99	1	the	the	DET
fis-3269	99	2	geometry	geometry	NOUN
fis-3269	99	3	and	and	CCONJ
fis-3269	99	4	details	detail	NOUN
fis-3269	99	5	of	of	ADP
fis-3269	99	6	beam	beam	NOUN
fis-3269	99	7	c3	c3	PROPN
fis-3269	99	8	are	be	AUX
fis-3269	99	9	shown	show	VERB
fis-3269	99	10	in	in	ADP
fis-3269	99	11	fig	fig	NOUN
fis-3269	99	12	.	.	PUNCT
fis-3269	100	1	6	6	NUM
fis-3269	100	2	.	.	PUNCT
fis-3269	100	3	the	the	DET
fis-3269	100	4	beam	beam	NOUN
fis-3269	100	5	has	have	VERB
fis-3269	100	6	a	a	DET
fis-3269	100	7	section	section	NOUN
fis-3269	100	8	;	;	PUNCT
fis-3269	100	9	152	152	NUM
fis-3269	100	10	mm	mm	NOUN
fis-3269	100	11	width	width	NOUN
fis-3269	100	12	and	and	CCONJ
fis-3269	100	13	552	552	NUM
fis-3269	100	14	mm	mm	NOUN
fis-3269	100	15	height	height	NOUN
fis-3269	100	16	.	.	PUNCT
fis-3269	101	1	the	the	DET
fis-3269	101	2	length	length	NOUN
fis-3269	101	3	of	of	ADP
fis-3269	101	4	the	the	DET
fis-3269	101	5	beam	beam	NOUN
fis-3269	101	6	is	be	AUX
fis-3269	101	7	6400	6400	NUM
fis-3269	101	8	mm	mm	NOUN
fis-3269	101	9	.	.	PUNCT
fis-3269	102	1	rebars	rebar	NOUN
fis-3269	102	2	at	at	ADP
fis-3269	102	3	the	the	DET
fis-3269	102	4	bottom	bottom	ADJ
fis-3269	102	5	layer	layer	NOUN
fis-3269	102	6	arrange	arrange	NOUN
fis-3269	102	7	(	(	PUNCT
fis-3269	102	8	2m30	2m30	NUM
fis-3269	102	9	+	+	NOUN
fis-3269	102	10	2m25	2m25	NUM
fis-3269	102	11	)	)	PUNCT
fis-3269	102	12	and	and	CCONJ
fis-3269	102	13	at	at	ADP
fis-3269	102	14	the	the	DET
fis-3269	102	15	top	top	ADJ
fis-3269	102	16	layer	layer	NOUN
fis-3269	102	17	is	be	AUX
fis-3269	102	18	(	(	PUNCT
fis-3269	102	19	3m10	3m10	NUM
fis-3269	102	20	)	)	PUNCT
fis-3269	102	21	.	.	PUNCT
fis-3269	103	1	experimental	experimental	ADJ
fis-3269	103	2	geometry	geometry	NOUN
fis-3269	103	3	and	and	CCONJ
fis-3269	103	4	details	detail	NOUN
fis-3269	103	5	of	of	ADP
fis-3269	103	6	c3	c3	PROPN
fis-3269	103	7	beam	beam	NOUN
fis-3269	103	8	are	be	AUX
fis-3269	103	9	shown	show	VERB
fis-3269	103	10	in	in	ADP
fis-3269	103	11	fig	fig	NOUN
fis-3269	103	12	.	.	PUNCT
fis-3269	104	1	6	6	NUM
fis-3269	104	2	.	.	PUNCT
fis-3269	105	1	the	the	DET
fis-3269	105	2	material	material	ADJ
fis-3269	105	3	characteristics	characteristic	NOUN
fis-3269	105	4	of	of	ADP
fis-3269	105	5	the	the	DET
fis-3269	105	6	c3	c3	PROPN
fis-3269	105	7	beam	beam	NOUN
fis-3269	105	8	are	be	AUX
fis-3269	105	9	given	give	VERB
fis-3269	105	10	in	in	ADP
fis-3269	105	11	tab	tab	NOUN
fis-3269	105	12	.	.	PUNCT
fis-3269	106	1	2	2	NUM
fis-3269	106	2	.	.	X
fis-3269	106	3	numerical	numerical	PROPN
fis-3269	106	4	simulation	simulation	PROPN
fis-3269	106	5	was	be	AUX
fis-3269	106	6	established	establish	VERB
fis-3269	106	7	using	use	VERB
fis-3269	106	8	abaqus	abaqus	NOUN
fis-3269	106	9	software	software	NOUN
fis-3269	106	10	.	.	PUNCT
fis-3269	107	1	in	in	ADP
fis-3269	107	2	detail	detail	NOUN
fis-3269	107	3	,	,	PUNCT
fis-3269	107	4	the	the	DET
fis-3269	107	5	beam	beam	NOUN
fis-3269	107	6	uses	use	VERB
fis-3269	107	7	solid	solid	ADJ
fis-3269	107	8	element	element	ADJ
fis-3269	107	9	type	type	NOUN
fis-3269	107	10	c3d8r	c3d8r	PUNCT
fis-3269	107	11	with	with	ADP
fis-3269	107	12	1	1	NUM
fis-3269	107	13	point	point	NOUN
fis-3269	107	14	of	of	ADP
fis-3269	107	15	gaussian	gaussian	ADJ
fis-3269	107	16	integration	integration	NOUN
fis-3269	107	17	,	,	PUNCT
fis-3269	107	18	rebar	rebar	NOUN
fis-3269	107	19	uses	use	VERB
fis-3269	107	20	t2d3	t2d3	PROPN
fis-3269	107	21	element	element	NOUN
fis-3269	107	22	which	which	PRON
fis-3269	107	23	is	be	AUX
fis-3269	107	24	only	only	ADV
fis-3269	107	25	under	under	ADP
fis-3269	107	26	tension	tension	NOUN
fis-3269	107	27	and	and	CCONJ
fis-3269	107	28	compression	compression	NOUN
fis-3269	107	29	conditions	condition	NOUN
fis-3269	107	30	,	,	PUNCT
fis-3269	107	31	interaction	interaction	NOUN
fis-3269	107	32	between	between	ADP
fis-3269	107	33	rebar	rebar	NOUN
fis-3269	107	34	and	and	CCONJ
fis-3269	107	35	concrete	concrete	ADJ
fis-3269	107	36	using	use	VERB
fis-3269	107	37	"	"	PUNCT
fis-3269	107	38	embedded	embedded	ADJ
fis-3269	107	39	"	"	PUNCT
fis-3269	107	40	algorithm	algorithm	NOUN
fis-3269	107	41	.	.	PUNCT
fis-3269	108	1	this	this	DET
fis-3269	108	2	method	method	NOUN
fis-3269	108	3	allows	allow	VERB
fis-3269	108	4	a	a	DET
fis-3269	108	5	node	node	NOUN
fis-3269	108	6	or	or	CCONJ
fis-3269	108	7	group	group	NOUN
fis-3269	108	8	nodes	node	NOUN
fis-3269	108	9	of	of	ADP
fis-3269	108	10	rebar	rebar	NOUN
fis-3269	108	11	to	to	PART
fis-3269	108	12	be	be	AUX
fis-3269	108	13	constrained	constrain	VERB
fis-3269	108	14	to	to	ADP
fis-3269	108	15	the	the	DET
fis-3269	108	16	kinetic	kinetic	ADJ
fis-3269	108	17	boundary	boundary	ADJ
fis-3269	108	18	conditions	condition	NOUN
fis-3269	108	19	with	with	ADP
fis-3269	108	20	the	the	DET
fis-3269	108	21	nodes	node	NOUN
fis-3269	108	22	in	in	ADP
fis-3269	108	23	the	the	DET
fis-3269	108	24	concrete	concrete	ADJ
fis-3269	108	25	elements	element	NOUN
fis-3269	108	26	.	.	PUNCT
fis-3269	109	1	in	in	ADP
fis-3269	109	2	the	the	DET
fis-3269	109	3	simulation	simulation	NOUN
fis-3269	109	4	c3	c3	PROPN
fis-3269	109	5	beam	beam	NOUN
fis-3269	109	6	of	of	ADP
fis-3269	109	7	vecchio	vecchio	PROPN
fis-3269	109	8	and	and	CCONJ
fis-3269	109	9	shim	shim	NOUN
fis-3269	109	10	(	(	PUNCT
fis-3269	109	11	2004	2004	NUM
fis-3269	109	12	)	)	PUNCT
fis-3269	110	1	[	[	X
fis-3269	110	2	10	10	NUM
fis-3269	110	3	]	]	PUNCT
fis-3269	110	4	,	,	PUNCT
fis-3269	110	5	the	the	DET
fis-3269	110	6	rebar	rebar	NOUN
fis-3269	110	7	and	and	CCONJ
fis-3269	110	8	the	the	DET
fis-3269	110	9	concrete	concrete	NOUN
fis-3269	110	10	have	have	AUX
fis-3269	110	11	meshed	mesh	VERB
fis-3269	110	12	with	with	ADP
fis-3269	110	13	the	the	DET
fis-3269	110	14	same	same	ADJ
fis-3269	110	15	element	element	NOUN
fis-3269	110	16	size	size	NOUN
fis-3269	110	17	(	(	PUNCT
fis-3269	110	18	40	40	NUM
fis-3269	110	19	mm	mm	NOUN
fis-3269	110	20	)	)	PUNCT
fis-3269	110	21	.	.	PUNCT
fis-3269	111	1	the	the	DET
fis-3269	111	2	a	a	DET
fis-3269	111	3	t.	t.	PROPN
fis-3269	111	4	cuong	cuong	PROPN
fis-3269	111	5	-	-	PUNCT
fis-3269	111	6	le	le	X
fis-3269	111	7	et	et	PROPN
fis-3269	111	8	alii	alii	PROPN
fis-3269	111	9	,	,	PUNCT
fis-3269	111	10	frattura	frattura	PROPN
fis-3269	111	11	ed	ed	PROPN
fis-3269	111	12	integrità	integrità	PROPN
fis-3269	111	13	strutturale	strutturale	PROPN
fis-3269	111	14	,	,	PUNCT
fis-3269	111	15	59	59	NUM
fis-3269	111	16	(	(	PUNCT
fis-3269	111	17	2022	2022	NUM
fis-3269	111	18	)	)	PUNCT
fis-3269	111	19	232	232	NUM
fis-3269	111	20	-	-	SYM
fis-3269	111	21	242	242	NUM
fis-3269	111	22	;	;	PUNCT
fis-3269	111	23	doi	doi	NOUN
fis-3269	111	24	:	:	PUNCT
fis-3269	111	25	10.3221	10.3221	NUM
fis-3269	111	26	/	/	SYM
fis-3269	111	27	igf	igf	PROPN
fis-3269	111	28	-	-	PROPN
fis-3269	111	29	esis.59.17	esis.59.17	PROPN
fis-3269	111	30	237	237	NUM
fis-3269	111	31	interaction	interaction	NOUN
fis-3269	111	32	between	between	ADP
fis-3269	111	33	the	the	DET
fis-3269	111	34	rigid	rigid	ADJ
fis-3269	111	35	steel	steel	NOUN
fis-3269	111	36	plate	plate	NOUN
fis-3269	111	37	and	and	CCONJ
fis-3269	111	38	the	the	DET
fis-3269	111	39	concrete	concrete	NOUN
fis-3269	111	40	uses	use	VERB
fis-3269	111	41	the	the	DET
fis-3269	111	42	"	"	PUNCT
fis-3269	111	43	tie	tie	NOUN
fis-3269	111	44	"	"	PUNCT
fis-3269	111	45	.	.	PUNCT
fis-3269	112	1	the	the	DET
fis-3269	112	2	progress	progress	NOUN
fis-3269	112	3	in	in	ADP
fis-3269	112	4	the	the	DET
fis-3269	112	5	simulation	simulation	NOUN
fis-3269	112	6	is	be	AUX
fis-3269	112	7	shown	show	VERB
fis-3269	112	8	in	in	ADP
fis-3269	112	9	fig	fig	NOUN
fis-3269	112	10	.	.	PUNCT
fis-3269	113	1	7	7	X
fis-3269	113	2	.	.	X
fis-3269	113	3	a	a	DET
fis-3269	113	4	comparison	comparison	NOUN
fis-3269	113	5	of	of	ADP
fis-3269	113	6	the	the	DET
fis-3269	113	7	displacement	displacement	NOUN
fis-3269	113	8	which	which	PRON
fis-3269	113	9	is	be	AUX
fis-3269	113	10	arranged	arrange	VERB
fis-3269	113	11	at	at	ADP
fis-3269	113	12	the	the	DET
fis-3269	113	13	middle	middle	ADJ
fis-3269	113	14	beam	beam	NOUN
fis-3269	113	15	between	between	ADP
fis-3269	113	16	the	the	DET
fis-3269	113	17	simulation	simulation	NOUN
fis-3269	113	18	and	and	CCONJ
fis-3269	113	19	data	datum	NOUN
fis-3269	113	20	obtained	obtain	VERB
fis-3269	113	21	from	from	ADP
fis-3269	113	22	the	the	DET
fis-3269	113	23	experiment	experiment	NOUN
fis-3269	113	24	is	be	AUX
fis-3269	113	25	given	give	VERB
fis-3269	113	26	in	in	ADP
fis-3269	113	27	fig	fig	NOUN
fis-3269	113	28	.	.	PUNCT
fis-3269	114	1	8	8	NUM
fis-3269	114	2	.	.	PUNCT
fis-3269	115	1	the	the	DET
fis-3269	115	2	results	result	NOUN
fis-3269	115	3	in	in	ADP
fis-3269	115	4	fig	fig	NOUN
fis-3269	115	5	.	.	PUNCT
fis-3269	115	6	8	8	NUM
fis-3269	115	7	show	show	VERB
fis-3269	115	8	that	that	SCONJ
fis-3269	115	9	the	the	DET
fis-3269	115	10	damaged	damage	VERB
fis-3269	115	11	nonlinear	nonlinear	ADJ
fis-3269	115	12	model	model	NOUN
fis-3269	115	13	presented	present	VERB
fis-3269	115	14	satisfies	satisfy	VERB
fis-3269	115	15	the	the	DET
fis-3269	115	16	beam	beam	NOUN
fis-3269	115	17	stiffness	stiffness	NOUN
fis-3269	115	18	degradation	degradation	NOUN
fis-3269	115	19	.	.	PUNCT
fis-3269	116	1	simulation	simulation	NOUN
fis-3269	116	2	result	result	VERB
fis-3269	116	3	at	at	ADP
fis-3269	116	4	the	the	DET
fis-3269	116	5	complete	complete	ADJ
fis-3269	116	6	failure	failure	NOUN
fis-3269	116	7	of	of	ADP
fis-3269	116	8	the	the	DET
fis-3269	116	9	beam	beam	NOUN
fis-3269	116	10	registered	register	VERB
fis-3269	116	11	the	the	DET
fis-3269	116	12	loading	loading	NOUN
fis-3269	116	13	having	have	VERB
fis-3269	116	14	266	266	NUM
fis-3269	116	15	kn	kn	NOUN
fis-3269	116	16	compared	compare	VERB
fis-3269	116	17	with	with	ADP
fis-3269	116	18	the	the	DET
fis-3269	116	19	test	test	NOUN
fis-3269	116	20	loading	loading	NOUN
fis-3269	116	21	having	have	VERB
fis-3269	116	22	267	267	NUM
fis-3269	116	23	kn	kn	PROPN
fis-3269	116	24	.	.	PROPN
fis-3269	116	25	figure	figure	VERB
fis-3269	116	26	6	6	NUM
fis-3269	116	27	:	:	PUNCT
fis-3269	116	28	elevations	elevation	NOUN
fis-3269	116	29	and	and	CCONJ
fis-3269	116	30	cross	cros	NOUN
fis-3269	116	31	-	-	NOUN
fis-3269	116	32	sections	section	NOUN
fis-3269	116	33	of	of	ADP
fis-3269	116	34	c3	c3	PROPN
fis-3269	116	35	beam	beam	NOUN
fis-3269	116	36	.	.	PUNCT
fis-3269	117	1	concrete	concrete	ADJ
fis-3269	117	2	      	      	SPACE
fis-3269	117	3	avarage	avarage	PROPN
fis-3269	117	4	compressive	compressive	PROPN
fis-3269	117	5	strength	strength	NOUN
fis-3269	117	6	fcm	fcm	VERB
fis-3269	117	7	43.5	43.5	NUM
fis-3269	117	8	n	n	CCONJ
fis-3269	117	9	/	/	SYM
fis-3269	117	10	mm2	mm2	NOUN
fis-3269	117	11	modulus	modulus	NOUN
fis-3269	117	12	of	of	ADP
fis-3269	117	13	elasticity	elasticity	NOUN
fis-3269	117	14	eci	eci	PROPN
fis-3269	117	15	34300	34300	NUM
fis-3269	117	16	n	n	CCONJ
fis-3269	117	17	/	/	SYM
fis-3269	117	18	mm2	mm2	NOUN
fis-3269	117	19	tensile	tensile	NOUN
fis-3269	117	20	strength	strength	NOUN
fis-3269	117	21	ftm	ftm	NOUN
fis-3269	117	22	3.13	3.13	NUM
fis-3269	117	23	n	n	CCONJ
fis-3269	117	24	/	/	SYM
fis-3269	117	25	mm2	mm2	NOUN
fis-3269	117	26	rebar	rebar	NOUN
fis-3269	117	27	-	-	PUNCT
fis-3269	117	28	m10	m10	NOUN
fis-3269	117	29	diameter	diameter	NOUN
fis-3269	117	30			NOUN
fis-3269	117	31	11.3	11.3	NUM
fis-3269	117	32	mm	mm	NOUN
fis-3269	117	33	modulus	modulus	NOUN
fis-3269	117	34	of	of	ADP
fis-3269	117	35	elasticity	elasticity	NOUN
fis-3269	117	36	e	e	NOUN
fis-3269	117	37	200000	200000	NUM
fis-3269	117	38	n	n	CCONJ
fis-3269	117	39	/	/	SYM
fis-3269	117	40	mm2	mm2	NOUN
fis-3269	117	41	yield	yield	NOUN
fis-3269	117	42	strength	strength	NOUN
fis-3269	117	43	fy	fy	PROPN
fis-3269	117	44	315	315	NUM
fis-3269	117	45	n	n	CCONJ
fis-3269	117	46	/	/	SYM
fis-3269	117	47	mm2	mm2	NOUN
fis-3269	117	48	ultimate	ultimate	ADJ
fis-3269	117	49	tensile	tensile	NOUN
fis-3269	117	50	strength	strength	NOUN
fis-3269	117	51	fu	fu	NOUN
fis-3269	117	52	460	460	NUM
fis-3269	117	53	n	n	CCONJ
fis-3269	117	54	/	/	SYM
fis-3269	117	55	mm2	mm2	NOUN
fis-3269	117	56	rebarm25	rebarm25	VERB
fis-3269	117	57	diameter	diameter	NOUN
fis-3269	117	58			NOUN
fis-3269	117	59	25.2	25.2	NUM
fis-3269	117	60	mm	mm	NOUN
fis-3269	117	61	modulus	modulus	NOUN
fis-3269	117	62	of	of	ADP
fis-3269	117	63	elasticity	elasticity	NOUN
fis-3269	117	64	e	e	NOUN
fis-3269	117	65	200000	200000	NUM
fis-3269	117	66	n	n	CCONJ
fis-3269	117	67	/	/	SYM
fis-3269	117	68	mm2	mm2	NOUN
fis-3269	117	69	yield	yield	NOUN
fis-3269	117	70	strength	strength	NOUN
fis-3269	117	71	fy	fy	PROPN
fis-3269	117	72	445	445	NUM
fis-3269	117	73	n	n	CCONJ
fis-3269	117	74	/	/	SYM
fis-3269	117	75	mm2	mm2	NOUN
fis-3269	117	76	ultimate	ultimate	ADJ
fis-3269	117	77	tensile	tensile	NOUN
fis-3269	117	78	strength	strength	NOUN
fis-3269	117	79	fu	fu	NOUN
fis-3269	117	80	680	680	NUM
fis-3269	117	81	n	n	CCONJ
fis-3269	117	82	/	/	SYM
fis-3269	117	83	mm2	mm2	NOUN
fis-3269	117	84	rebarm30	rebarm30	NOUN
fis-3269	117	85	diameter	diameter	NOUN
fis-3269	117	86			NOUN
fis-3269	117	87	29.9	29.9	NUM
fis-3269	117	88	mm	mm	NOUN
fis-3269	117	89	modulus	modulus	NOUN
fis-3269	117	90	of	of	ADP
fis-3269	117	91	elasticity	elasticity	NOUN
fis-3269	117	92	e	e	NOUN
fis-3269	117	93	200000	200000	NUM
fis-3269	117	94	n	n	CCONJ
fis-3269	117	95	/	/	SYM
fis-3269	117	96	mm2	mm2	NOUN
fis-3269	117	97	yield	yield	NOUN
fis-3269	117	98	strength	strength	NOUN
fis-3269	117	99	fy	fy	PROPN
fis-3269	117	100	436	436	NUM
fis-3269	117	101	n	n	CCONJ
fis-3269	117	102	/	/	SYM
fis-3269	117	103	mm2	mm2	NOUN
fis-3269	117	104	ultimate	ultimate	ADJ
fis-3269	117	105	tensile	tensile	NOUN
fis-3269	117	106	strength	strength	NOUN
fis-3269	117	107	fu	fu	NOUN
fis-3269	117	108	700	700	NUM
fis-3269	117	109	n	n	CCONJ
fis-3269	117	110	/	/	SYM
fis-3269	117	111	mm2	mm2	NOUN
fis-3269	117	112	rebard4	rebard4	PROPN
fis-3269	117	113	diameter	diameter	NOUN
fis-3269	117	114			NOUN
fis-3269	117	115	3.7	3.7	NUM
fis-3269	117	116	mm	mm	NOUN
fis-3269	117	117	modulus	modulus	NOUN
fis-3269	117	118	of	of	ADP
fis-3269	117	119	elasticity	elasticity	NOUN
fis-3269	117	120	e	e	NOUN
fis-3269	117	121	200000	200000	NUM
fis-3269	117	122	n	n	CCONJ
fis-3269	117	123	/	/	SYM
fis-3269	117	124	mm2	mm2	NOUN
fis-3269	117	125	yield	yield	NOUN
fis-3269	117	126	strength	strength	NOUN
fis-3269	117	127	fy	fy	PROPN
fis-3269	117	128	600	600	NUM
fis-3269	117	129	n	n	CCONJ
fis-3269	117	130	/	/	SYM
fis-3269	117	131	mm2	mm2	NOUN
fis-3269	117	132	ultimate	ultimate	ADJ
fis-3269	117	133	tensile	tensile	NOUN
fis-3269	117	134	strength	strength	NOUN
fis-3269	117	135	fu	fu	NOUN
fis-3269	117	136	651	651	NUM
fis-3269	117	137	n	n	CCONJ
fis-3269	117	138	/	/	SYM
fis-3269	117	139	mm2	mm2	NOUN
fis-3269	117	140	table	table	NOUN
fis-3269	117	141	2	2	NUM
fis-3269	117	142	:	:	PUNCT
fis-3269	117	143	material	material	NOUN
fis-3269	117	144	characteristics	characteristic	NOUN
fis-3269	117	145	of	of	ADP
fis-3269	117	146	the	the	DET
fis-3269	117	147	c3	c3	PROPN
fis-3269	117	148	beam	beam	NOUN
fis-3269	117	149	.	.	PUNCT
fis-3269	118	1	t.	t.	PROPN
fis-3269	118	2	cuong	cuong	PROPN
fis-3269	118	3	-	-	PUNCT
fis-3269	118	4	le	le	X
fis-3269	118	5	et	et	PROPN
fis-3269	118	6	alii	alii	PROPN
fis-3269	118	7	,	,	PUNCT
fis-3269	118	8	frattura	frattura	PROPN
fis-3269	118	9	ed	ed	PROPN
fis-3269	118	10	integrità	integrità	PROPN
fis-3269	118	11	strutturale	strutturale	PROPN
fis-3269	118	12	,	,	PUNCT
fis-3269	118	13	59	59	NUM
fis-3269	118	14	(	(	PUNCT
fis-3269	118	15	2022	2022	NUM
fis-3269	118	16	)	)	PUNCT
fis-3269	118	17	232	232	NUM
fis-3269	118	18	-	-	SYM
fis-3269	118	19	242	242	NUM
fis-3269	118	20	;	;	PUNCT
fis-3269	118	21	doi	doi	NOUN
fis-3269	118	22	:	:	PUNCT
fis-3269	118	23	10.3221	10.3221	NUM
fis-3269	118	24	/	/	SYM
fis-3269	118	25	igf	igf	PROPN
fis-3269	118	26	-	-	PROPN
fis-3269	118	27	esis.59.17	esis.59.17	PROPN
fis-3269	118	28	238	238	NUM
fis-3269	118	29	figure	figure	NOUN
fis-3269	118	30	7	7	NUM
fis-3269	118	31	:	:	PUNCT
fis-3269	118	32	simulation	simulation	NOUN
fis-3269	118	33	c3	c3	PROPN
fis-3269	118	34	beam	beam	NOUN
fis-3269	118	35	using	use	VERB
fis-3269	118	36	abaqus	abaqus	PROPN
fis-3269	118	37	.	.	PUNCT
fis-3269	119	1	figure	figure	NOUN
fis-3269	119	2	8	8	NUM
fis-3269	119	3	:	:	PUNCT
fis-3269	119	4	comparison	comparison	NOUN
fis-3269	119	5	of	of	ADP
fis-3269	119	6	the	the	DET
fis-3269	119	7	displacement	displacement	NOUN
fis-3269	119	8	between	between	ADP
fis-3269	119	9	simulation	simulation	NOUN
fis-3269	119	10	and	and	CCONJ
fis-3269	119	11	experiment	experiment	NOUN
fis-3269	119	12	.	.	PUNCT
fis-3269	120	1	figure	figure	VERB
fis-3269	120	2	9	9	NUM
fis-3269	120	3	:	:	PUNCT
fis-3269	120	4	cracking	crack	VERB
fis-3269	120	5	pattern	pattern	NOUN
fis-3269	120	6	in	in	ADP
fis-3269	120	7	simulation	simulation	NOUN
fis-3269	120	8	.	.	PUNCT
fis-3269	121	1	figure	figure	NOUN
fis-3269	121	2	10	10	NUM
fis-3269	121	3	:	:	PUNCT
fis-3269	121	4	damaged	damage	VERB
fis-3269	121	5	c3	c3	PROPN
fis-3269	121	6	beam	beam	NOUN
fis-3269	121	7	in	in	ADP
fis-3269	121	8	an	an	DET
fis-3269	121	9	experiment	experiment	NOUN
fis-3269	121	10	.	.	PUNCT
fis-3269	122	1	figure	figure	NOUN
fis-3269	122	2	11	11	NUM
fis-3269	122	3	:	:	PUNCT
fis-3269	122	4	crushing	crush	VERB
fis-3269	122	5	pattern	pattern	NOUN
fis-3269	122	6	in	in	ADP
fis-3269	122	7	simulation	simulation	NOUN
fis-3269	122	8	.	.	PUNCT
fis-3269	123	1	the	the	DET
fis-3269	123	2	patterns	pattern	NOUN
fis-3269	123	3	of	of	ADP
fis-3269	123	4	cracking	crack	VERB
fis-3269	123	5	and	and	CCONJ
fis-3269	123	6	crushing	crush	VERB
fis-3269	123	7	in	in	ADP
fis-3269	123	8	the	the	DET
fis-3269	123	9	simulation	simulation	NOUN
fis-3269	123	10	are	be	AUX
fis-3269	123	11	given	give	VERB
fis-3269	123	12	in	in	ADP
fis-3269	123	13	fig	fig	NOUN
fis-3269	123	14	.	.	PUNCT
fis-3269	124	1	9	9	NUM
fis-3269	124	2	and	and	CCONJ
fis-3269	124	3	fig	fig	NOUN
fis-3269	124	4	.	.	PUNCT
fis-3269	125	1	11	11	NUM
fis-3269	125	2	.	.	PUNCT
fis-3269	126	1	in	in	ADP
fis-3269	126	2	comparison	comparison	NOUN
fis-3269	126	3	with	with	ADP
fis-3269	126	4	the	the	DET
fis-3269	126	5	complete	complete	ADJ
fis-3269	126	6	failure	failure	NOUN
fis-3269	126	7	of	of	ADP
fis-3269	126	8	the	the	DET
fis-3269	126	9	beam	beam	NOUN
fis-3269	126	10	in	in	ADP
fis-3269	126	11	fig	fig	NOUN
fis-3269	126	12	.	.	PUNCT
fis-3269	127	1	10	10	NUM
fis-3269	127	2	.	.	PUNCT
fis-3269	127	3	based	base	VERB
fis-3269	127	4	on	on	ADP
fis-3269	127	5	the	the	DET
fis-3269	127	6	results	result	NOUN
fis-3269	127	7	,	,	PUNCT
fis-3269	127	8	we	we	PRON
fis-3269	127	9	can	can	AUX
fis-3269	127	10	recognize	recognize	VERB
fis-3269	127	11	that	that	SCONJ
fis-3269	127	12	the	the	DET
fis-3269	127	13	cracking	cracking	NOUN
fis-3269	127	14	/	/	SYM
fis-3269	127	15	crushing	crush	VERB
fis-3269	127	16	pattern	pattern	NOUN
fis-3269	127	17	using	use	VERB
fis-3269	127	18	simulation	simulation	NOUN
fis-3269	127	19	is	be	AUX
fis-3269	127	20	consistent	consistent	ADJ
fis-3269	127	21	with	with	ADP
fis-3269	127	22	the	the	DET
fis-3269	127	23	experimental	experimental	ADJ
fis-3269	127	24	results	result	NOUN
fis-3269	127	25	.	.	PUNCT
fis-3269	128	1	the	the	DET
fis-3269	128	2	damaged	damage	VERB
fis-3269	128	3	model	model	NOUN
fis-3269	128	4	used	use	VERB
fis-3269	128	5	in	in	ADP
fis-3269	128	6	this	this	DET
fis-3269	128	7	paper	paper	NOUN
fis-3269	128	8	can	can	AUX
fis-3269	128	9	show	show	VERB
fis-3269	128	10	cracked	crack	VERB
fis-3269	128	11	/	/	SYM
fis-3269	128	12	crushed	crushed	ADJ
fis-3269	128	13	elements	element	NOUN
fis-3269	128	14	that	that	PRON
fis-3269	128	15	having	have	VERB
fis-3269	128	16	the	the	DET
fis-3269	128	17	damaged	damage	VERB
fis-3269	128	18	parameters	parameter	NOUN
fis-3269	128	19	/t	/t	PUNCT
fis-3269	129	1	cd	cd	PROPN
fis-3269	129	2	d	d	NOUN
fis-3269	129	3	in	in	ADP
fis-3269	129	4	range	range	NOUN
fis-3269	129	5	value	value	NOUN
fis-3269	129	6			ADJ
fis-3269	129	7	0	0	NOUN
fis-3269	129	8	,	,	PUNCT
fis-3269	129	9	1	1	NUM
fis-3269	129	10	.	.	PUNCT
fis-3269	130	1	t.	t.	PROPN
fis-3269	130	2	cuong	cuong	PROPN
fis-3269	130	3	-	-	PUNCT
fis-3269	130	4	le	le	X
fis-3269	130	5	et	et	PROPN
fis-3269	130	6	alii	alii	PROPN
fis-3269	130	7	,	,	PUNCT
fis-3269	130	8	frattura	frattura	PROPN
fis-3269	130	9	ed	ed	PROPN
fis-3269	130	10	integrità	integrità	PROPN
fis-3269	130	11	strutturale	strutturale	PROPN
fis-3269	130	12	,	,	PUNCT
fis-3269	130	13	59	59	NUM
fis-3269	130	14	(	(	PUNCT
fis-3269	130	15	2022	2022	NUM
fis-3269	130	16	)	)	PUNCT
fis-3269	130	17	232	232	NUM
fis-3269	130	18	-	-	SYM
fis-3269	130	19	242	242	NUM
fis-3269	130	20	;	;	PUNCT
fis-3269	130	21	doi	doi	NOUN
fis-3269	130	22	:	:	PUNCT
fis-3269	130	23	10.3221	10.3221	NUM
fis-3269	130	24	/	/	SYM
fis-3269	130	25	igf	igf	PROPN
fis-3269	130	26	-	-	PROPN
fis-3269	130	27	esis.59.17	esis.59.17	PROPN
fis-3269	130	28	239	239	NUM
fis-3269	130	29	application	application	NOUN
fis-3269	130	30	for	for	ADP
fis-3269	130	31	simulation	simulation	NOUN
fis-3269	130	32	of	of	ADP
fis-3269	130	33	a	a	DET
fis-3269	130	34	reinforce	reinforce	NOUN
fis-3269	130	35	concrete	concrete	ADJ
fis-3269	130	36	slab	slab	NOUN
fis-3269	130	37	his	his	PRON
fis-3269	130	38	example	example	NOUN
fis-3269	130	39	presents	present	VERB
fis-3269	130	40	finite	finite	PROPN
fis-3269	130	41	element	element	NOUN
fis-3269	130	42	simulations	simulation	NOUN
fis-3269	130	43	of	of	ADP
fis-3269	130	44	punching	punch	VERB
fis-3269	130	45	shear	shear	NOUN
fis-3269	130	46	in	in	ADP
fis-3269	130	47	a	a	DET
fis-3269	130	48	concrete	concrete	ADJ
fis-3269	130	49	slab	slab	NOUN
fis-3269	130	50	implemented	implement	VERB
fis-3269	130	51	by	by	ADP
fis-3269	130	52	adetifa	adetifa	NOUN
fis-3269	130	53	and	and	CCONJ
fis-3269	130	54	polak	polak	NOUN
fis-3269	131	1	[	[	X
fis-3269	131	2	9	9	NUM
fis-3269	131	3	]	]	PUNCT
fis-3269	131	4	.	.	PUNCT
fis-3269	132	1	this	this	DET
fis-3269	132	2	example	example	NOUN
fis-3269	132	3	is	be	AUX
fis-3269	132	4	employed	employ	VERB
fis-3269	132	5	to	to	PART
fis-3269	132	6	evaluate	evaluate	VERB
fis-3269	132	7	the	the	DET
fis-3269	132	8	reliability	reliability	NOUN
fis-3269	132	9	of	of	ADP
fis-3269	132	10	the	the	DET
fis-3269	132	11	proposed	propose	VERB
fis-3269	132	12	damaged	damage	VERB
fis-3269	132	13	model	model	NOUN
fis-3269	132	14	for	for	ADP
fis-3269	132	15	predecting	predecte	VERB
fis-3269	132	16	the	the	DET
fis-3269	132	17	behavior	behavior	NOUN
fis-3269	132	18	of	of	ADP
fis-3269	132	19	a	a	DET
fis-3269	132	20	complex	complex	ADJ
fis-3269	132	21	structure	structure	NOUN
fis-3269	132	22	concrete	concrete	NOUN
fis-3269	132	23	.	.	PUNCT
fis-3269	133	1	the	the	DET
fis-3269	133	2	geometry	geometry	NOUN
fis-3269	133	3	and	and	CCONJ
fis-3269	133	4	details	detail	NOUN
fis-3269	133	5	of	of	ADP
fis-3269	133	6	the	the	DET
fis-3269	133	7	specimen	speciman	NOUN
fis-3269	133	8	concrete	concrete	ADJ
fis-3269	133	9	slab	slab	NOUN
fis-3269	133	10	had	have	VERB
fis-3269	133	11	the	the	DET
fis-3269	133	12	dimensions	dimension	NOUN
fis-3269	133	13	1800	1800	NUM
fis-3269	133	14	×	×	NOUN
fis-3269	133	15	1800	1800	NUM
fis-3269	133	16	×	×	NOUN
fis-3269	133	17	120	120	NUM
fis-3269	133	18	mm	mm	NOUN
fis-3269	133	19	.	.	PUNCT
fis-3269	134	1	for	for	ADP
fis-3269	134	2	bending	bend	VERB
fis-3269	134	3	reinforcement	reinforcement	NOUN
fis-3269	134	4	,	,	PUNCT
fis-3269	134	5	10	10	NUM
fis-3269	134	6	m	m	NOUN
fis-3269	134	7	bar	bar	NOUN
fis-3269	134	8	were	be	AUX
fis-3269	134	9	used	use	VERB
fis-3269	134	10	to	to	PART
fis-3269	134	11	embed	embed	VERB
fis-3269	134	12	in	in	ADP
fis-3269	134	13	the	the	DET
fis-3269	134	14	slab	slab	NOUN
fis-3269	134	15	.	.	PUNCT
fis-3269	135	1	the	the	DET
fis-3269	135	2	arrangement	arrangement	NOUN
fis-3269	135	3	of	of	ADP
fis-3269	135	4	bars	bar	NOUN
fis-3269	135	5	in	in	ADP
fis-3269	135	6	top	top	ADJ
fis-3269	135	7	layer	layer	NOUN
fis-3269	135	8	and	and	CCONJ
fis-3269	135	9	bottom	bottom	ADJ
fis-3269	135	10	layer	layer	NOUN
fis-3269	135	11	is	be	AUX
fis-3269	135	12	illustrated	illustrate	VERB
fis-3269	135	13	in	in	ADP
fis-3269	135	14	fig	fig	NOUN
fis-3269	135	15	.	.	PUNCT
fis-3269	136	1	12	12	NUM
fis-3269	136	2	.	.	PUNCT
fis-3269	137	1	the	the	DET
fis-3269	137	2	section	section	NOUN
fis-3269	137	3	a	a	NOUN
fis-3269	137	4	-	-	PUNCT
fis-3269	137	5	a	a	NOUN
fis-3269	137	6	is	be	AUX
fis-3269	137	7	shown	show	VERB
fis-3269	137	8	in	in	ADP
fis-3269	137	9	fig	fig	NOUN
fis-3269	137	10	.	.	PUNCT
fis-3269	138	1	13	13	NUM
fis-3269	139	1	and	and	CCONJ
fis-3269	139	2	the	the	DET
fis-3269	139	3	material	material	NOUN
fis-3269	139	4	characteristics	characteristic	NOUN
fis-3269	139	5	are	be	AUX
fis-3269	139	6	given	give	VERB
fis-3269	139	7	in	in	ADP
fis-3269	139	8	tab	tab	NOUN
fis-3269	139	9	.	.	PUNCT
fis-3269	140	1	3	3	X
fis-3269	140	2	.	.	X
fis-3269	140	3	figure	figure	NOUN
fis-3269	140	4	12	12	NUM
fis-3269	140	5	:	:	PUNCT
fis-3269	140	6	the	the	DET
fis-3269	140	7	arrangement	arrangement	NOUN
fis-3269	140	8	of	of	ADP
fis-3269	140	9	bars	bar	NOUN
fis-3269	140	10	:	:	PUNCT
fis-3269	140	11	(	(	PUNCT
fis-3269	140	12	a	a	X
fis-3269	140	13	)	)	PUNCT
fis-3269	140	14	in	in	ADP
fis-3269	140	15	the	the	DET
fis-3269	140	16	top	top	ADJ
fis-3269	140	17	layer	layer	NOUN
fis-3269	140	18	,	,	PUNCT
fis-3269	140	19	(	(	PUNCT
fis-3269	140	20	b	b	X
fis-3269	140	21	)	)	PUNCT
fis-3269	140	22	in	in	ADP
fis-3269	140	23	the	the	DET
fis-3269	140	24	bottom	bottom	ADJ
fis-3269	140	25	layer	layer	NOUN
fis-3269	140	26	.	.	PUNCT
fis-3269	141	1	figure	figure	VERB
fis-3269	141	2	13	13	NUM
fis-3269	141	3	:	:	PUNCT
fis-3269	141	4	the	the	DET
fis-3269	141	5	section	section	NOUN
fis-3269	141	6	a	a	NOUN
fis-3269	141	7	-	-	PUNCT
fis-3269	141	8	a	a	NOUN
fis-3269	141	9	of	of	ADP
fis-3269	141	10	specimen	speciman	NOUN
fis-3269	141	11	.	.	PUNCT
fis-3269	142	1	concrete	concrete	ADJ
fis-3269	142	2	avarage	avarage	NOUN
fis-3269	142	3	compressive	compressive	PROPN
fis-3269	142	4	strength	strength	NOUN
fis-3269	142	5	fcm	fcm	VERB
fis-3269	142	6	44	44	NUM
fis-3269	142	7	n	n	CCONJ
fis-3269	142	8	/	/	SYM
fis-3269	142	9	mm2	mm2	NOUN
fis-3269	142	10	modulus	modulus	NOUN
fis-3269	142	11	of	of	ADP
fis-3269	142	12	elasticity	elasticity	NOUN
fis-3269	142	13	eci	eci	PROPN
fis-3269	142	14	36483	36483	NUM
fis-3269	142	15	n	n	CCONJ
fis-3269	142	16	/	/	SYM
fis-3269	142	17	mm2	mm2	NOUN
fis-3269	142	18	rebar	rebar	NOUN
fis-3269	142	19	-	-	PUNCT
fis-3269	142	20	d10	d10	PROPN
fis-3269	142	21	diameter	diameter	NOUN
fis-3269	142	22			NOUN
fis-3269	142	23	10	10	NUM
fis-3269	142	24	mm	mm	NOUN
fis-3269	142	25	modulus	modulus	NOUN
fis-3269	142	26	of	of	ADP
fis-3269	142	27	elasticity	elasticity	NOUN
fis-3269	142	28	e	e	NOUN
fis-3269	142	29	200000	200000	NUM
fis-3269	142	30	n	n	CCONJ
fis-3269	142	31	/	/	SYM
fis-3269	142	32	mm2	mm2	NOUN
fis-3269	142	33	yield	yield	NOUN
fis-3269	142	34	strength	strength	NOUN
fis-3269	142	35	fy	fy	PROPN
fis-3269	142	36	455	455	NUM
fis-3269	142	37	n	n	CCONJ
fis-3269	142	38	/	/	SYM
fis-3269	142	39	mm2	mm2	NOUN
fis-3269	142	40	ultimate	ultimate	ADJ
fis-3269	142	41	tensile	tensile	NOUN
fis-3269	142	42	strength	strength	NOUN
fis-3269	142	43	fu	fu	NOUN
fis-3269	142	44	620	620	NUM
fis-3269	142	45	n	n	CCONJ
fis-3269	142	46	/	/	SYM
fis-3269	142	47	mm2	mm2	NOUN
fis-3269	142	48	table	table	NOUN
fis-3269	142	49	3	3	NUM
fis-3269	142	50	:	:	PUNCT
fis-3269	142	51	material	material	NOUN
fis-3269	142	52	characteristics	characteristic	NOUN
fis-3269	142	53	of	of	ADP
fis-3269	142	54	the	the	DET
fis-3269	142	55	concrete	concrete	ADJ
fis-3269	142	56	slab	slab	NOUN
fis-3269	142	57	.	.	PUNCT
fis-3269	143	1	t	t	NOUN
fis-3269	143	2	(	(	PUNCT
fis-3269	143	3	a	a	NOUN
fis-3269	143	4	)	)	PUNCT
fis-3269	143	5	(	(	PUNCT
fis-3269	143	6	b	b	NOUN
fis-3269	143	7	)	)	PUNCT
fis-3269	143	8	t.	t.	PROPN
fis-3269	143	9	cuong	cuong	PROPN
fis-3269	143	10	-	-	PUNCT
fis-3269	143	11	le	le	X
fis-3269	143	12	et	et	PROPN
fis-3269	143	13	alii	alii	PROPN
fis-3269	143	14	,	,	PUNCT
fis-3269	143	15	frattura	frattura	PROPN
fis-3269	143	16	ed	ed	PROPN
fis-3269	143	17	integrità	integrità	PROPN
fis-3269	143	18	strutturale	strutturale	PROPN
fis-3269	143	19	,	,	PUNCT
fis-3269	143	20	59	59	NUM
fis-3269	143	21	(	(	PUNCT
fis-3269	143	22	2022	2022	NUM
fis-3269	143	23	)	)	PUNCT
fis-3269	143	24	232	232	NUM
fis-3269	143	25	-	-	SYM
fis-3269	143	26	242	242	NUM
fis-3269	143	27	;	;	PUNCT
fis-3269	143	28	doi	doi	NOUN
fis-3269	143	29	:	:	PUNCT
fis-3269	143	30	10.3221	10.3221	NUM
fis-3269	143	31	/	/	SYM
fis-3269	143	32	igf	igf	PROPN
fis-3269	143	33	-	-	PROPN
fis-3269	143	34	esis.59.17	esis.59.17	PROPN
fis-3269	143	35	240	240	NUM
fis-3269	143	36	the	the	DET
fis-3269	143	37	process	process	NOUN
fis-3269	143	38	of	of	ADP
fis-3269	143	39	numerical	numerical	ADJ
fis-3269	143	40	simulation	simulation	NOUN
fis-3269	143	41	using	use	VERB
fis-3269	143	42	abaqus	abaqus	NOUN
fis-3269	143	43	is	be	AUX
fis-3269	143	44	carried	carry	VERB
fis-3269	143	45	out	out	ADP
fis-3269	143	46	similar	similar	ADJ
fis-3269	143	47	to	to	ADP
fis-3269	143	48	the	the	DET
fis-3269	143	49	previous	previous	ADJ
fis-3269	143	50	example	example	NOUN
fis-3269	143	51	.	.	PUNCT
fis-3269	144	1	this	this	DET
fis-3269	144	2	process	process	NOUN
fis-3269	144	3	includes	include	VERB
fis-3269	144	4	defining	define	VERB
fis-3269	144	5	geometrical	geometrical	ADJ
fis-3269	144	6	dimensions	dimension	NOUN
fis-3269	144	7	,	,	PUNCT
fis-3269	144	8	defining	define	VERB
fis-3269	144	9	the	the	DET
fis-3269	144	10	nonlinear	nonlinear	ADJ
fis-3269	144	11	behavior	behavior	NOUN
fis-3269	144	12	of	of	ADP
fis-3269	144	13	steel	steel	NOUN
fis-3269	144	14	and	and	CCONJ
fis-3269	144	15	concrete	concrete	ADJ
fis-3269	144	16	materials	material	NOUN
fis-3269	144	17	,	,	PUNCT
fis-3269	144	18	establishing	establish	VERB
fis-3269	144	19	the	the	DET
fis-3269	144	20	boundary	boundary	ADJ
fis-3269	144	21	conditions	condition	NOUN
fis-3269	144	22	,	,	PUNCT
fis-3269	144	23	and	and	CCONJ
fis-3269	144	24	setting	set	VERB
fis-3269	144	25	the	the	DET
fis-3269	144	26	loading	loading	NOUN
fis-3269	144	27	process	process	NOUN
fis-3269	144	28	until	until	SCONJ
fis-3269	144	29	the	the	DET
fis-3269	144	30	structure	structure	NOUN
fis-3269	144	31	is	be	AUX
fis-3269	144	32	completely	completely	ADV
fis-3269	144	33	damaged	damage	VERB
fis-3269	144	34	.	.	PUNCT
fis-3269	145	1	the	the	DET
fis-3269	145	2	geometrical	geometrical	ADJ
fis-3269	145	3	dimensions	dimension	NOUN
fis-3269	145	4	in	in	ADP
fis-3269	145	5	the	the	DET
fis-3269	145	6	simulation	simulation	NOUN
fis-3269	145	7	are	be	AUX
fis-3269	145	8	given	give	VERB
fis-3269	145	9	in	in	ADP
fis-3269	145	10	fig	fig	NOUN
fis-3269	145	11	.	.	PUNCT
fis-3269	146	1	14	14	NUM
fis-3269	146	2	.	.	PUNCT
fis-3269	147	1	figure	figure	NOUN
fis-3269	147	2	14	14	NUM
fis-3269	147	3	:	:	PUNCT
fis-3269	147	4	simulation	simulation	NOUN
fis-3269	147	5	reinforce	reinforce	VERB
fis-3269	147	6	concrete	concrete	ADJ
fis-3269	147	7	slab	slab	NOUN
fis-3269	147	8	using	use	VERB
fis-3269	147	9	abaqus	abaqus	NOUN
fis-3269	147	10	.	.	PUNCT
fis-3269	148	1	the	the	DET
fis-3269	148	2	simulation	simulation	NOUN
fis-3269	148	3	result	result	NOUN
fis-3269	148	4	show	show	VERB
fis-3269	148	5	that	that	SCONJ
fis-3269	148	6	the	the	DET
fis-3269	148	7	maximum	maximum	ADJ
fis-3269	148	8	punching	punching	NOUN
fis-3269	148	9	shear	shear	NOUN
fis-3269	148	10	force	force	NOUN
fis-3269	148	11	value	value	NOUN
fis-3269	148	12	is	be	AUX
fis-3269	148	13	243	243	NUM
fis-3269	148	14	kn	kn	NOUN
fis-3269	148	15	compared	compare	VERB
fis-3269	148	16	to	to	ADP
fis-3269	148	17	the	the	PRON
fis-3269	148	18	of	of	ADP
fis-3269	148	19	241	241	NUM
fis-3269	148	20	kn	kn	PROPN
fis-3269	148	21	obtained	obtain	VERB
fis-3269	148	22	from	from	ADP
fis-3269	148	23	experimental	experimental	ADJ
fis-3269	148	24	result	result	NOUN
fis-3269	148	25	.	.	PUNCT
fis-3269	149	1	the	the	DET
fis-3269	149	2	difference	difference	NOUN
fis-3269	149	3	between	between	ADP
fis-3269	149	4	numerical	numerical	PROPN
fis-3269	149	5	simulation	simulation	PROPN
fis-3269	149	6	results	result	NOUN
fis-3269	149	7	and	and	CCONJ
fis-3269	149	8	experimental	experimental	ADJ
fis-3269	149	9	results	result	NOUN
fis-3269	149	10	is	be	AUX
fis-3269	149	11	only	only	ADV
fis-3269	149	12	0.82	0.82	NUM
fis-3269	149	13	%	%	NOUN
fis-3269	149	14	.	.	PUNCT
fis-3269	150	1	the	the	DET
fis-3269	150	2	relationship	relationship	NOUN
fis-3269	150	3	between	between	ADP
fis-3269	150	4	punching	punch	VERB
fis-3269	150	5	shear	shear	NOUN
fis-3269	150	6	force	force	NOUN
fis-3269	150	7	–	–	PUNCT
fis-3269	150	8	displacement	displacement	NOUN
fis-3269	150	9	at	at	ADP
fis-3269	150	10	the	the	DET
fis-3269	150	11	middle	middle	NOUN
fis-3269	150	12	of	of	ADP
fis-3269	150	13	slab	slab	NOUN
fis-3269	150	14	using	use	VERB
fis-3269	150	15	simulation	simulation	NOUN
fis-3269	150	16	is	be	AUX
fis-3269	150	17	also	also	ADV
fis-3269	150	18	very	very	ADV
fis-3269	150	19	good	good	ADJ
fis-3269	150	20	agreement	agreement	NOUN
fis-3269	150	21	compared	compare	VERB
fis-3269	150	22	to	to	ADP
fis-3269	150	23	experimental	experimental	ADJ
fis-3269	150	24	results	result	NOUN
fis-3269	150	25	as	as	SCONJ
fis-3269	150	26	shown	show	VERB
fis-3269	150	27	in	in	ADP
fis-3269	150	28	fig	fig	NOUN
fis-3269	150	29	.	.	PUNCT
fis-3269	151	1	15	15	NUM
fis-3269	151	2	.	.	X
fis-3269	151	3	figure	figure	NOUN
fis-3269	151	4	15	15	NUM
fis-3269	151	5	:	:	PUNCT
fis-3269	151	6	comparison	comparison	NOUN
fis-3269	151	7	of	of	ADP
fis-3269	151	8	displacement	displacement	NOUN
fis-3269	151	9	between	between	ADP
fis-3269	151	10	simulation	simulation	NOUN
fis-3269	151	11	and	and	CCONJ
fis-3269	151	12	experiment	experiment	NOUN
fis-3269	151	13	.	.	PUNCT
fis-3269	152	1	the	the	DET
fis-3269	152	2	damaged	damage	VERB
fis-3269	152	3	model	model	NOUN
fis-3269	152	4	of	of	ADP
fis-3269	152	5	concrete	concrete	ADJ
fis-3269	152	6	materials	material	NOUN
fis-3269	152	7	using	use	VERB
fis-3269	152	8	in	in	ADP
fis-3269	152	9	this	this	DET
fis-3269	152	10	paper	paper	NOUN
fis-3269	152	11	also	also	ADV
fis-3269	152	12	allows	allow	VERB
fis-3269	152	13	to	to	PART
fis-3269	152	14	predict	predict	VERB
fis-3269	152	15	the	the	DET
fis-3269	152	16	crack	crack	NOUN
fis-3269	152	17	pattern	pattern	NOUN
fis-3269	152	18	,	,	PUNCT
fis-3269	152	19	which	which	PRON
fis-3269	152	20	is	be	AUX
fis-3269	152	21	defined	define	VERB
fis-3269	152	22	by	by	ADP
fis-3269	152	23	the	the	DET
fis-3269	152	24	elements	element	NOUN
fis-3269	152	25	having	have	VERB
fis-3269	152	26	plastic	plastic	ADJ
fis-3269	152	27	deformation	deformation	NOUN
fis-3269	152	28	,	,	PUNCT
fis-3269	152	29	the	the	DET
fis-3269	152	30	crack	crack	NOUN
fis-3269	152	31	shapes	shape	NOUN
fis-3269	152	32	in	in	ADP
fis-3269	152	33	fig	fig	NOUN
fis-3269	152	34	.	.	PUNCT
fis-3269	153	1	16	16	NUM
fis-3269	153	2	and	and	CCONJ
fis-3269	153	3	in	in	ADP
fis-3269	153	4	fig	fig	NOUN
fis-3269	153	5	.	.	PUNCT
fis-3269	154	1	17	17	NUM
fis-3269	154	2	show	show	VERB
fis-3269	154	3	that	that	SCONJ
fis-3269	154	4	the	the	DET
fis-3269	154	5	position	position	NOUN
fis-3269	154	6	around	around	ADP
fis-3269	154	7	the	the	DET
fis-3269	154	8	column	column	NOUN
fis-3269	154	9	with	with	ADP
fis-3269	154	10	1.5	1.5	NUM
fis-3269	154	11	m	m	NOUN
fis-3269	154	12	distance	distance	NOUN
fis-3269	154	13	from	from	ADP
fis-3269	154	14	the	the	DET
fis-3269	154	15	edge	edge	NOUN
fis-3269	154	16	of	of	ADP
fis-3269	154	17	the	the	DET
fis-3269	154	18	column	column	NOUN
fis-3269	154	19	is	be	AUX
fis-3269	154	20	the	the	DET
fis-3269	154	21	crack	crack	NOUN
fis-3269	154	22	appearing	appear	VERB
fis-3269	154	23	with	with	ADP
fis-3269	154	24	the	the	DET
fis-3269	154	25	largest	large	ADJ
fis-3269	154	26	density	density	NOUN
fis-3269	154	27	and	and	CCONJ
fis-3269	154	28	width	width	NOUN
fis-3269	154	29	.	.	PUNCT
fis-3269	155	1	figure	figure	VERB
fis-3269	155	2	16	16	NUM
fis-3269	155	3	:	:	PUNCT
fis-3269	155	4	the	the	DET
fis-3269	155	5	damaged	damage	VERB
fis-3269	155	6	shape	shape	NOUN
fis-3269	155	7	of	of	ADP
fis-3269	155	8	punching	punching	NOUN
fis-3269	155	9	shear	shear	NOUN
fis-3269	155	10	in	in	ADP
fis-3269	155	11	section	section	NOUN
fis-3269	155	12	view	view	NOUN
fis-3269	155	13	.	.	PUNCT
fis-3269	156	1	t.	t.	PROPN
fis-3269	156	2	cuong	cuong	PROPN
fis-3269	156	3	-	-	PUNCT
fis-3269	156	4	le	le	X
fis-3269	156	5	et	et	PROPN
fis-3269	156	6	alii	alii	PROPN
fis-3269	156	7	,	,	PUNCT
fis-3269	156	8	frattura	frattura	PROPN
fis-3269	156	9	ed	ed	PROPN
fis-3269	156	10	integrità	integrità	PROPN
fis-3269	156	11	strutturale	strutturale	PROPN
fis-3269	156	12	,	,	PUNCT
fis-3269	156	13	59	59	NUM
fis-3269	156	14	(	(	PUNCT
fis-3269	156	15	2022	2022	NUM
fis-3269	156	16	)	)	PUNCT
fis-3269	156	17	232	232	NUM
fis-3269	156	18	-	-	SYM
fis-3269	156	19	242	242	NUM
fis-3269	156	20	;	;	PUNCT
fis-3269	156	21	doi	doi	NOUN
fis-3269	156	22	:	:	PUNCT
fis-3269	156	23	10.3221	10.3221	NUM
fis-3269	156	24	/	/	SYM
fis-3269	156	25	igf	igf	PROPN
fis-3269	156	26	-	-	PUNCT
fis-3269	156	27	esis.59.17	esis.59.17	PROPN
fis-3269	156	28	241	241	NUM
fis-3269	156	29	figure	figure	NOUN
fis-3269	156	30	17	17	NUM
fis-3269	156	31	:	:	PUNCT
fis-3269	156	32	comparison	comparison	NOUN
fis-3269	156	33	the	the	DET
fis-3269	156	34	crack	crack	NOUN
fis-3269	156	35	pattern	pattern	NOUN
fis-3269	156	36	on	on	ADP
fis-3269	156	37	the	the	DET
fis-3269	156	38	top	top	NOUN
fis-3269	156	39	of	of	ADP
fis-3269	156	40	slab	slab	NOUN
fis-3269	156	41	between	between	ADP
fis-3269	156	42	simulation	simulation	NOUN
fis-3269	156	43	and	and	CCONJ
fis-3269	156	44	experiment	experiment	NOUN
fis-3269	156	45	.	.	PUNCT
fis-3269	157	1	conclusion	conclusion	NOUN
fis-3269	157	2	he	he	PRON
fis-3269	157	3	paper	paper	NOUN
fis-3269	157	4	presents	present	VERB
fis-3269	157	5	a	a	DET
fis-3269	157	6	damaged	damage	VERB
fis-3269	157	7	model	model	NOUN
fis-3269	157	8	of	of	ADP
fis-3269	157	9	concrete	concrete	NOUN
fis-3269	157	10	in	in	ADP
fis-3269	157	11	numerical	numerical	ADJ
fis-3269	157	12	simulation	simulation	PROPN
fis-3269	157	13	.	.	PUNCT
fis-3269	158	1	this	this	DET
fis-3269	158	2	model	model	NOUN
fis-3269	158	3	is	be	AUX
fis-3269	158	4	developed	develop	VERB
fis-3269	158	5	lied	lie	VERB
fis-3269	158	6	on	on	ADP
fis-3269	158	7	the	the	DET
fis-3269	158	8	cdp	cdp	X
fis-3269	158	9	(	(	PUNCT
fis-3269	158	10	available	available	ADJ
fis-3269	158	11	in	in	ADP
fis-3269	158	12	abaqus	abaqus	NOUN
fis-3269	158	13	)	)	PUNCT
fis-3269	158	14	associating	associate	VERB
fis-3269	158	15	with	with	ADP
fis-3269	158	16	the	the	DET
fis-3269	158	17	proposed	propose	VERB
fis-3269	158	18	damaged	damage	VERB
fis-3269	158	19	parameters	parameter	NOUN
fis-3269	159	1			PRON
fis-3269	159	2	0.7cb	0.7cb	NUM
fis-3269	160	1	in	in	ADP
fis-3269	160	2	compression	compression	NOUN
fis-3269	160	3	and	and	CCONJ
fis-3269	160	4			NOUN
fis-3269	160	5	0.1	0.1	NUM
fis-3269	160	6	tb	tb	ADP
fis-3269	160	7	tension	tension	NOUN
fis-3269	160	8	.	.	PUNCT
fis-3269	161	1	this	this	DET
fis-3269	161	2	damaged	damage	VERB
fis-3269	161	3	model	model	NOUN
fis-3269	161	4	is	be	AUX
fis-3269	161	5	employed	employ	VERB
fis-3269	161	6	to	to	PART
fis-3269	161	7	simulate	simulate	VERB
fis-3269	161	8	the	the	DET
fis-3269	161	9	real	real	ADJ
fis-3269	161	10	-	-	PUNCT
fis-3269	161	11	test	test	NOUN
fis-3269	161	12	beam	beam	NOUN
fis-3269	161	13	namely	namely	ADV
fis-3269	161	14	c3	c3	PROPN
fis-3269	161	15	in	in	ADP
fis-3269	161	16	vecchio	vecchio	PROPN
fis-3269	161	17	và	và	PROPN
fis-3269	161	18	shim	shim	NOUN
fis-3269	161	19	(	(	PUNCT
fis-3269	161	20	2004	2004	NUM
fis-3269	161	21	)	)	PUNCT
fis-3269	162	1	[	[	X
fis-3269	162	2	8	8	NUM
fis-3269	162	3	]	]	PUNCT
fis-3269	162	4	under	under	ADP
fis-3269	162	5	static	static	ADJ
fis-3269	162	6	loading	loading	NOUN
fis-3269	162	7	and	and	CCONJ
fis-3269	162	8	a	a	DET
fis-3269	162	9	flat	flat	ADJ
fis-3269	162	10	concrete	concrete	ADJ
fis-3269	162	11	slab	slab	NOUN
fis-3269	162	12	in	in	ADP
fis-3269	162	13	the	the	DET
fis-3269	162	14	test	test	NOUN
fis-3269	162	15	of	of	ADP
fis-3269	162	16	adetifa	adetifa	NOUN
fis-3269	162	17	and	and	CCONJ
fis-3269	162	18	polak	polak	NOUN
fis-3269	163	1	[	[	X
fis-3269	163	2	9	9	NUM
fis-3269	163	3	]	]	PUNCT
fis-3269	163	4	.	.	PUNCT
fis-3269	164	1	the	the	DET
fis-3269	164	2	numerical	numerical	PROPN
fis-3269	164	3	simulation	simulation	PROPN
fis-3269	164	4	results	result	NOUN
fis-3269	164	5	show	show	VERB
fis-3269	164	6	that	that	SCONJ
fis-3269	164	7	the	the	DET
fis-3269	164	8	model	model	NOUN
fis-3269	164	9	satisfies	satisfy	VERB
fis-3269	164	10	well	well	ADV
fis-3269	164	11	with	with	ADP
fis-3269	164	12	the	the	DET
fis-3269	164	13	data	datum	NOUN
fis-3269	164	14	obtained	obtain	VERB
fis-3269	164	15	from	from	ADP
fis-3269	164	16	testing	testing	NOUN
fis-3269	164	17	.	.	PUNCT
fis-3269	165	1	the	the	DET
fis-3269	165	2	complete	complete	ADJ
fis-3269	165	3	failures	failure	NOUN
fis-3269	165	4	of	of	ADP
fis-3269	165	5	the	the	DET
fis-3269	165	6	c3	c3	PROPN
fis-3269	165	7	beam	beam	NOUN
fis-3269	165	8	the	the	DET
fis-3269	165	9	cracking	cracking	NOUN
fis-3269	165	10	in	in	ADP
fis-3269	165	11	the	the	DET
fis-3269	165	12	top	top	ADJ
fis-3269	165	13	face	face	NOUN
fis-3269	165	14	of	of	ADP
fis-3269	165	15	slab	slab	NOUN
fis-3269	165	16	using	use	VERB
fis-3269	165	17	numerical	numerical	PROPN
fis-3269	165	18	simulation	simulation	PROPN
fis-3269	165	19	illustrated	illustrate	VERB
fis-3269	165	20	that	that	SCONJ
fis-3269	165	21	two	two	NUM
fis-3269	165	22	damaged	damaged	ADJ
fis-3269	165	23	parameters	parameter	NOUN
fis-3269	165	24	responded	respond	VERB
fis-3269	165	25	well	well	ADV
fis-3269	165	26	to	to	ADP
fis-3269	165	27	the	the	DET
fis-3269	165	28	experiment	experiment	NOUN
fis-3269	165	29	’s	’s	PART
fis-3269	165	30	results	result	NOUN
fis-3269	165	31	.	.	PUNCT
fis-3269	166	1	the	the	DET
fis-3269	166	2	model	model	NOUN
fis-3269	166	3	presenting	present	VERB
fis-3269	166	4	in	in	ADP
fis-3269	166	5	this	this	DET
fis-3269	166	6	paper	paper	NOUN
fis-3269	166	7	can	can	AUX
fis-3269	166	8	be	be	AUX
fis-3269	166	9	considered	consider	VERB
fis-3269	166	10	as	as	ADP
fis-3269	166	11	a	a	DET
fis-3269	166	12	reference	reference	NOUN
fis-3269	166	13	model	model	NOUN
fis-3269	166	14	with	with	ADP
fis-3269	166	15	high	high	ADJ
fis-3269	166	16	reliability	reliability	NOUN
fis-3269	166	17	in	in	ADP
fis-3269	166	18	simulation	simulation	NOUN
fis-3269	166	19	structural	structural	ADJ
fis-3269	166	20	reinforced	reinforce	VERB
fis-3269	166	21	concrete	concrete	NOUN
fis-3269	166	22	.	.	PUNCT
fis-3269	167	1	acknowledgements	acknowledgement	NOUN
fis-3269	167	2	he	he	PRON
fis-3269	167	3	authors	author	NOUN
fis-3269	167	4	gratefully	gratefully	ADV
fis-3269	167	5	acknowledge	acknowledge	VERB
fis-3269	167	6	the	the	DET
fis-3269	167	7	financial	financial	ADJ
fis-3269	167	8	support	support	NOUN
fis-3269	167	9	granted	grant	VERB
fis-3269	167	10	by	by	ADP
fis-3269	167	11	the	the	DET
fis-3269	167	12	scientific	scientific	ADJ
fis-3269	167	13	research	research	NOUN
fis-3269	167	14	fund	fund	NOUN
fis-3269	167	15	of	of	ADP
fis-3269	167	16	the	the	DET
fis-3269	167	17	ministry	ministry	PROPN
fis-3269	167	18	of	of	ADP
fis-3269	167	19	education	education	NOUN
fis-3269	167	20	and	and	CCONJ
fis-3269	167	21	training	training	NOUN
fis-3269	167	22	(	(	PUNCT
fis-3269	167	23	moet	moet	ADJ
fis-3269	167	24	)	)	PUNCT
fis-3269	167	25	,	,	PUNCT
fis-3269	167	26	vietnam	vietnam	PROPN
fis-3269	167	27	(	(	PUNCT
fis-3269	167	28	no	no	INTJ
fis-3269	167	29	.	.	PUNCT
fis-3269	168	1	b2021	b2021	NUM
fis-3269	168	2	-	-	PUNCT
fis-3269	168	3	mbs-06	mbs-06	NOUN
fis-3269	168	4	)	)	PUNCT
fis-3269	168	5	.	.	PUNCT
fis-3269	169	1	reference	reference	NOUN
fis-3269	169	2	[	[	X
fis-3269	169	3	1	1	NUM
fis-3269	169	4	]	]	PUNCT
fis-3269	169	5	lubliner	lubliner	NOUN
fis-3269	169	6	,	,	PUNCT
fis-3269	169	7	j.	j.	PROPN
fis-3269	169	8	,	,	PUNCT
fis-3269	169	9	oliver	oliver	PROPN
fis-3269	169	10	,	,	PUNCT
fis-3269	169	11	j.	j.	PROPN
fis-3269	169	12	,	,	PUNCT
fis-3269	169	13	oller	oller	PROPN
fis-3269	169	14	,	,	PUNCT
fis-3269	169	15	s.	s.	PROPN
fis-3269	169	16	and	and	CCONJ
fis-3269	169	17	onate	onate	PROPN
fis-3269	169	18	,	,	PUNCT
fis-3269	169	19	e.	e.	PROPN
fis-3269	169	20	(	(	PUNCT
fis-3269	169	21	1989	1989	NUM
fis-3269	169	22	)	)	PUNCT
fis-3269	169	23	.	.	PUNCT
fis-3269	170	1	a	a	DET
fis-3269	170	2	plastic	plastic	NOUN
fis-3269	170	3	-	-	PUNCT
fis-3269	170	4	damage	damage	NOUN
fis-3269	170	5	model	model	NOUN
fis-3269	170	6	for	for	ADP
fis-3269	170	7	concrete	concrete	NOUN
fis-3269	170	8	.	.	PUNCT
fis-3269	171	1	international	international	ADJ
fis-3269	171	2	journal	journal	PROPN
fis-3269	171	3	of	of	ADP
fis-3269	171	4	solids	solid	NOUN
fis-3269	171	5	and	and	CCONJ
fis-3269	171	6	structures	structure	NOUN
fis-3269	171	7	25	25	NUM
fis-3269	171	8	,	,	PUNCT
fis-3269	171	9	pp	pp	ADJ
fis-3269	171	10	.	.	PUNCT
fis-3269	172	1	299	299	NUM
fis-3269	172	2	-	-	SYM
fis-3269	172	3	326	326	NUM
fis-3269	172	4	.	.	PUNCT
fis-3269	173	1	[	[	X
fis-3269	173	2	2	2	NUM
fis-3269	173	3	]	]	PUNCT
fis-3269	173	4	carol	carol	NOUN
fis-3269	173	5	,	,	PUNCT
fis-3269	173	6	i.	i.	PROPN
fis-3269	173	7	,	,	PUNCT
fis-3269	173	8	rizzi	rizzi	PROPN
fis-3269	173	9	,	,	PUNCT
fis-3269	173	10	e.	e.	PROPN
fis-3269	173	11	,	,	PUNCT
fis-3269	173	12	willam	willam	PROPN
fis-3269	173	13	,	,	PUNCT
fis-3269	173	14	k.	k.	PROPN
fis-3269	173	15	(	(	PUNCT
fis-3269	173	16	2001	2001	NUM
fis-3269	173	17	)	)	PUNCT
fis-3269	173	18	.	.	PUNCT
fis-3269	174	1	on	on	ADP
fis-3269	174	2	the	the	DET
fis-3269	174	3	formulation	formulation	NOUN
fis-3269	174	4	of	of	ADP
fis-3269	174	5	anisotropic	anisotropic	NOUN
fis-3269	174	6	elastic	elastic	ADJ
fis-3269	174	7	degradation	degradation	NOUN
fis-3269	174	8	.	.	PUNCT
fis-3269	175	1	ii	ii	PROPN
fis-3269	175	2	.	.	PUNCT
fis-3269	176	1	generalized	generalize	VERB
fis-3269	176	2	pseudorankine	pseudorankine	NOUN
fis-3269	176	3	model	model	NOUN
fis-3269	176	4	for	for	ADP
fis-3269	176	5	tensile	tensile	NOUN
fis-3269	176	6	damage	damage	NOUN
fis-3269	176	7	,	,	PUNCT
fis-3269	176	8	int	int	NOUN
fis-3269	176	9	.	.	PUNCT
fis-3269	177	1	j.	j.	PROPN
fis-3269	177	2	solids	solids	PROPN
fis-3269	177	3	struct	struct	NOUN
fis-3269	177	4	.	.	PUNCT
fis-3269	177	5	,	,	PUNCT
fis-3269	177	6	38(4	38(4	NUM
fis-3269	177	7	)	)	PUNCT
fis-3269	177	8	,	,	PUNCT
fis-3269	177	9	pp	pp	ADP
fis-3269	177	10	.	.	PUNCT
fis-3269	178	1	519–546	519–546	NUM
fis-3269	178	2	,	,	PUNCT
fis-3269	178	3	doi	doi	NOUN
fis-3269	178	4	:	:	PUNCT
fis-3269	178	5	10.1016	10.1016	NUM
fis-3269	178	6	/	/	SYM
fis-3269	178	7	s0020	s0020	ADP
fis-3269	178	8	-	-	PUNCT
fis-3269	178	9	7683(00)00031	7683(00)00031	NUM
fis-3269	178	10	-	-	PUNCT
fis-3269	178	11	7	7	NUM
fis-3269	178	12	.	.	PUNCT
fis-3269	179	1	[	[	X
fis-3269	179	2	3	3	X
fis-3269	179	3	]	]	X
fis-3269	179	4	ahmed	ahmed	PROPN
fis-3269	179	5	,	,	PUNCT
fis-3269	179	6	b.	b.	PROPN
fis-3269	179	7	,	,	PUNCT
fis-3269	179	8	voyiadjis	voyiadji	NOUN
fis-3269	179	9	,	,	PUNCT
fis-3269	179	10	g.z	g.z	PROPN
fis-3269	179	11	.	.	PROPN
fis-3269	179	12	,	,	PUNCT
fis-3269	179	13	park	park	NOUN
fis-3269	179	14	,	,	PUNCT
fis-3269	179	15	t.	t.	PROPN
fis-3269	179	16	(	(	PUNCT
fis-3269	179	17	2020	2020	NUM
fis-3269	179	18	)	)	PUNCT
fis-3269	179	19	.	.	PUNCT
fis-3269	180	1	damaged	damage	VERB
fis-3269	180	2	plasticity	plasticity	NOUN
fis-3269	180	3	model	model	NOUN
fis-3269	180	4	for	for	ADP
fis-3269	180	5	concrete	concrete	NOUN
fis-3269	180	6	using	use	VERB
fis-3269	180	7	scalar	scalar	ADJ
fis-3269	180	8	damage	damage	NOUN
fis-3269	180	9	variables	variable	NOUN
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fis-3269	180	14	decomposition	decomposition	NOUN
fis-3269	180	15	,	,	PUNCT
fis-3269	180	16	int	int	NOUN
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fis-3269	181	1	j.	j.	PROPN
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fis-3269	181	4	.	.	PUNCT
fis-3269	181	5	,	,	PUNCT
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fis-3269	181	7	,	,	PUNCT
fis-3269	181	8	pp	pp	ADV
fis-3269	181	9	.	.	PUNCT
fis-3269	182	1	56–75	56–75	NUM
fis-3269	182	2	,	,	PUNCT
fis-3269	182	3	doi	doi	NOUN
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fis-3269	182	8	.	.	PUNCT
fis-3269	183	1	[	[	X
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fis-3269	183	5	,	,	PUNCT
fis-3269	183	6	j.	j.	PROPN
fis-3269	183	7	,	,	PUNCT
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fis-3269	183	9	,	,	PUNCT
fis-3269	183	10	g.l	g.l	PROPN
fis-3269	183	11	.	.	PROPN
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fis-3269	183	14	)	)	PUNCT
fis-3269	183	15	.	.	PUNCT
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fis-3269	183	17	-	-	PUNCT
fis-3269	183	18	damage	damage	NOUN
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fis-3269	183	20	for	for	ADP
fis-3269	183	21	cyclic	cyclic	ADJ
fis-3269	183	22	loading	loading	NOUN
fis-3269	183	23	of	of	ADP
fis-3269	183	24	concrete	concrete	ADJ
fis-3269	183	25	structures	structure	NOUN
fis-3269	183	26	,	,	PUNCT
fis-3269	183	27	j.	j.	PROPN
fis-3269	183	28	eng	eng	PROPN
fis-3269	183	29	.	.	PROPN
fis-3269	183	30	mech	mech	PROPN
fis-3269	183	31	.	.	PROPN
fis-3269	183	32	,	,	PUNCT
fis-3269	183	33	124(8	124(8	NUM
fis-3269	183	34	)	)	PUNCT
fis-3269	183	35	,	,	PUNCT
fis-3269	183	36	pp	pp	ADP
fis-3269	183	37	.	.	PUNCT
fis-3269	184	1	892–900	892–900	NUM
fis-3269	184	2	,	,	PUNCT
fis-3269	184	3	doi	doi	NOUN
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fis-3269	184	6	-	-	SYM
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fis-3269	184	8	)	)	PUNCT
fis-3269	184	9	.	.	PUNCT
fis-3269	185	1	[	[	X
fis-3269	185	2	5	5	NUM
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fis-3269	185	5	,	,	PUNCT
fis-3269	185	6	l.	l.	PROPN
fis-3269	185	7	,	,	PUNCT
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fis-3269	185	9	,	,	PUNCT
fis-3269	185	10	a.	a.	NOUN
fis-3269	185	11	,	,	PUNCT
fis-3269	185	12	pijaudier	pijaudier	NOUN
fis-3269	185	13	-	-	PUNCT
fis-3269	185	14	cabot	cabot	PROPN
fis-3269	185	15	,	,	PUNCT
fis-3269	185	16	g.	g.	PROPN
fis-3269	185	17	,	,	PUNCT
fis-3269	185	18	ghavamian	ghavamian	PROPN
fis-3269	185	19	,	,	PUNCT
fis-3269	185	20	s.	s.	PROPN
fis-3269	185	21	(	(	PUNCT
fis-3269	185	22	2006	2006	NUM
fis-3269	185	23	)	)	PUNCT
fis-3269	185	24	.	.	PUNCT
fis-3269	186	1	an	an	DET
fis-3269	186	2	elastic	elastic	ADJ
fis-3269	186	3	plastic	plastic	NOUN
fis-3269	186	4	damage	damage	NOUN
fis-3269	186	5	formulation	formulation	NOUN
fis-3269	186	6	for	for	ADP
fis-3269	186	7	concrete	concrete	ADJ
fis-3269	186	8	:	:	PUNCT
fis-3269	186	9	application	application	NOUN
fis-3269	186	10	to	to	ADP
fis-3269	186	11	elementary	elementary	ADJ
fis-3269	186	12	tests	test	NOUN
fis-3269	186	13	and	and	CCONJ
fis-3269	186	14	comparison	comparison	NOUN
fis-3269	186	15	with	with	ADP
fis-3269	186	16	an	an	DET
fis-3269	186	17	isotropic	isotropic	ADJ
fis-3269	186	18	damage	damage	NOUN
fis-3269	186	19	model	model	NOUN
fis-3269	186	20	,	,	PUNCT
fis-3269	186	21	comput	comput	NOUN
fis-3269	186	22	.	.	PUNCT
fis-3269	187	1	methods	method	NOUN
fis-3269	187	2	appl	appl	PROPN
fis-3269	187	3	.	.	PROPN
fis-3269	187	4	mech	mech	PROPN
fis-3269	187	5	.	.	PUNCT
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fis-3269	188	3	,	,	PUNCT
fis-3269	188	4	195(52	195(52	NUM
fis-3269	188	5	)	)	PUNCT
fis-3269	188	6	,	,	PUNCT
fis-3269	188	7	pp	pp	ADJ
fis-3269	188	8	.	.	PUNCT
fis-3269	189	1	7077–7092	7077–7092	NUM
fis-3269	189	2	,	,	PUNCT
fis-3269	189	3	doi	doi	NOUN
fis-3269	189	4	:	:	PUNCT
fis-3269	189	5	10.1016	10.1016	NUM
fis-3269	189	6	/	/	SYM
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fis-3269	189	8	.	.	PUNCT
fis-3269	190	1	[	[	X
fis-3269	190	2	6	6	NUM
fis-3269	190	3	]	]	PUNCT
fis-3269	190	4	grassl	grassl	VERB
fis-3269	190	5	,	,	PUNCT
fis-3269	190	6	p.	p.	PROPN
fis-3269	190	7	,	,	PUNCT
fis-3269	190	8	nyström	nyström	ADV
fis-3269	190	9	,	,	PUNCT
fis-3269	190	10	u.	u.	PROPN
fis-3269	190	11	,	,	PUNCT
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fis-3269	190	13	,	,	PUNCT
fis-3269	190	14	r.	r.	PROPN
fis-3269	190	15	,	,	PUNCT
fis-3269	190	16	gylltoft	gylltoft	ADV
fis-3269	190	17	,	,	PUNCT
fis-3269	190	18	k.	k.	PROPN
fis-3269	190	19	(	(	PUNCT
fis-3269	190	20	2011	2011	NUM
fis-3269	190	21	)	)	PUNCT
fis-3269	190	22	.	.	PUNCT
fis-3269	191	1	a	a	DET
fis-3269	191	2	damage	damage	NOUN
fis-3269	191	3	-	-	PUNCT
fis-3269	191	4	plasticity	plasticity	NOUN
fis-3269	191	5	model	model	NOUN
fis-3269	191	6	for	for	ADP
fis-3269	191	7	the	the	DET
fis-3269	191	8	dynamic	dynamic	ADJ
fis-3269	191	9	failure	failure	NOUN
fis-3269	191	10	of	of	ADP
fis-3269	191	11	concrete	concrete	NOUN
fis-3269	191	12	,	,	PUNCT
fis-3269	191	13	proc	proc	NOUN
fis-3269	191	14	.	.	PUNCT
fis-3269	191	15	8th	8th	ADJ
fis-3269	191	16	int	int	PROPN
fis-3269	191	17	.	.	PUNCT
fis-3269	192	1	conf	conf	NOUN
fis-3269	192	2	.	.	PUNCT
fis-3269	192	3	struct	struct	NOUN
fis-3269	192	4	.	.	PUNCT
fis-3269	193	1	dyn	dyn	NOUN
fis-3269	193	2	.	.	PUNCT
fis-3269	194	1	eurodyn	eurodyn	PROPN
fis-3269	194	2	2011	2011	NUM
fis-3269	194	3	,	,	PUNCT
fis-3269	194	4	pp	pp	ADV
fis-3269	194	5	.	.	PUNCT
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fis-3269	195	2	.	.	PUNCT
fis-3269	196	1	[	[	X
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fis-3269	196	3	]	]	X
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fis-3269	196	5	,	,	PUNCT
fis-3269	196	6	v.	v.	ADV
fis-3269	196	7	,	,	PUNCT
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fis-3269	196	9	,	,	PUNCT
fis-3269	196	10	p.	p.	NOUN
fis-3269	196	11	(	(	PUNCT
fis-3269	196	12	2006	2006	NUM
fis-3269	196	13	)	)	PUNCT
fis-3269	196	14	.	.	PUNCT
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fis-3269	197	2	finite	finite	ADJ
fis-3269	197	3	element	element	NOUN
fis-3269	197	4	modelling	modelling	NOUN
fis-3269	197	5	of	of	ADP
fis-3269	197	6	rc	rc	PROPN
fis-3269	197	7	beam	beam	PROPN
fis-3269	197	8	shear	shear	PROPN
fis-3269	197	9	failure	failure	NOUN
fis-3269	197	10	,	,	PUNCT
fis-3269	197	11	ababqus	ababqus	NOUN
fis-3269	197	12	user	user	NOUN
fis-3269	197	13	’s	’s	PART
fis-3269	197	14	conf	conf	NOUN
fis-3269	197	15	.	.	PUNCT
fis-3269	197	16	,	,	PUNCT
fis-3269	197	17	,	,	PUNCT
fis-3269	197	18	pp	pp	ADP
fis-3269	197	19	.	.	PUNCT
fis-3269	198	1	95–108	95–108	NUM
fis-3269	198	2	.	.	PUNCT
fis-3269	199	1	[	[	X
fis-3269	199	2	8	8	NUM
fis-3269	199	3	]	]	SYM
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fis-3269	199	5	,	,	PUNCT
fis-3269	199	6	f.j	f.j	PROPN
fis-3269	199	7	.	.	PROPN
fis-3269	199	8	,	,	PUNCT
fis-3269	199	9	shim	shim	NOUN
fis-3269	199	10	,	,	PUNCT
fis-3269	199	11	w.	w.	PROPN
fis-3269	199	12	(	(	PUNCT
fis-3269	199	13	2004	2004	NUM
fis-3269	199	14	)	)	PUNCT
fis-3269	199	15	.	.	PUNCT
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fis-3269	200	7	concrete	concrete	ADJ
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fis-3269	200	9	tests	test	NOUN
fis-3269	200	10	,	,	PUNCT
fis-3269	200	11	j.	j.	PROPN
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fis-3269	200	13	.	.	PUNCT
fis-3269	201	1	t	t	PROPN
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fis-3269	201	3	t.	t.	PROPN
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fis-3269	201	5	-	-	PUNCT
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fis-3269	201	9	,	,	PUNCT
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fis-3269	201	11	ed	ed	PROPN
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fis-3269	201	13	strutturale	strutturale	PROPN
fis-3269	201	14	,	,	PUNCT
fis-3269	201	15	59	59	NUM
fis-3269	201	16	(	(	PUNCT
fis-3269	201	17	2022	2022	NUM
fis-3269	201	18	)	)	PUNCT
fis-3269	201	19	232	232	NUM
fis-3269	201	20	-	-	SYM
fis-3269	201	21	242	242	NUM
fis-3269	201	22	;	;	PUNCT
fis-3269	201	23	doi	doi	NOUN
fis-3269	201	24	:	:	PUNCT
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fis-3269	201	26	/	/	SYM
fis-3269	201	27	igf	igf	PROPN
fis-3269	201	28	-	-	PROPN
fis-3269	201	29	esis.59.17	esis.59.17	PROPN
fis-3269	201	30	242	242	NUM
fis-3269	201	31	eng	eng	PROPN
fis-3269	201	32	.	.	PROPN
fis-3269	201	33	,	,	PUNCT
fis-3269	201	34	130(3	130(3	NUM
fis-3269	201	35	)	)	PUNCT
fis-3269	201	36	,	,	PUNCT
fis-3269	201	37	pp	pp	ADJ
fis-3269	201	38	.	.	PUNCT
fis-3269	202	1	460–469	460–469	NUM
fis-3269	202	2	,	,	PUNCT
fis-3269	202	3	doi	doi	NOUN
fis-3269	202	4	:	:	PUNCT
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fis-3269	202	6	-	-	PUNCT
fis-3269	202	7	9445(2004)130:3(460	9445(2004)130:3(460	NUM
fis-3269	202	8	)	)	PUNCT
fis-3269	202	9	.	.	PUNCT
fis-3269	203	1	[	[	X
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fis-3269	203	3	]	]	PUNCT
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fis-3269	203	5	,	,	PUNCT
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fis-3269	203	8	,	,	PUNCT
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fis-3269	203	15	)	)	PUNCT
fis-3269	203	16	.	.	PUNCT
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fis-3269	204	2	element	element	NOUN
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fis-3269	204	9	-	-	PUNCT
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fis-3269	204	13	abaqus	abaqus	NOUN
fis-3269	204	14	,	,	PUNCT
fis-3269	204	15	struct	struct	NOUN
fis-3269	204	16	.	.	PUNCT
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fis-3269	205	2	.	.	PUNCT
fis-3269	206	1	2014	2014	NUM
fis-3269	206	2	proc	proc	NOUN
fis-3269	206	3	.	.	PUNCT
fis-3269	207	1	2014	2014	NUM
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fis-3269	207	3	.	.	PUNCT
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fis-3269	208	2	.	.	PUNCT
fis-3269	209	1	,	,	PUNCT
fis-3269	209	2	,	,	PUNCT
fis-3269	209	3	pp	pp	ADP
fis-3269	209	4	.	.	PUNCT
fis-3269	210	1	813–823	813–823	NUM
fis-3269	210	2	,	,	PUNCT
fis-3269	210	3	doi	doi	NOUN
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fis-3269	211	1	[	[	X
fis-3269	211	2	10	10	NUM
fis-3269	211	3	]	]	X
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fis-3269	211	5	,	,	PUNCT
fis-3269	211	6	s.	s.	PROPN
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fis-3269	211	9	)	)	PUNCT
fis-3269	211	10	.	.	PUNCT
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fis-3269	212	3	of	of	ADP
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fis-3269	212	7	clay	clay	NOUN
fis-3269	212	8	brick	brick	NOUN
fis-3269	212	9	masonry	masonry	NOUN
fis-3269	212	10	compressive	compressive	ADJ
fis-3269	212	11	behavior	behavior	NOUN
fis-3269	212	12	of	of	ADP
fis-3269	212	13	unconfined	unconfined	ADJ
fis-3269	212	14	and	and	CCONJ
fis-3269	212	15	confined	confine	VERB
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fis-3269	212	17	,	,	PUNCT
fis-3269	212	18	october	october	PROPN
fis-3269	212	19	,	,	PUNCT
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fis-3269	212	21	2004	2004	NUM
fis-3269	212	22	)	)	PUNCT
fis-3269	212	23	,	,	PUNCT
fis-3269	212	24	pp	pp	ADP
fis-3269	212	25	.	.	PUNCT
fis-3269	213	1	1562–1569	1562–1569	NUM
fis-3269	213	2	,	,	PUNCT
fis-3269	213	3	doi	doi	NOUN
fis-3269	213	4	:	:	PUNCT
fis-3269	213	5	10.1061/(asce)0733	10.1061/(asce)0733	NUM
fis-3269	213	6	-	-	PUNCT
fis-3269	213	7	9445(2004)130	9445(2004)130	NOUN
fis-3269	213	8	.	.	PUNCT
fis-3269	214	1	<	<	X
fis-3269	214	2	<	<	X
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fis-3269	214	5	/allowtransparency	/allowtransparency	NOUN
fis-3269	214	6	false	false	ADJ
fis-3269	214	7	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-3269	214	8	true	true	ADJ
fis-3269	214	9	/autorotatepages	/autorotatepage	NOUN
fis-3269	214	10	/none	/none	PUNCT
fis-3269	214	11	/binding	/binding	PUNCT
fis-3269	214	12	/left	/left	ADJ
fis-3269	215	1	/calgrayprofile	/calgrayprofile	VERB
fis-3269	215	2	(	(	PUNCT
fis-3269	215	3	dot	dot	NOUN
fis-3269	215	4	gain	gain	NOUN
fis-3269	215	5	20	20	NUM
fis-3269	215	6	%	%	NOUN
fis-3269	215	7	)	)	PUNCT
fis-3269	215	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-3269	216	1	(	(	PUNCT
fis-3269	216	2	srgb	srgb	PROPN
fis-3269	216	3	iec61966	iec61966	NOUN
fis-3269	216	4	-	-	PUNCT
fis-3269	216	5	2.1	2.1	NUM
fis-3269	216	6	)	)	PUNCT
fis-3269	216	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-3269	217	1	(	(	PUNCT
fis-3269	217	2	u.s	u.s	PROPN
fis-3269	217	3	.	.	PROPN
fis-3269	217	4	web	web	NOUN
fis-3269	217	5	coated	coat	VERB
fis-3269	217	6	\050swop\051	\050swop\051	ADJ
fis-3269	217	7	v2	v2	NOUN
fis-3269	217	8	)	)	PUNCT
fis-3269	217	9	/srgbprofile	/srgbprofile	PUNCT
fis-3269	217	10	(	(	PUNCT
fis-3269	217	11	srgb	srgb	PROPN
fis-3269	217	12	iec61966	iec61966	NOUN
fis-3269	217	13	-	-	PUNCT
fis-3269	217	14	2.1	2.1	NUM
fis-3269	217	15	)	)	PUNCT
fis-3269	217	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-3269	218	1	/error	/error	INTJ
fis-3269	218	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-3269	219	1	1.4	1.4	NUM
fis-3269	219	2	/compressobjects	/compressobject	NOUN
fis-3269	219	3	/tags	/tag	VERB
fis-3269	219	4	/compresspages	/compresspage	NOUN
fis-3269	219	5	true	true	ADJ
fis-3269	219	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-3269	219	7	true	true	ADJ
fis-3269	219	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-3269	219	9	true	true	ADJ
fis-3269	219	10	/createjobticket	/createjobticket	NOUN
fis-3269	219	11	false	false	ADJ
fis-3269	219	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-3269	219	13	/default	/default	PUNCT
fis-3269	219	14	/detectblends	/detectblend	NOUN
fis-3269	219	15	true	true	ADJ
fis-3269	219	16	/detectcurves	/detectcurve	VERB
fis-3269	220	1	0.0000	0.0000	NUM
fis-3269	220	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-3269	220	3	/cmyk	/cmyk	PUNCT
fis-3269	221	1	/dothumbnails	/dothumbnail	VERB
fis-3269	222	1	false	false	ADJ
fis-3269	222	2	/embedallfonts	/embedallfont	NOUN
fis-3269	222	3	true	true	ADJ
fis-3269	222	4	/embedopentype	/embedopentype	PUNCT
fis-3269	222	5	false	false	ADJ
fis-3269	222	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-3269	222	7	true	true	ADJ
fis-3269	222	8	/embedjoboptions	/embedjoboption	NOUN
fis-3269	222	9	true	true	ADJ
fis-3269	222	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-3269	222	11	0	0	NUM
fis-3269	222	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-3269	222	13	false	false	ADJ
fis-3269	222	14	/endpage	/endpage	NOUN
fis-3269	222	15	-1	-1	NOUN
fis-3269	222	16	/imagememory	/imagememory	NUM
fis-3269	222	17	1048576	1048576	NUM
fis-3269	222	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-3269	222	19	false	false	ADJ
fis-3269	222	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-3269	222	21	100	100	NUM
fis-3269	222	22	/optimize	/optimize	NOUN
fis-3269	222	23	true	true	ADJ
fis-3269	222	24	/opm	/opm	NOUN
fis-3269	222	25	1	1	NUM
fis-3269	222	26	/parsedsccomments	/parsedsccomment	NOUN
fis-3269	222	27	true	true	ADJ
fis-3269	222	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-3269	222	29	true	true	ADJ
fis-3269	222	30	/preservecopypage	/preservecopypage	NOUN
fis-3269	222	31	true	true	ADJ
fis-3269	222	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-3269	222	33	true	true	ADJ
fis-3269	222	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-3269	222	35	true	true	ADJ
fis-3269	222	36	/preserveflatness	/preserveflatness	NOUN
fis-3269	222	37	true	true	ADJ
fis-3269	222	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-3269	222	39	false	false	ADJ
fis-3269	222	40	/preserveopicomments	/preserveopicomment	NOUN
fis-3269	222	41	true	true	ADJ
fis-3269	222	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-3269	222	43	true	true	ADJ
fis-3269	222	44	/startpage	/startpage	NOUN
fis-3269	222	45	1	1	NUM
fis-3269	222	46	/subsetfonts	/subsetfont	NOUN
fis-3269	222	47	true	true	ADJ
fis-3269	222	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-3269	222	49	/apply	/apply	PUNCT
fis-3269	222	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-3269	223	1	/preserve	/preserve	NOUN
fis-3269	223	2	/useprologue	/useprologue	NOUN
fis-3269	223	3	false	false	ADJ
fis-3269	223	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-3269	223	5	(	(	PUNCT
fis-3269	223	6	)	)	PUNCT
fis-3269	223	7	/alwaysembed	/alwaysembe	VERB
fis-3269	223	8	[	[	PUNCT
fis-3269	223	9	true	true	ADJ
fis-3269	223	10	]	]	PUNCT
fis-3269	223	11	/neverembed	/neverembed	PUNCT
fis-3269	224	1	[	[	PUNCT
fis-3269	224	2	true	true	ADJ
fis-3269	224	3	]	]	PUNCT
fis-3269	224	4	/antialiascolorimages	/antialiascolorimages	X
fis-3269	224	5	false	false	ADJ
fis-3269	224	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-3269	224	7	true	true	ADJ
fis-3269	224	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-3269	224	9	300	300	NUM
fis-3269	224	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-3269	224	11	/ok	/ok	ADJ
fis-3269	225	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-3269	226	1	true	true	ADJ
fis-3269	226	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-3269	226	3	/bicubic	/bicubic	NOUN
fis-3269	226	4	/colorimageresolution	/colorimageresolution	NOUN
fis-3269	227	1	300	300	NUM
fis-3269	227	2	/colorimagedepth	/colorimagedepth	PRON
fis-3269	227	3	-1	-1	INTJ
fis-3269	227	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-3269	227	5	1	1	NUM
fis-3269	227	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-3269	227	7	1.50000	1.50000	NUM
fis-3269	227	8	/encodecolorimages	/encodecolorimage	NOUN
fis-3269	227	9	true	true	ADJ
fis-3269	227	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-3269	227	11	/dctencode	/dctencode	PUNCT
fis-3269	228	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-3269	228	2	true	true	ADJ
fis-3269	228	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-3269	228	4	/jpeg	/jpeg	PUNCT
fis-3269	228	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-3269	229	1	<	<	X
fis-3269	229	2	<	<	X
fis-3269	229	3	/qfactor	/qfactor	NOUN
fis-3269	229	4	0.15	0.15	NUM
fis-3269	229	5	/hsamples	/hsample	NOUN
fis-3269	230	1	[	[	X
fis-3269	230	2	1	1	NUM
fis-3269	230	3	1	1	NUM
fis-3269	230	4	1	1	NUM
fis-3269	230	5	1	1	NUM
fis-3269	230	6	]	]	PUNCT
fis-3269	230	7	/vsamples	/vsample	NOUN
fis-3269	231	1	[	[	X
fis-3269	231	2	1	1	NUM
fis-3269	231	3	1	1	NUM
fis-3269	231	4	1	1	NUM
fis-3269	231	5	1	1	NUM
fis-3269	231	6	]	]	PUNCT
fis-3269	231	7	>	>	PUNCT
fis-3269	231	8	>	>	X
fis-3269	231	9	/colorimagedict	/colorimagedict	PUNCT
fis-3269	232	1	<	<	X
fis-3269	232	2	<	<	X
fis-3269	232	3	/qfactor	/qfactor	NOUN
fis-3269	232	4	0.15	0.15	NUM
fis-3269	232	5	/hsamples	/hsample	NOUN
fis-3269	233	1	[	[	X
fis-3269	233	2	1	1	NUM
fis-3269	233	3	1	1	NUM
fis-3269	233	4	1	1	NUM
fis-3269	233	5	1	1	NUM
fis-3269	233	6	]	]	PUNCT
fis-3269	233	7	/vsamples	/vsample	NOUN
fis-3269	234	1	[	[	X
fis-3269	234	2	1	1	NUM
fis-3269	234	3	1	1	NUM
fis-3269	234	4	1	1	NUM
fis-3269	234	5	1	1	NUM
fis-3269	234	6	]	]	PUNCT
fis-3269	234	7	>	>	PUNCT
fis-3269	234	8	>	>	X
fis-3269	234	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
fis-3269	235	1	<	<	X
fis-3269	235	2	<	<	X
fis-3269	235	3	/tilewidth	/tilewidth	PUNCT
fis-3269	235	4	256	256	NUM
fis-3269	235	5	/tileheight	/tileheight	NUM
fis-3269	235	6	256	256	NUM
fis-3269	235	7	/quality	/quality	NOUN
fis-3269	235	8	30	30	NUM
fis-3269	235	9	>	>	PUNCT
fis-3269	235	10	>	>	X
fis-3269	235	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-3269	235	12	<	<	X
fis-3269	235	13	<	<	X
fis-3269	235	14	/tilewidth	/tilewidth	PUNCT
fis-3269	235	15	256	256	NUM
fis-3269	235	16	/tileheight	/tileheight	NUM
fis-3269	235	17	256	256	NUM
fis-3269	235	18	/quality	/quality	NOUN
fis-3269	235	19	30	30	NUM
fis-3269	235	20	>	>	PUNCT
fis-3269	235	21	>	>	X
fis-3269	235	22	/antialiasgrayimages	/antialiasgrayimages	X
fis-3269	235	23	false	false	ADJ
fis-3269	235	24	/cropgrayimages	/cropgrayimage	NOUN
fis-3269	235	25	true	true	ADJ
fis-3269	235	26	/grayimageminresolution	/grayimageminresolution	ADV
fis-3269	235	27	300	300	NUM
fis-3269	235	28	/grayimageminresolutionpolicy	/grayimageminresolutionpolicy	NOUN
fis-3269	235	29	/ok	/ok	ADJ
fis-3269	235	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
fis-3269	236	1	true	true	ADJ
fis-3269	236	2	/grayimagedownsampletype	/grayimagedownsampletype	INTJ
fis-3269	236	3	/bicubic	/bicubic	NOUN
fis-3269	236	4	/grayimageresolution	/grayimageresolution	NOUN
fis-3269	236	5	300	300	NUM
fis-3269	236	6	/grayimagedepth	/grayimagedepth	PUNCT
fis-3269	236	7	-1	-1	PUNCT
fis-3269	236	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-3269	237	1	2	2	NUM
fis-3269	237	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
fis-3269	237	3	1.50000	1.50000	NUM
fis-3269	237	4	/encodegrayimages	/encodegrayimage	NOUN
fis-3269	237	5	true	true	ADJ
fis-3269	237	6	/grayimagefilter	/grayimagefilter	NOUN
fis-3269	237	7	/dctencode	/dctencode	PUNCT
fis-3269	238	1	/autofiltergrayimages	/autofiltergrayimages	VERB
fis-3269	238	2	true	true	ADJ
fis-3269	238	3	/grayimageautofilterstrategy	/grayimageautofilterstrategy	INTJ
fis-3269	238	4	/jpeg	/jpeg	PUNCT
fis-3269	238	5	/grayacsimagedict	/grayacsimagedict	PUNCT
fis-3269	239	1	<	<	X
fis-3269	239	2	<	<	X
fis-3269	239	3	/qfactor	/qfactor	NOUN
fis-3269	239	4	0.15	0.15	NUM
fis-3269	239	5	/hsamples	/hsample	NOUN
fis-3269	240	1	[	[	X
fis-3269	240	2	1	1	NUM
fis-3269	240	3	1	1	NUM
fis-3269	240	4	1	1	NUM
fis-3269	240	5	1	1	NUM
fis-3269	240	6	]	]	PUNCT
fis-3269	240	7	/vsamples	/vsample	NOUN
fis-3269	241	1	[	[	X
fis-3269	241	2	1	1	NUM
fis-3269	241	3	1	1	NUM
fis-3269	241	4	1	1	NUM
fis-3269	241	5	1	1	NUM
fis-3269	241	6	]	]	PUNCT
fis-3269	241	7	>	>	PUNCT
fis-3269	241	8	>	>	X
fis-3269	241	9	/grayimagedict	/grayimagedict	PUNCT
fis-3269	242	1	<	<	X
fis-3269	242	2	<	<	X
fis-3269	242	3	/qfactor	/qfactor	NOUN
fis-3269	242	4	0.15	0.15	NUM
fis-3269	242	5	/hsamples	/hsample	NOUN
fis-3269	243	1	[	[	X
fis-3269	243	2	1	1	NUM
fis-3269	243	3	1	1	NUM
fis-3269	243	4	1	1	NUM
fis-3269	243	5	1	1	NUM
fis-3269	243	6	]	]	PUNCT
fis-3269	243	7	/vsamples	/vsample	NOUN
fis-3269	244	1	[	[	X
fis-3269	244	2	1	1	NUM
fis-3269	244	3	1	1	NUM
fis-3269	244	4	1	1	NUM
fis-3269	244	5	1	1	NUM
fis-3269	244	6	]	]	PUNCT
fis-3269	244	7	>	>	X
fis-3269	244	8	>	>	X
fis-3269	244	9	/jpeg2000grayacsimagedict	/jpeg2000grayacsimagedict	PUNCT
fis-3269	245	1	<	<	X
fis-3269	245	2	<	<	X
fis-3269	245	3	/tilewidth	/tilewidth	PUNCT
fis-3269	245	4	256	256	NUM
fis-3269	245	5	/tileheight	/tileheight	NUM
fis-3269	245	6	256	256	NUM
fis-3269	245	7	/quality	/quality	NOUN
fis-3269	245	8	30	30	NUM
fis-3269	245	9	>	>	PUNCT
fis-3269	245	10	>	>	X
fis-3269	245	11	/jpeg2000grayimagedict	/jpeg2000grayimagedict	PUNCT
fis-3269	245	12	<	<	X
fis-3269	245	13	<	<	X
fis-3269	245	14	/tilewidth	/tilewidth	PUNCT
fis-3269	245	15	256	256	NUM
fis-3269	245	16	/tileheight	/tileheight	NUM
fis-3269	245	17	256	256	NUM
fis-3269	245	18	/quality	/quality	NOUN
fis-3269	245	19	30	30	NUM
fis-3269	245	20	>	>	PUNCT
fis-3269	245	21	>	>	X
fis-3269	245	22	/antialiasmonoimages	/antialiasmonoimage	NOUN
fis-3269	245	23	false	false	ADJ
fis-3269	245	24	/cropmonoimages	/cropmonoimage	NOUN
fis-3269	245	25	true	true	ADJ
fis-3269	245	26	/monoimageminresolution	/monoimageminresolution	NUM
fis-3269	245	27	1200	1200	NUM
fis-3269	245	28	/monoimageminresolutionpolicy	/monoimageminresolutionpolicy	PUNCT
fis-3269	246	1	/ok	/ok	PROPN
fis-3269	246	2	/downsamplemonoimages	/downsamplemonoimage	VERB
fis-3269	247	1	true	true	ADJ
fis-3269	247	2	/monoimagedownsampletype	/monoimagedownsampletype	PUNCT
fis-3269	247	3	/bicubic	/bicubic	NOUN
fis-3269	247	4	/monoimageresolution	/monoimageresolution	NOUN
fis-3269	247	5	1200	1200	NUM
fis-3269	247	6	/monoimagedepth	/monoimagedepth	PRON
fis-3269	247	7	-1	-1	PUNCT
fis-3269	248	1	/monoimagedownsamplethreshold	/monoimagedownsamplethreshold	PUNCT
fis-3269	248	2	1.50000	1.50000	NUM
fis-3269	248	3	/encodemonoimages	/encodemonoimage	NOUN
fis-3269	248	4	true	true	ADJ
fis-3269	248	5	/monoimagefilter	/monoimagefilter	ADP
fis-3269	248	6	/ccittfaxencode	/ccittfaxencode	INTJ
fis-3269	248	7	/monoimagedict	/monoimagedict	PUNCT
fis-3269	249	1	<	<	X
fis-3269	249	2	<	<	X
fis-3269	249	3	/k	/k	PUNCT
fis-3269	249	4	-1	-1	INTJ
fis-3269	249	5	>	>	PUNCT
fis-3269	249	6	>	>	X
fis-3269	249	7	/allowpsxobjects	/allowpsxobjects	PROPN
fis-3269	249	8	false	false	ADJ
fis-3269	249	9	/checkcompliance	/checkcompliance	NOUN
fis-3269	249	10	[	[	PUNCT
fis-3269	249	11	/none	/none	X
fis-3269	249	12	]	]	PUNCT
fis-3269	249	13	/pdfx1acheck	/pdfx1acheck	PUNCT
fis-3269	249	14	false	false	ADJ
fis-3269	249	15	/pdfx3check	/pdfx3check	PUNCT
fis-3269	249	16	false	false	ADJ
fis-3269	249	17	/pdfxcompliantpdfonly	/pdfxcompliantpdfonly	ADV
fis-3269	249	18	false	false	ADJ
fis-3269	249	19	/pdfxnotrimboxerror	/pdfxnotrimboxerror	NOUN
fis-3269	249	20	true	true	ADJ
fis-3269	249	21	/pdfxtrimboxtomediaboxoffset	/pdfxtrimboxtomediaboxoffset	NOUN
fis-3269	249	22	[	[	PUNCT
fis-3269	249	23	0.00000	0.00000	NUM
fis-3269	249	24	0.00000	0.00000	NUM
fis-3269	249	25	0.00000	0.00000	NUM
fis-3269	249	26	0.00000	0.00000	NUM
fis-3269	249	27	]	]	PUNCT
fis-3269	249	28	/pdfxsetbleedboxtomediabox	/pdfxsetbleedboxtomediabox	PUNCT
fis-3269	250	1	true	true	ADJ
fis-3269	250	2	/pdfxbleedboxtotrimboxoffset	/pdfxbleedboxtotrimboxoffset	PUNCT
fis-3269	250	3	[	[	PUNCT
fis-3269	250	4	0.00000	0.00000	NUM
fis-3269	250	5	0.00000	0.00000	NUM
fis-3269	250	6	0.00000	0.00000	NUM
fis-3269	250	7	0.00000	0.00000	NUM
fis-3269	250	8	]	]	PUNCT
fis-3269	250	9	/pdfxoutputintentprofile	/pdfxoutputintentprofile	PUNCT
fis-3269	251	1	(	(	PUNCT
fis-3269	251	2	)	)	PUNCT
fis-3269	251	3	/pdfxoutputconditionidentifier	/pdfxoutputconditionidentifi	ADJ
fis-3269	251	4	(	(	PUNCT
fis-3269	251	5	)	)	PUNCT
fis-3269	251	6	/pdfxoutputcondition	/pdfxoutputcondition	PRON
fis-3269	251	7	(	(	PUNCT
fis-3269	251	8	)	)	PUNCT
fis-3269	251	9	/pdfxregistryname	/pdfxregistryname	PUNCT
fis-3269	251	10	(	(	PUNCT
fis-3269	251	11	)	)	PUNCT
fis-3269	251	12	/pdfxtrapped	/pdfxtrapped	PUNCT
fis-3269	251	13	/false	/false	INTJ
fis-3269	252	1	/createjdffile	/createjdffile	INTJ
fis-3269	252	2	false	false	ADJ
fis-3269	252	3	/description	/description	NOUN
fis-3269	253	1	<	<	X
fis-3269	253	2	<	<	X
fis-3269	253	3	/ara	/ara	PUNCT
fis-3269	253	4	<	<	X
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fis-3269	261	11	>	>	X
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fis-3269	271	3	>	>	X
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fis-3269	277	8	/suo	/suo	PROPN
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fis-3269	278	23	adobe	adobe	PROPN
fis-3269	278	24	pdf	pdf	PROPN
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fis-3269	278	26	best	well	ADV
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fis-3269	279	4	can	can	AUX
fis-3269	279	5	be	be	AUX
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fis-3269	279	8	acrobat	acrobat	PROPN
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fis-3269	279	10	adobe	adobe	PROPN
fis-3269	279	11	reader	reader	PROPN
fis-3269	279	12	5.0	5.0	NUM
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fis-3269	279	15	.	.	PUNCT
fis-3269	279	16	)	)	PUNCT
fis-3269	280	1	>	>	PUNCT
fis-3269	280	2	>	>	X
fis-3269	280	3	/namespace	/namespace	PUNCT
fis-3269	281	1	[	[	PUNCT
fis-3269	281	2	(	(	PUNCT
fis-3269	281	3	adobe	adobe	PROPN
fis-3269	281	4	)	)	PUNCT
fis-3269	281	5	(	(	PUNCT
fis-3269	281	6	common	common	ADJ
fis-3269	281	7	)	)	PUNCT
fis-3269	281	8	(	(	PUNCT
fis-3269	281	9	1.0	1.0	NUM
fis-3269	281	10	)	)	PUNCT
fis-3269	281	11	]	]	PUNCT
fis-3269	282	1	/othernamespaces	/othernamespace	VERB
fis-3269	282	2	[	[	PUNCT
fis-3269	282	3	<	<	X
fis-3269	282	4	<	<	X
fis-3269	282	5	/asreaderspreads	/asreaderspreads	X
fis-3269	282	6	false	false	ADJ
fis-3269	282	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-3269	282	8	true	true	ADJ
fis-3269	282	9	/errorcontrol	/errorcontrol	NOUN
fis-3269	283	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-3269	283	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-3269	283	3	false	false	ADJ
fis-3269	283	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-3269	283	5	false	false	ADJ
fis-3269	283	6	/includenonprinting	/includenonprinting	NOUN
fis-3269	283	7	false	false	ADJ
fis-3269	283	8	/includeslug	/includeslug	INTJ
fis-3269	283	9	false	false	ADJ
fis-3269	283	10	/namespace	/namespace	NOUN
fis-3269	284	1	[	[	PUNCT
fis-3269	284	2	(	(	PUNCT
fis-3269	284	3	adobe	adobe	PROPN
fis-3269	284	4	)	)	PUNCT
fis-3269	284	5	(	(	PUNCT
fis-3269	284	6	indesign	indesign	NOUN
fis-3269	284	7	)	)	PUNCT
fis-3269	284	8	(	(	PUNCT
fis-3269	284	9	4.0	4.0	NUM
fis-3269	284	10	)	)	PUNCT
fis-3269	284	11	]	]	PUNCT
fis-3269	284	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-3269	285	1	false	false	ADJ
fis-3269	285	2	/omitplacedeps	/omitplacedeps	INTJ
fis-3269	285	3	false	false	ADJ
fis-3269	285	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-3269	285	5	false	false	ADJ
fis-3269	285	6	/simulateoverprint	/simulateoverprint	NOUN
fis-3269	285	7	/legacy	/legacy	PUNCT
fis-3269	286	1	>	>	PUNCT
fis-3269	286	2	>	>	X
fis-3269	287	1	<	<	X
fis-3269	287	2	<	<	X
fis-3269	287	3	/addbleedmarks	/addbleedmarks	X
fis-3269	287	4	false	false	ADJ
fis-3269	287	5	/addcolorbars	/addcolorbars	INTJ
fis-3269	287	6	false	false	ADJ
fis-3269	287	7	/addcropmarks	/addcropmarks	PUNCT
fis-3269	287	8	false	false	ADJ
fis-3269	287	9	/addpageinfo	/addpageinfo	INTJ
fis-3269	287	10	false	false	ADJ
fis-3269	287	11	/addregmarks	/addregmark	NOUN
fis-3269	287	12	false	false	ADJ
fis-3269	287	13	/convertcolors	/convertcolor	NOUN
fis-3269	287	14	/converttocmyk	/converttocmyk	INTJ
fis-3269	287	15	/destinationprofilename	/destinationprofilename	PUNCT
fis-3269	287	16	(	(	PUNCT
fis-3269	287	17	)	)	PUNCT
fis-3269	287	18	/destinationprofileselector	/destinationprofileselector	NOUN
fis-3269	287	19	/documentcmyk	/documentcmyk	PUNCT
fis-3269	287	20	/downsample16bitimages	/downsample16bitimage	NOUN
fis-3269	287	21	true	true	ADJ
fis-3269	287	22	/flattenerpreset	/flattenerpreset	PUNCT
fis-3269	288	1	<	<	X
fis-3269	288	2	<	<	X
fis-3269	288	3	/presetselector	/presetselector	X
fis-3269	288	4	/mediumresolution	/mediumresolution	NOUN
fis-3269	288	5	>	>	PUNCT
fis-3269	288	6	>	>	X
fis-3269	288	7	/formelements	/formelement	NOUN
fis-3269	289	1	false	false	ADJ
fis-3269	289	2	/generatestructure	/generatestructure	PUNCT
fis-3269	289	3	false	false	ADJ
fis-3269	289	4	/includebookmarks	/includebookmark	NOUN
fis-3269	289	5	false	false	ADJ
fis-3269	289	6	/includehyperlinks	/includehyperlinks	INTJ
fis-3269	289	7	false	false	ADJ
fis-3269	289	8	/includeinteractive	/includeinteractive	ADJ
fis-3269	289	9	false	false	ADJ
fis-3269	289	10	/includelayers	/includelayer	NOUN
fis-3269	289	11	false	false	ADJ
fis-3269	289	12	/includeprofiles	/includeprofiles	INTJ
fis-3269	289	13	false	false	ADJ
fis-3269	289	14	/multimediahandling	/multimediahandling	NOUN
fis-3269	290	1	/useobjectsettings	/useobjectsettings	PRON
fis-3269	291	1	/namespace	/namespace	PUNCT
fis-3269	292	1	[	[	PUNCT
fis-3269	292	2	(	(	PUNCT
fis-3269	292	3	adobe	adobe	PROPN
fis-3269	292	4	)	)	PUNCT
fis-3269	292	5	(	(	PUNCT
fis-3269	292	6	creativesuite	creativesuite	NOUN
fis-3269	292	7	)	)	PUNCT
fis-3269	292	8	(	(	PUNCT
fis-3269	292	9	2.0	2.0	NUM
fis-3269	292	10	)	)	PUNCT
fis-3269	292	11	]	]	PUNCT
fis-3269	293	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-3269	293	2	/documentcmyk	/documentcmyk	PUNCT
fis-3269	294	1	/preserveediting	/preserveedite	VERB
fis-3269	294	2	true	true	ADJ
fis-3269	294	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-3269	294	4	/leaveuntagged	/leaveuntagge	VERB
fis-3269	294	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-3269	294	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-3269	294	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-3269	295	1	false	false	ADJ
fis-3269	295	2	>	>	PUNCT
fis-3269	295	3	>	>	X
fis-3269	295	4	]	]	PUNCT
fis-3269	295	5	>	>	PUNCT
fis-3269	295	6	>	>	X
fis-3269	295	7	setdistillerparams	setdistillerparam	NOUN
fis-3269	296	1	<	<	X
fis-3269	296	2	<	<	X
fis-3269	296	3	/hwresolution	/hwresolution	NOUN
fis-3269	297	1	[	[	X
fis-3269	297	2	2400	2400	NUM
fis-3269	297	3	2400	2400	NUM
fis-3269	297	4	]	]	PUNCT
fis-3269	297	5	/pagesize	/pagesize	X
fis-3269	298	1	[	[	X
fis-3269	298	2	612.000	612.000	NUM
fis-3269	298	3	792.000	792.000	NUM
fis-3269	298	4	]	]	PUNCT
fis-3269	298	5	>	>	PUNCT
fis-3269	298	6	>	>	X
fis-3269	298	7	setpagedevice	setpagedevice	PROPN