id	sid	tid	token	lemma	pos
fis-1633	1	1	microsoft	microsoft	PROPN
fis-1633	1	2	word	word	NOUN
fis-1633	1	3	numero_35_art_12	numero_35_art_12	PROPN
fis-1633	2	1	p.	p.	NOUN
fis-1633	2	2	bernardi	bernardi	PROPN
fis-1633	2	3	et	et	PROPN
fis-1633	2	4	al	al	PROPN
fis-1633	2	5	,	,	PUNCT
fis-1633	2	6	frattura	frattura	PROPN
fis-1633	2	7	ed	ed	PROPN
fis-1633	2	8	integrità	integrità	PROPN
fis-1633	2	9	strutturale	strutturale	PROPN
fis-1633	2	10	,	,	PUNCT
fis-1633	2	11	35	35	NUM
fis-1633	2	12	(	(	PUNCT
fis-1633	2	13	2016	2016	NUM
fis-1633	2	14	)	)	PUNCT
fis-1633	2	15	98	98	NUM
fis-1633	2	16	-	-	SYM
fis-1633	2	17	107	107	NUM
fis-1633	2	18	;	;	PUNCT
fis-1633	2	19	doi	doi	NOUN
fis-1633	2	20	:	:	PUNCT
fis-1633	2	21	10.3221	10.3221	NUM
fis-1633	2	22	/	/	SYM
fis-1633	2	23	igf	igf	PROPN
fis-1633	2	24	-	-	PUNCT
fis-1633	2	25	esis.35.12	esis.35.12	PROPN
fis-1633	2	26	98	98	NUM
fis-1633	2	27	focussed	focusse	VERB
fis-1633	2	28	on	on	ADP
fis-1633	2	29	crack	crack	NOUN
fis-1633	2	30	paths	path	NOUN
fis-1633	2	31	a	a	DET
fis-1633	2	32	non	non	ADJ
fis-1633	2	33	-	-	ADJ
fis-1633	2	34	linear	linear	ADJ
fis-1633	2	35	procedure	procedure	NOUN
fis-1633	2	36	for	for	ADP
fis-1633	2	37	the	the	DET
fis-1633	2	38	numerical	numerical	ADJ
fis-1633	2	39	analysis	analysis	NOUN
fis-1633	2	40	of	of	ADP
fis-1633	2	41	crack	crack	VERB
fis-1633	2	42	development	development	NOUN
fis-1633	2	43	in	in	ADP
fis-1633	2	44	beams	beam	NOUN
fis-1633	2	45	failing	fail	VERB
fis-1633	2	46	in	in	ADP
fis-1633	2	47	shear	shear	PROPN
fis-1633	2	48	p.	p.	PROPN
fis-1633	2	49	bernardi	bernardi	PROPN
fis-1633	2	50	,	,	PUNCT
fis-1633	2	51	r.	r.	PROPN
fis-1633	2	52	cerioni	cerioni	PROPN
fis-1633	2	53	,	,	PUNCT
fis-1633	2	54	e.	e.	PROPN
fis-1633	2	55	michelini	michelini	PROPN
fis-1633	2	56	,	,	PUNCT
fis-1633	2	57	a.	a.	NOUN
fis-1633	2	58	sirico	sirico	NOUN
fis-1633	2	59	dept	dept	PROPN
fis-1633	2	60	.	.	PROPN
fis-1633	2	61	of	of	ADP
fis-1633	2	62	civil	civil	ADJ
fis-1633	2	63	,	,	PUNCT
fis-1633	2	64	environmental	environmental	ADJ
fis-1633	2	65	,	,	PUNCT
fis-1633	2	66	land	land	NOUN
fis-1633	2	67	management	management	NOUN
fis-1633	2	68	engineering	engineering	NOUN
fis-1633	2	69	and	and	CCONJ
fis-1633	2	70	architecture	architecture	NOUN
fis-1633	2	71	,	,	PUNCT
fis-1633	2	72	university	university	NOUN
fis-1633	2	73	of	of	ADP
fis-1633	2	74	parma	parma	PROPN
fis-1633	2	75	(	(	PUNCT
fis-1633	2	76	italy	italy	PROPN
fis-1633	2	77	)	)	PUNCT
fis-1633	2	78	patrizia.bernardi@unipr.it	patrizia.bernardi@unipr.it	PROPN
fis-1633	2	79	,	,	PUNCT
fis-1633	2	80	roberto.cerioni@unipr.it	roberto.cerioni@unipr.it	NOUN
fis-1633	2	81	,	,	PUNCT
fis-1633	2	82	elena.michelini@unipr.it	elena.michelini@unipr.it	NOUN
fis-1633	2	83	,	,	PUNCT
fis-1633	2	84	alice.sirico@studenti.unipr.it	alice.sirico@studenti.unipr.it	PRON
fis-1633	2	85	abstract	abstract	NOUN
fis-1633	2	86	.	.	PUNCT
fis-1633	3	1	in	in	ADP
fis-1633	3	2	this	this	DET
fis-1633	3	3	work	work	NOUN
fis-1633	3	4	,	,	PUNCT
fis-1633	3	5	a	a	DET
fis-1633	3	6	consistent	consistent	ADJ
fis-1633	3	7	formulation	formulation	NOUN
fis-1633	3	8	for	for	ADP
fis-1633	3	9	the	the	DET
fis-1633	3	10	representation	representation	NOUN
fis-1633	3	11	of	of	ADP
fis-1633	3	12	concrete	concrete	ADJ
fis-1633	3	13	behavior	behavior	NOUN
fis-1633	3	14	before	before	ADP
fis-1633	3	15	and	and	CCONJ
fis-1633	3	16	after	after	ADP
fis-1633	3	17	cracking	cracking	NOUN
fis-1633	3	18	has	have	AUX
fis-1633	3	19	been	be	AUX
fis-1633	3	20	implemented	implement	VERB
fis-1633	3	21	into	into	ADP
fis-1633	3	22	a	a	DET
fis-1633	3	23	non	non	ADJ
fis-1633	3	24	-	-	ADJ
fis-1633	3	25	linear	linear	ADJ
fis-1633	3	26	model	model	NOUN
fis-1633	3	27	for	for	ADP
fis-1633	3	28	the	the	DET
fis-1633	3	29	analysis	analysis	NOUN
fis-1633	3	30	of	of	ADP
fis-1633	3	31	reinforced	reinforce	VERB
fis-1633	3	32	concrete	concrete	ADJ
fis-1633	3	33	structures	structure	NOUN
fis-1633	3	34	,	,	PUNCT
fis-1633	3	35	named	name	VERB
fis-1633	3	36	2d	2d	NOUN
fis-1633	3	37	-	-	PUNCT
fis-1633	3	38	parc	parc	NOUN
fis-1633	3	39	.	.	PUNCT
fis-1633	4	1	several	several	ADJ
fis-1633	4	2	researches	research	NOUN
fis-1633	4	3	have	have	AUX
fis-1633	4	4	indeed	indeed	ADV
fis-1633	4	5	pointed	point	VERB
fis-1633	4	6	out	out	ADP
fis-1633	4	7	that	that	SCONJ
fis-1633	4	8	the	the	DET
fis-1633	4	9	adoption	adoption	NOUN
fis-1633	4	10	of	of	ADP
fis-1633	4	11	an	an	DET
fis-1633	4	12	effective	effective	ADJ
fis-1633	4	13	modeling	modeling	NOUN
fis-1633	4	14	for	for	ADP
fis-1633	4	15	concrete	concrete	NOUN
fis-1633	4	16	,	,	PUNCT
fis-1633	4	17	combined	combine	VERB
fis-1633	4	18	with	with	ADP
fis-1633	4	19	an	an	DET
fis-1633	4	20	accurate	accurate	ADJ
fis-1633	4	21	failure	failure	NOUN
fis-1633	4	22	criterion	criterion	NOUN
fis-1633	4	23	,	,	PUNCT
fis-1633	4	24	is	be	AUX
fis-1633	4	25	crucial	crucial	ADJ
fis-1633	4	26	for	for	ADP
fis-1633	4	27	the	the	DET
fis-1633	4	28	correct	correct	ADJ
fis-1633	4	29	prediction	prediction	NOUN
fis-1633	4	30	of	of	ADP
fis-1633	4	31	the	the	DET
fis-1633	4	32	structural	structural	ADJ
fis-1633	4	33	behavior	behavior	NOUN
fis-1633	4	34	,	,	PUNCT
fis-1633	4	35	not	not	PART
fis-1633	4	36	only	only	ADV
fis-1633	4	37	in	in	ADP
fis-1633	4	38	terms	term	NOUN
fis-1633	4	39	of	of	ADP
fis-1633	4	40	failure	failure	NOUN
fis-1633	4	41	load	load	NOUN
fis-1633	4	42	,	,	PUNCT
fis-1633	4	43	but	but	CCONJ
fis-1633	4	44	also	also	ADV
fis-1633	4	45	with	with	ADP
fis-1633	4	46	reference	reference	NOUN
fis-1633	4	47	to	to	ADP
fis-1633	4	48	a	a	DET
fis-1633	4	49	realistic	realistic	ADJ
fis-1633	4	50	representation	representation	NOUN
fis-1633	4	51	of	of	ADP
fis-1633	4	52	crack	crack	NOUN
fis-1633	4	53	initiation	initiation	NOUN
fis-1633	4	54	and	and	CCONJ
fis-1633	4	55	development	development	NOUN
fis-1633	4	56	.	.	PUNCT
fis-1633	5	1	this	this	DET
fis-1633	5	2	last	last	ADJ
fis-1633	5	3	aspect	aspect	NOUN
fis-1633	5	4	is	be	AUX
fis-1633	5	5	particularly	particularly	ADV
fis-1633	5	6	relevant	relevant	ADJ
fis-1633	5	7	at	at	ADP
fis-1633	5	8	serviceability	serviceability	NOUN
fis-1633	5	9	conditions	condition	NOUN
fis-1633	5	10	in	in	ADP
fis-1633	5	11	order	order	NOUN
fis-1633	5	12	to	to	PART
fis-1633	5	13	verify	verify	VERB
fis-1633	5	14	the	the	DET
fis-1633	5	15	fulfillment	fulfillment	NOUN
fis-1633	5	16	of	of	ADP
fis-1633	5	17	structural	structural	ADJ
fis-1633	5	18	requirements	requirement	NOUN
fis-1633	5	19	provided	provide	VERB
fis-1633	5	20	by	by	ADP
fis-1633	5	21	design	design	NOUN
fis-1633	5	22	codes	code	NOUN
fis-1633	5	23	,	,	PUNCT
fis-1633	5	24	which	which	PRON
fis-1633	5	25	limit	limit	VERB
fis-1633	5	26	the	the	DET
fis-1633	5	27	maximum	maximum	ADJ
fis-1633	5	28	crack	crack	NOUN
fis-1633	5	29	width	width	NOUN
fis-1633	5	30	due	due	ADJ
fis-1633	5	31	to	to	ADP
fis-1633	5	32	appearance	appearance	NOUN
fis-1633	5	33	and	and	CCONJ
fis-1633	5	34	durability	durability	NOUN
fis-1633	5	35	issues	issue	NOUN
fis-1633	5	36	.	.	PUNCT
fis-1633	6	1	in	in	ADP
fis-1633	6	2	more	more	ADJ
fis-1633	6	3	details	detail	NOUN
fis-1633	6	4	,	,	PUNCT
fis-1633	6	5	a	a	DET
fis-1633	6	6	constitutive	constitutive	ADJ
fis-1633	6	7	model	model	NOUN
fis-1633	6	8	originally	originally	ADV
fis-1633	6	9	proposed	propose	VERB
fis-1633	6	10	by	by	ADP
fis-1633	6	11	ottosen	ottosen	PROPN
fis-1633	6	12	and	and	CCONJ
fis-1633	6	13	based	base	VERB
fis-1633	6	14	on	on	ADP
fis-1633	6	15	non	non	ADJ
fis-1633	6	16	-	-	ADJ
fis-1633	6	17	linear	linear	ADJ
fis-1633	6	18	elasticity	elasticity	NOUN
fis-1633	6	19	has	have	AUX
fis-1633	6	20	been	be	AUX
fis-1633	6	21	here	here	ADV
fis-1633	6	22	incorporated	incorporate	VERB
fis-1633	6	23	into	into	ADP
fis-1633	6	24	2d	2d	NOUN
fis-1633	6	25	-	-	PUNCT
fis-1633	6	26	parc	parc	NOUN
fis-1633	6	27	in	in	ADP
fis-1633	6	28	order	order	NOUN
fis-1633	6	29	to	to	PART
fis-1633	6	30	improve	improve	VERB
fis-1633	6	31	the	the	DET
fis-1633	6	32	numerical	numerical	ADJ
fis-1633	6	33	efficiency	efficiency	NOUN
fis-1633	6	34	of	of	ADP
fis-1633	6	35	the	the	DET
fis-1633	6	36	adopted	adopt	VERB
fis-1633	6	37	algorithm	algorithm	NOUN
fis-1633	6	38	,	,	PUNCT
fis-1633	6	39	providing	provide	VERB
fis-1633	6	40	at	at	ADP
fis-1633	6	41	the	the	DET
fis-1633	6	42	same	same	ADJ
fis-1633	6	43	time	time	NOUN
fis-1633	6	44	an	an	DET
fis-1633	6	45	accurate	accurate	ADJ
fis-1633	6	46	prediction	prediction	NOUN
fis-1633	6	47	of	of	ADP
fis-1633	6	48	the	the	DET
fis-1633	6	49	structural	structural	ADJ
fis-1633	6	50	response	response	NOUN
fis-1633	6	51	.	.	PUNCT
fis-1633	7	1	the	the	DET
fis-1633	7	2	effectiveness	effectiveness	NOUN
fis-1633	7	3	of	of	ADP
fis-1633	7	4	this	this	DET
fis-1633	7	5	procedure	procedure	NOUN
fis-1633	7	6	has	have	AUX
fis-1633	7	7	been	be	AUX
fis-1633	7	8	verified	verify	VERB
fis-1633	7	9	against	against	ADP
fis-1633	7	10	significant	significant	ADJ
fis-1633	7	11	experimental	experimental	ADJ
fis-1633	7	12	results	result	NOUN
fis-1633	7	13	available	available	ADJ
fis-1633	7	14	in	in	ADP
fis-1633	7	15	the	the	DET
fis-1633	7	16	technical	technical	ADJ
fis-1633	7	17	literature	literature	NOUN
fis-1633	7	18	and	and	CCONJ
fis-1633	7	19	relative	relative	ADJ
fis-1633	7	20	to	to	ADP
fis-1633	7	21	reinforced	reinforce	VERB
fis-1633	7	22	concrete	concrete	ADJ
fis-1633	7	23	beams	beam	NOUN
fis-1633	7	24	without	without	ADP
fis-1633	7	25	stirrups	stirrup	NOUN
fis-1633	7	26	failing	fail	VERB
fis-1633	7	27	in	in	ADP
fis-1633	7	28	shear	shear	NOUN
fis-1633	7	29	,	,	PUNCT
fis-1633	7	30	which	which	PRON
fis-1633	7	31	represent	represent	VERB
fis-1633	7	32	a	a	DET
fis-1633	7	33	problem	problem	NOUN
fis-1633	7	34	of	of	ADP
fis-1633	7	35	great	great	ADJ
fis-1633	7	36	theoretical	theoretical	ADJ
fis-1633	7	37	and	and	CCONJ
fis-1633	7	38	practical	practical	ADJ
fis-1633	7	39	importance	importance	NOUN
fis-1633	7	40	in	in	ADP
fis-1633	7	41	the	the	DET
fis-1633	7	42	field	field	NOUN
fis-1633	7	43	of	of	ADP
fis-1633	7	44	structural	structural	ADJ
fis-1633	7	45	engineering	engineering	NOUN
fis-1633	7	46	.	.	PUNCT
fis-1633	8	1	numerical	numerical	ADJ
fis-1633	8	2	results	result	NOUN
fis-1633	8	3	have	have	AUX
fis-1633	8	4	been	be	AUX
fis-1633	8	5	compared	compare	VERB
fis-1633	8	6	to	to	ADP
fis-1633	8	7	experimental	experimental	ADJ
fis-1633	8	8	evidences	evidence	NOUN
fis-1633	8	9	not	not	PART
fis-1633	8	10	only	only	ADV
fis-1633	8	11	in	in	ADP
fis-1633	8	12	terms	term	NOUN
fis-1633	8	13	of	of	ADP
fis-1633	8	14	global	global	ADJ
fis-1633	8	15	structural	structural	ADJ
fis-1633	8	16	response	response	NOUN
fis-1633	8	17	(	(	PUNCT
fis-1633	8	18	i.e.	i.e.	X
fis-1633	8	19	applied	applied	ADJ
fis-1633	8	20	load	load	NOUN
fis-1633	8	21	vs.	vs.	ADP
fis-1633	8	22	midspan	midspan	ADJ
fis-1633	8	23	deflection	deflection	NOUN
fis-1633	8	24	)	)	PUNCT
fis-1633	8	25	,	,	PUNCT
fis-1633	8	26	but	but	CCONJ
fis-1633	8	27	also	also	ADV
fis-1633	8	28	in	in	ADP
fis-1633	8	29	terms	term	NOUN
fis-1633	8	30	of	of	ADP
fis-1633	8	31	crack	crack	NOUN
fis-1633	8	32	pattern	pattern	NOUN
fis-1633	8	33	evolution	evolution	NOUN
fis-1633	8	34	and	and	CCONJ
fis-1633	8	35	maximum	maximum	ADJ
fis-1633	8	36	crack	crack	NOUN
fis-1633	8	37	widths	width	NOUN
fis-1633	8	38	.	.	PUNCT
fis-1633	9	1	keywords	keyword	NOUN
fis-1633	9	2	.	.	PUNCT
fis-1633	10	1	reinforced	reinforce	VERB
fis-1633	10	2	concrete	concrete	NOUN
fis-1633	10	3	;	;	PUNCT
fis-1633	10	4	constitutive	constitutive	ADJ
fis-1633	10	5	modeling	modeling	NOUN
fis-1633	10	6	;	;	PUNCT
fis-1633	10	7	biaxial	biaxial	ADJ
fis-1633	10	8	stress	stress	NOUN
fis-1633	10	9	state	state	NOUN
fis-1633	10	10	;	;	PUNCT
fis-1633	10	11	cracking	cracking	NOUN
fis-1633	10	12	;	;	PUNCT
fis-1633	10	13	fe	fe	NUM
fis-1633	10	14	analysis	analysis	NOUN
fis-1633	10	15	.	.	PUNCT
fis-1633	11	1	introduction	introduction	NOUN
fis-1633	11	2	he	he	PRON
fis-1633	11	3	analysis	analysis	NOUN
fis-1633	11	4	of	of	ADP
fis-1633	11	5	the	the	DET
fis-1633	11	6	response	response	NOUN
fis-1633	11	7	up	up	ADP
fis-1633	11	8	to	to	ADP
fis-1633	11	9	failure	failure	NOUN
fis-1633	11	10	of	of	ADP
fis-1633	11	11	reinforced	reinforce	VERB
fis-1633	11	12	concrete	concrete	NOUN
fis-1633	11	13	(	(	PUNCT
fis-1633	11	14	rc	rc	NOUN
fis-1633	11	15	)	)	PUNCT
fis-1633	11	16	structures	structure	NOUN
fis-1633	11	17	through	through	ADP
fis-1633	11	18	numerical	numerical	ADJ
fis-1633	11	19	techniques	technique	NOUN
fis-1633	11	20	requires	require	VERB
fis-1633	11	21	the	the	DET
fis-1633	11	22	adoption	adoption	NOUN
fis-1633	11	23	of	of	ADP
fis-1633	11	24	effective	effective	ADJ
fis-1633	11	25	material	material	NOUN
fis-1633	11	26	constitutive	constitutive	ADJ
fis-1633	11	27	models	model	NOUN
fis-1633	11	28	,	,	PUNCT
fis-1633	11	29	able	able	ADJ
fis-1633	11	30	to	to	PART
fis-1633	11	31	correctly	correctly	ADV
fis-1633	11	32	represent	represent	VERB
fis-1633	11	33	the	the	DET
fis-1633	11	34	behavior	behavior	NOUN
fis-1633	11	35	of	of	ADP
fis-1633	11	36	concrete	concrete	NOUN
fis-1633	11	37	and	and	CCONJ
fis-1633	11	38	steel	steel	NOUN
fis-1633	11	39	at	at	ADP
fis-1633	11	40	the	the	DET
fis-1633	11	41	element	element	ADJ
fis-1633	11	42	level	level	NOUN
fis-1633	11	43	.	.	PUNCT
fis-1633	12	1	this	this	PRON
fis-1633	12	2	represents	represent	VERB
fis-1633	12	3	a	a	DET
fis-1633	12	4	quite	quite	ADV
fis-1633	12	5	complex	complex	ADJ
fis-1633	12	6	task	task	NOUN
fis-1633	12	7	,	,	PUNCT
fis-1633	12	8	since	since	SCONJ
fis-1633	12	9	as	as	ADP
fis-1633	12	10	loading	loading	NOUN
fis-1633	12	11	increases	increase	NOUN
fis-1633	12	12	,	,	PUNCT
fis-1633	12	13	rc	rc	PROPN
fis-1633	12	14	behavior	behavior	NOUN
fis-1633	12	15	is	be	AUX
fis-1633	12	16	influenced	influence	VERB
fis-1633	12	17	by	by	ADP
fis-1633	12	18	several	several	ADJ
fis-1633	12	19	non	non	ADJ
fis-1633	12	20	-	-	ADJ
fis-1633	12	21	linear	linear	ADJ
fis-1633	12	22	mechanisms	mechanism	NOUN
fis-1633	12	23	which	which	PRON
fis-1633	12	24	often	often	ADV
fis-1633	12	25	interact	interact	VERB
fis-1633	12	26	with	with	ADP
fis-1633	12	27	each	each	DET
fis-1633	12	28	other	other	ADJ
fis-1633	12	29	,	,	PUNCT
fis-1633	12	30	such	such	ADJ
fis-1633	12	31	as	as	ADP
fis-1633	12	32	concrete	concrete	ADJ
fis-1633	12	33	cracking	cracking	NOUN
fis-1633	12	34	and	and	CCONJ
fis-1633	12	35	crushing	crush	VERB
fis-1633	12	36	,	,	PUNCT
fis-1633	12	37	aggregate	aggregate	ADJ
fis-1633	12	38	interlock	interlock	NOUN
fis-1633	12	39	,	,	PUNCT
fis-1633	12	40	bond	bond	NOUN
fis-1633	12	41	-	-	PUNCT
fis-1633	12	42	slip	slip	NOUN
fis-1633	12	43	behavior	behavior	NOUN
fis-1633	12	44	,	,	PUNCT
fis-1633	12	45	dowel	dowel	ADJ
fis-1633	12	46	action	action	NOUN
fis-1633	12	47	and	and	CCONJ
fis-1633	12	48	yielding	yielding	NOUN
fis-1633	12	49	of	of	ADP
fis-1633	12	50	reinforcement	reinforcement	NOUN
fis-1633	12	51	.	.	PUNCT
fis-1633	13	1	therefore	therefore	ADV
fis-1633	13	2	,	,	PUNCT
fis-1633	13	3	realistic	realistic	ADJ
fis-1633	13	4	simulations	simulation	NOUN
fis-1633	13	5	of	of	ADP
fis-1633	13	6	rc	rc	PROPN
fis-1633	13	7	structural	structural	ADJ
fis-1633	13	8	behavior	behavior	NOUN
fis-1633	13	9	require	require	VERB
fis-1633	13	10	a	a	DET
fis-1633	13	11	correct	correct	ADJ
fis-1633	13	12	description	description	NOUN
fis-1633	13	13	of	of	ADP
fis-1633	13	14	each	each	PRON
fis-1633	13	15	of	of	ADP
fis-1633	13	16	these	these	DET
fis-1633	13	17	phenomena	phenomenon	NOUN
fis-1633	13	18	into	into	ADP
fis-1633	13	19	the	the	DET
fis-1633	13	20	adopted	adopt	VERB
fis-1633	13	21	material	material	NOUN
fis-1633	13	22	model	model	NOUN
fis-1633	13	23	,	,	PUNCT
fis-1633	13	24	which	which	PRON
fis-1633	13	25	can	can	AUX
fis-1633	13	26	be	be	AUX
fis-1633	13	27	subsequently	subsequently	ADV
fis-1633	13	28	implemented	implement	VERB
fis-1633	13	29	within	within	ADP
fis-1633	13	30	the	the	DET
fis-1633	13	31	finite	finite	ADJ
fis-1633	13	32	element	element	NOUN
fis-1633	13	33	(	(	PUNCT
fis-1633	13	34	fe	fe	NOUN
fis-1633	13	35	)	)	PUNCT
fis-1633	13	36	framework	framework	NOUN
fis-1633	13	37	.	.	PUNCT
fis-1633	14	1	in	in	ADP
fis-1633	14	2	this	this	DET
fis-1633	14	3	context	context	NOUN
fis-1633	14	4	,	,	PUNCT
fis-1633	14	5	among	among	ADP
fis-1633	14	6	the	the	DET
fis-1633	14	7	several	several	ADJ
fis-1633	14	8	constitutive	constitutive	ADJ
fis-1633	14	9	laws	law	NOUN
fis-1633	14	10	proposed	propose	VERB
fis-1633	14	11	in	in	ADP
fis-1633	14	12	the	the	DET
fis-1633	14	13	past	past	NOUN
fis-1633	14	14	within	within	ADP
fis-1633	14	15	smeared	smeared	ADJ
fis-1633	14	16	crack	crack	NOUN
fis-1633	14	17	formulations	formulation	NOUN
fis-1633	14	18	(	(	PUNCT
fis-1633	14	19	[	[	X
fis-1633	14	20	1	1	NUM
fis-1633	14	21	-	-	SYM
fis-1633	14	22	6	6	NUM
fis-1633	14	23	]	]	PUNCT
fis-1633	14	24	,	,	PUNCT
fis-1633	14	25	just	just	ADV
fis-1633	14	26	to	to	PART
fis-1633	14	27	mention	mention	VERB
fis-1633	14	28	some	some	PRON
fis-1633	14	29	)	)	PUNCT
fis-1633	14	30	,	,	PUNCT
fis-1633	14	31	2d	2d	NOUN
fis-1633	14	32	-	-	PUNCT
fis-1633	14	33	parc	parc	NOUN
fis-1633	14	34	model	model	NOUN
fis-1633	14	35	[	[	X
fis-1633	14	36	7	7	NUM
fis-1633	14	37	]	]	PUNCT
fis-1633	14	38	represents	represent	VERB
fis-1633	14	39	an	an	DET
fis-1633	14	40	effective	effective	ADJ
fis-1633	14	41	tool	tool	NOUN
fis-1633	14	42	to	to	PART
fis-1633	14	43	perform	perform	VERB
fis-1633	14	44	non	non	ADJ
fis-1633	14	45	-	-	ADJ
fis-1633	14	46	linear	linear	ADJ
fis-1633	14	47	analyses	analysis	NOUN
fis-1633	14	48	up	up	ADP
fis-1633	14	49	to	to	ADP
fis-1633	14	50	failure	failure	NOUN
fis-1633	14	51	of	of	ADP
fis-1633	14	52	rc	rc	PROPN
fis-1633	14	53	structures	structure	NOUN
fis-1633	14	54	,	,	PUNCT
fis-1633	14	55	since	since	SCONJ
fis-1633	14	56	it	it	PRON
fis-1633	14	57	is	be	AUX
fis-1633	14	58	able	able	ADJ
fis-1633	14	59	to	to	PART
fis-1633	14	60	account	account	VERB
fis-1633	14	61	for	for	ADP
fis-1633	14	62	the	the	DET
fis-1633	14	63	most	most	ADV
fis-1633	14	64	influencing	influencing	ADJ
fis-1633	14	65	aforementioned	aforementioned	ADJ
fis-1633	14	66	contributions	contribution	NOUN
fis-1633	14	67	.	.	PUNCT
fis-1633	15	1	this	this	DET
fis-1633	15	2	model	model	NOUN
fis-1633	15	3	is	be	AUX
fis-1633	15	4	structured	structure	VERB
fis-1633	15	5	in	in	ADP
fis-1633	15	6	a	a	DET
fis-1633	15	7	modular	modular	ADJ
fis-1633	15	8	framework	framework	NOUN
fis-1633	15	9	,	,	PUNCT
fis-1633	15	10	so	so	SCONJ
fis-1633	15	11	that	that	SCONJ
fis-1633	15	12	each	each	DET
fis-1633	15	13	mechanical	mechanical	ADJ
fis-1633	15	14	phenomenon	phenomenon	NOUN
fis-1633	15	15	is	be	AUX
fis-1633	15	16	indeed	indeed	ADV
fis-1633	15	17	individually	individually	ADV
fis-1633	15	18	analyzed	analyze	VERB
fis-1633	15	19	by	by	ADP
fis-1633	15	20	using	use	VERB
fis-1633	15	21	a	a	DET
fis-1633	15	22	proper	proper	ADJ
fis-1633	15	23	constitutive	constitutive	ADJ
fis-1633	15	24	law	law	NOUN
fis-1633	15	25	and	and	CCONJ
fis-1633	15	26	then	then	ADV
fis-1633	15	27	the	the	DET
fis-1633	15	28	corresponding	corresponding	ADJ
fis-1633	15	29	contribution	contribution	NOUN
fis-1633	15	30	is	be	AUX
fis-1633	15	31	inserted	insert	VERB
fis-1633	15	32	into	into	ADP
fis-1633	15	33	a	a	DET
fis-1633	15	34	material	material	ADJ
fis-1633	15	35	stiffness	stiffness	NOUN
fis-1633	15	36	matrix	matrix	NOUN
fis-1633	15	37	.	.	PUNCT
fis-1633	16	1	in	in	ADP
fis-1633	16	2	more	more	ADJ
fis-1633	16	3	detail	detail	NOUN
fis-1633	16	4	,	,	PUNCT
fis-1633	16	5	the	the	DET
fis-1633	16	6	present	present	ADJ
fis-1633	16	7	work	work	NOUN
fis-1633	16	8	focuses	focus	VERB
fis-1633	16	9	on	on	ADP
fis-1633	16	10	the	the	DET
fis-1633	16	11	evaluation	evaluation	NOUN
fis-1633	16	12	of	of	ADP
fis-1633	16	13	concrete	concrete	ADJ
fis-1633	16	14	contribution	contribution	NOUN
fis-1633	16	15	before	before	ADP
fis-1633	16	16	and	and	CCONJ
fis-1633	16	17	after	after	ADP
fis-1633	16	18	the	the	DET
fis-1633	16	19	development	development	NOUN
fis-1633	16	20	of	of	ADP
fis-1633	16	21	cracking	cracking	NOUN
fis-1633	16	22	.	.	PUNCT
fis-1633	17	1	as	as	SCONJ
fis-1633	17	2	regards	regard	VERB
fis-1633	17	3	concrete	concrete	ADJ
fis-1633	17	4	modeling	modeling	NOUN
fis-1633	17	5	,	,	PUNCT
fis-1633	17	6	the	the	DET
fis-1633	17	7	basic	basic	ADJ
fis-1633	17	8	requirements	requirement	NOUN
fis-1633	17	9	concern	concern	VERB
fis-1633	17	10	the	the	DET
fis-1633	17	11	choice	choice	NOUN
fis-1633	17	12	of	of	ADP
fis-1633	17	13	an	an	DET
fis-1633	17	14	accurate	accurate	ADJ
fis-1633	17	15	failure	failure	NOUN
fis-1633	17	16	criterion	criterion	NOUN
fis-1633	17	17	to	to	PART
fis-1633	17	18	be	be	AUX
fis-1633	17	19	employed	employ	VERB
fis-1633	17	20	in	in	ADP
fis-1633	17	21	conjunction	conjunction	NOUN
fis-1633	17	22	with	with	ADP
fis-1633	17	23	a	a	DET
fis-1633	17	24	proper	proper	ADJ
fis-1633	17	25	non	non	ADJ
fis-1633	17	26	-	-	ADJ
fis-1633	17	27	linear	linear	ADJ
fis-1633	17	28	stress	stress	NOUN
fis-1633	17	29	-	-	PUNCT
fis-1633	17	30	strain	strain	NOUN
fis-1633	17	31	relationship	relationship	NOUN
fis-1633	17	32	.	.	PUNCT
fis-1633	18	1	the	the	DET
fis-1633	18	2	seventies	seventy	NOUN
fis-1633	18	3	have	have	AUX
fis-1633	18	4	seen	see	VERB
fis-1633	18	5	the	the	DET
fis-1633	18	6	development	development	NOUN
fis-1633	18	7	of	of	ADP
fis-1633	18	8	several	several	ADJ
fis-1633	18	9	t	t	PROPN
fis-1633	18	10	p.	p.	PROPN
fis-1633	18	11	bernardi	bernardi	PROPN
fis-1633	18	12	et	et	PROPN
fis-1633	18	13	al	al	PROPN
fis-1633	18	14	,	,	PUNCT
fis-1633	18	15	frattura	frattura	PROPN
fis-1633	18	16	ed	ed	PROPN
fis-1633	18	17	integrità	integrità	PROPN
fis-1633	18	18	strutturale	strutturale	PROPN
fis-1633	18	19	,	,	PUNCT
fis-1633	18	20	35	35	NUM
fis-1633	18	21	(	(	PUNCT
fis-1633	18	22	2016	2016	NUM
fis-1633	18	23	)	)	PUNCT
fis-1633	18	24	98	98	NUM
fis-1633	18	25	-	-	SYM
fis-1633	18	26	107	107	NUM
fis-1633	18	27	;	;	PUNCT
fis-1633	18	28	doi	doi	NOUN
fis-1633	18	29	:	:	PUNCT
fis-1633	18	30	10.3221	10.3221	NUM
fis-1633	18	31	/	/	SYM
fis-1633	18	32	igf	igf	PROPN
fis-1633	18	33	-	-	PUNCT
fis-1633	18	34	esis.35.12	esis.35.12	NOUN
fis-1633	18	35	99	99	NUM
fis-1633	18	36	failure	failure	NOUN
fis-1633	18	37	criteria	criterion	NOUN
fis-1633	18	38	derived	derive	VERB
fis-1633	18	39	from	from	ADP
fis-1633	18	40	different	different	ADJ
fis-1633	18	41	failure	failure	NOUN
fis-1633	18	42	data	datum	NOUN
fis-1633	18	43	(	(	PUNCT
fis-1633	18	44	e.g.	e.g.	ADV
fis-1633	18	45	,	,	PUNCT
fis-1633	18	46	[	[	X
fis-1633	18	47	8	8	NUM
fis-1633	18	48	-	-	SYM
fis-1633	18	49	11	11	NUM
fis-1633	18	50	]	]	PUNCT
fis-1633	18	51	)	)	PUNCT
fis-1633	18	52	,	,	PUNCT
fis-1633	18	53	which	which	PRON
fis-1633	18	54	have	have	AUX
fis-1633	18	55	pointed	point	VERB
fis-1633	18	56	out	out	ADP
fis-1633	18	57	that	that	SCONJ
fis-1633	18	58	concrete	concrete	NOUN
fis-1633	18	59	under	under	ADP
fis-1633	18	60	a	a	DET
fis-1633	18	61	biaxial	biaxial	NOUN
fis-1633	18	62	(	(	PUNCT
fis-1633	18	63	or	or	CCONJ
fis-1633	18	64	triaxial	triaxial	ADJ
fis-1633	18	65	)	)	PUNCT
fis-1633	18	66	state	state	NOUN
fis-1633	18	67	of	of	ADP
fis-1633	18	68	stress	stress	NOUN
fis-1633	18	69	exhibits	exhibit	VERB
fis-1633	18	70	different	different	ADJ
fis-1633	18	71	stiffness	stiffness	NOUN
fis-1633	18	72	,	,	PUNCT
fis-1633	18	73	strength	strength	NOUN
fis-1633	18	74	and	and	CCONJ
fis-1633	18	75	ductility	ductility	NOUN
fis-1633	18	76	than	than	ADP
fis-1633	18	77	under	under	ADP
fis-1633	18	78	uniaxial	uniaxial	ADJ
fis-1633	18	79	loading	loading	NOUN
fis-1633	18	80	.	.	PUNCT
fis-1633	19	1	consequently	consequently	ADV
fis-1633	19	2	,	,	PUNCT
fis-1633	19	3	the	the	DET
fis-1633	19	4	strength	strength	NOUN
fis-1633	19	5	characteristics	characteristic	NOUN
fis-1633	19	6	of	of	ADP
fis-1633	19	7	concrete	concrete	NOUN
fis-1633	19	8	under	under	ADP
fis-1633	19	9	a	a	DET
fis-1633	19	10	general	general	ADJ
fis-1633	19	11	multi	multi	ADJ
fis-1633	19	12	-	-	ADJ
fis-1633	19	13	axial	axial	ADJ
fis-1633	19	14	state	state	NOUN
fis-1633	19	15	of	of	ADP
fis-1633	19	16	stress	stress	NOUN
fis-1633	19	17	can	can	AUX
fis-1633	19	18	not	not	PART
fis-1633	19	19	be	be	AUX
fis-1633	19	20	reproduced	reproduce	VERB
fis-1633	19	21	into	into	ADP
fis-1633	19	22	a	a	DET
fis-1633	19	23	material	material	NOUN
fis-1633	19	24	model	model	NOUN
fis-1633	19	25	by	by	ADP
fis-1633	19	26	directly	directly	ADV
fis-1633	19	27	using	use	VERB
fis-1633	19	28	experimental	experimental	ADJ
fis-1633	19	29	uniaxial	uniaxial	ADJ
fis-1633	19	30	stress	stress	NOUN
fis-1633	19	31	-	-	PUNCT
fis-1633	19	32	strain	strain	NOUN
fis-1633	19	33	curves	curve	NOUN
fis-1633	19	34	.	.	PUNCT
fis-1633	20	1	to	to	PART
fis-1633	20	2	represent	represent	VERB
fis-1633	20	3	the	the	DET
fis-1633	20	4	problem	problem	NOUN
fis-1633	20	5	,	,	PUNCT
fis-1633	20	6	several	several	ADJ
fis-1633	20	7	mathematical	mathematical	ADJ
fis-1633	20	8	material	material	NOUN
fis-1633	20	9	models	model	NOUN
fis-1633	20	10	have	have	AUX
fis-1633	20	11	been	be	AUX
fis-1633	20	12	proposed	propose	VERB
fis-1633	20	13	,	,	PUNCT
fis-1633	20	14	which	which	PRON
fis-1633	20	15	can	can	AUX
fis-1633	20	16	be	be	AUX
fis-1633	20	17	substantially	substantially	ADV
fis-1633	20	18	divided	divide	VERB
fis-1633	20	19	into	into	ADP
fis-1633	20	20	orthotropic	orthotropic	ADJ
fis-1633	20	21	,	,	PUNCT
fis-1633	20	22	non	non	ADJ
fis-1633	20	23	-	-	ADJ
fis-1633	20	24	linear	linear	ADJ
fis-1633	20	25	elastic	elastic	ADJ
fis-1633	20	26	,	,	PUNCT
fis-1633	20	27	plastic	plastic	ADJ
fis-1633	20	28	or	or	CCONJ
fis-1633	20	29	endochronic	endochronic	ADJ
fis-1633	20	30	ones	one	NOUN
fis-1633	20	31	[	[	X
fis-1633	20	32	12	12	NUM
fis-1633	20	33	]	]	PUNCT
fis-1633	20	34	.	.	PUNCT
fis-1633	21	1	with	with	ADP
fis-1633	21	2	reference	reference	NOUN
fis-1633	21	3	to	to	ADP
fis-1633	21	4	orthotropic	orthotropic	ADJ
fis-1633	21	5	formulations	formulation	NOUN
fis-1633	21	6	,	,	PUNCT
fis-1633	21	7	a	a	DET
fis-1633	21	8	fairly	fairly	ADV
fis-1633	21	9	simple	simple	ADJ
fis-1633	21	10	solution	solution	NOUN
fis-1633	21	11	can	can	AUX
fis-1633	21	12	be	be	AUX
fis-1633	21	13	obtained	obtain	VERB
fis-1633	21	14	by	by	ADP
fis-1633	21	15	referring	refer	VERB
fis-1633	21	16	to	to	ADP
fis-1633	21	17	the	the	DET
fis-1633	21	18	concept	concept	NOUN
fis-1633	21	19	of	of	ADP
fis-1633	21	20	equivalent	equivalent	ADJ
fis-1633	21	21	uniaxial	uniaxial	ADJ
fis-1633	21	22	strain	strain	NOUN
fis-1633	21	23	,	,	PUNCT
fis-1633	21	24	as	as	SCONJ
fis-1633	21	25	originally	originally	ADV
fis-1633	21	26	proposed	propose	VERB
fis-1633	21	27	by	by	ADP
fis-1633	21	28	darwin	darwin	PROPN
fis-1633	21	29	and	and	CCONJ
fis-1633	21	30	pecknold	pecknold	VERB
fis-1633	21	31	in	in	ADP
fis-1633	21	32	[	[	X
fis-1633	21	33	13	13	NUM
fis-1633	21	34	]	]	PUNCT
fis-1633	21	35	and	and	CCONJ
fis-1633	21	36	implemented	implement	VERB
fis-1633	21	37	into	into	ADP
fis-1633	21	38	2d	2d	NOUN
fis-1633	21	39	-	-	PUNCT
fis-1633	21	40	parc	parc	NOUN
fis-1633	21	41	model	model	NOUN
fis-1633	22	1	[	[	X
fis-1633	22	2	7	7	NUM
fis-1633	22	3	]	]	PUNCT
fis-1633	22	4	.	.	PUNCT
fis-1633	23	1	an	an	DET
fis-1633	23	2	interesting	interesting	ADJ
fis-1633	23	3	model	model	NOUN
fis-1633	23	4	based	base	VERB
fis-1633	23	5	on	on	ADP
fis-1633	23	6	non	non	ADJ
fis-1633	23	7	-	-	ADJ
fis-1633	23	8	linear	linear	ADJ
fis-1633	23	9	elasticity	elasticity	NOUN
fis-1633	23	10	was	be	AUX
fis-1633	23	11	instead	instead	ADV
fis-1633	23	12	proposed	propose	VERB
fis-1633	23	13	by	by	ADP
fis-1633	23	14	ottosen	ottosen	VERB
fis-1633	23	15	[	[	X
fis-1633	23	16	14	14	NUM
fis-1633	23	17	]	]	PUNCT
fis-1633	23	18	.	.	PUNCT
fis-1633	24	1	this	this	DET
fis-1633	24	2	formulation	formulation	NOUN
fis-1633	24	3	provides	provide	VERB
fis-1633	24	4	non	non	ADJ
fis-1633	24	5	-	-	ADJ
fis-1633	24	6	linear	linear	ADJ
fis-1633	24	7	stress	stress	NOUN
fis-1633	24	8	-	-	PUNCT
fis-1633	24	9	strain	strain	NOUN
fis-1633	24	10	relations	relation	NOUN
fis-1633	24	11	for	for	ADP
fis-1633	24	12	concrete	concrete	NOUN
fis-1633	24	13	by	by	ADP
fis-1633	24	14	only	only	ADV
fis-1633	24	15	properly	properly	ADV
fis-1633	24	16	changing	change	VERB
fis-1633	24	17	the	the	DET
fis-1633	24	18	secant	secant	ADJ
fis-1633	24	19	values	value	NOUN
fis-1633	24	20	of	of	ADP
fis-1633	24	21	young	young	ADJ
fis-1633	24	22	modulus	modulus	NOUN
fis-1633	24	23	and	and	CCONJ
fis-1633	24	24	poisson	poisson	NOUN
fis-1633	24	25	ratio	ratio	NOUN
fis-1633	24	26	.	.	PUNCT
fis-1633	25	1	in	in	ADP
fis-1633	25	2	this	this	DET
fis-1633	25	3	way	way	NOUN
fis-1633	25	4	,	,	PUNCT
fis-1633	25	5	even	even	ADV
fis-1633	25	6	if	if	SCONJ
fis-1633	25	7	the	the	DET
fis-1633	25	8	model	model	NOUN
fis-1633	25	9	is	be	AUX
fis-1633	25	10	able	able	ADJ
fis-1633	25	11	to	to	PART
fis-1633	25	12	realistically	realistically	ADV
fis-1633	25	13	represent	represent	VERB
fis-1633	25	14	concrete	concrete	ADJ
fis-1633	25	15	behavior	behavior	NOUN
fis-1633	25	16	under	under	ADP
fis-1633	25	17	a	a	DET
fis-1633	25	18	general	general	ADJ
fis-1633	25	19	stress	stress	NOUN
fis-1633	25	20	state	state	NOUN
fis-1633	25	21	,	,	PUNCT
fis-1633	25	22	its	its	PRON
fis-1633	25	23	calibration	calibration	NOUN
fis-1633	25	24	is	be	AUX
fis-1633	25	25	quite	quite	ADV
fis-1633	25	26	simple	simple	ADJ
fis-1633	25	27	,	,	PUNCT
fis-1633	25	28	only	only	ADV
fis-1633	25	29	requiring	require	VERB
fis-1633	25	30	experimental	experimental	ADJ
fis-1633	25	31	data	datum	NOUN
fis-1633	25	32	obtained	obtain	VERB
fis-1633	25	33	by	by	ADP
fis-1633	25	34	standard	standard	ADJ
fis-1633	25	35	uniaxial	uniaxial	ADJ
fis-1633	25	36	tests	test	NOUN
fis-1633	25	37	.	.	PUNCT
fis-1633	26	1	for	for	ADP
fis-1633	26	2	its	its	PRON
fis-1633	26	3	flexibility	flexibility	NOUN
fis-1633	26	4	and	and	CCONJ
fis-1633	26	5	numerical	numerical	PROPN
fis-1633	26	6	feasibility	feasibility	NOUN
fis-1633	26	7	,	,	PUNCT
fis-1633	26	8	it	it	PRON
fis-1633	26	9	has	have	AUX
fis-1633	26	10	immediately	immediately	ADV
fis-1633	26	11	appeared	appear	VERB
fis-1633	26	12	suitable	suitable	ADJ
fis-1633	26	13	for	for	ADP
fis-1633	26	14	the	the	DET
fis-1633	26	15	implementation	implementation	NOUN
fis-1633	26	16	into	into	ADP
fis-1633	26	17	fe	fe	ADJ
fis-1633	26	18	programs	program	NOUN
fis-1633	26	19	,	,	PUNCT
fis-1633	26	20	and	and	CCONJ
fis-1633	26	21	applicable	applicable	ADJ
fis-1633	26	22	to	to	ADP
fis-1633	26	23	the	the	DET
fis-1633	26	24	analysis	analysis	NOUN
fis-1633	26	25	up	up	ADP
fis-1633	26	26	to	to	ADP
fis-1633	26	27	failure	failure	NOUN
fis-1633	26	28	of	of	ADP
fis-1633	26	29	different	different	ADJ
fis-1633	26	30	types	type	NOUN
fis-1633	26	31	of	of	ADP
fis-1633	26	32	rc	rc	PROPN
fis-1633	26	33	structures	structure	NOUN
fis-1633	26	34	[	[	X
fis-1633	26	35	15	15	NUM
fis-1633	26	36	,	,	PUNCT
fis-1633	26	37	16	16	NUM
fis-1633	26	38	]	]	PUNCT
fis-1633	26	39	.	.	PUNCT
fis-1633	27	1	basing	base	VERB
fis-1633	27	2	on	on	ADP
fis-1633	27	3	the	the	DET
fis-1633	27	4	approach	approach	NOUN
fis-1633	27	5	proposed	propose	VERB
fis-1633	27	6	by	by	ADP
fis-1633	27	7	ottosen	ottosen	VERB
fis-1633	27	8	[	[	X
fis-1633	27	9	14	14	NUM
fis-1633	27	10	]	]	PUNCT
fis-1633	27	11	and	and	CCONJ
fis-1633	27	12	on	on	ADP
fis-1633	27	13	the	the	DET
fis-1633	27	14	implementation	implementation	NOUN
fis-1633	27	15	performed	perform	VERB
fis-1633	27	16	by	by	ADP
fis-1633	27	17	barzegar	barzegar	NOUN
fis-1633	27	18	[	[	X
fis-1633	27	19	16	16	NUM
fis-1633	27	20	]	]	PUNCT
fis-1633	27	21	,	,	PUNCT
fis-1633	27	22	concrete	concrete	ADJ
fis-1633	27	23	modeling	modeling	NOUN
fis-1633	27	24	into	into	ADP
fis-1633	27	25	2d	2d	NOUN
fis-1633	27	26	-	-	PUNCT
fis-1633	27	27	parc	parc	NOUN
fis-1633	27	28	has	have	AUX
fis-1633	27	29	been	be	AUX
fis-1633	27	30	here	here	ADV
fis-1633	27	31	revised	revise	VERB
fis-1633	27	32	.	.	PUNCT
fis-1633	28	1	this	this	DET
fis-1633	28	2	modified	modify	VERB
fis-1633	28	3	formulation	formulation	NOUN
fis-1633	28	4	has	have	AUX
fis-1633	28	5	been	be	AUX
fis-1633	28	6	verified	verify	VERB
fis-1633	28	7	with	with	ADP
fis-1633	28	8	reference	reference	NOUN
fis-1633	28	9	to	to	ADP
fis-1633	28	10	the	the	DET
fis-1633	28	11	analysis	analysis	NOUN
fis-1633	28	12	of	of	ADP
fis-1633	28	13	rc	rc	PROPN
fis-1633	28	14	beams	beam	NOUN
fis-1633	28	15	without	without	ADP
fis-1633	28	16	shear	shear	NOUN
fis-1633	28	17	reinforcement	reinforcement	NOUN
fis-1633	28	18	[	[	X
fis-1633	28	19	17	17	NUM
fis-1633	28	20	,	,	PUNCT
fis-1633	28	21	18	18	NUM
fis-1633	28	22	]	]	PUNCT
fis-1633	28	23	,	,	PUNCT
fis-1633	28	24	where	where	SCONJ
fis-1633	28	25	concrete	concrete	ADJ
fis-1633	28	26	modeling	modeling	NOUN
fis-1633	28	27	assumes	assume	VERB
fis-1633	28	28	particular	particular	ADJ
fis-1633	28	29	relevance	relevance	NOUN
fis-1633	28	30	both	both	CCONJ
fis-1633	28	31	before	before	ADP
fis-1633	28	32	and	and	CCONJ
fis-1633	28	33	after	after	ADP
fis-1633	28	34	crack	crack	NOUN
fis-1633	28	35	pattern	pattern	NOUN
fis-1633	28	36	development	development	NOUN
fis-1633	28	37	.	.	PUNCT
fis-1633	29	1	furthermore	furthermore	ADV
fis-1633	29	2	,	,	PUNCT
fis-1633	29	3	this	this	PRON
fis-1633	29	4	represents	represent	VERB
fis-1633	29	5	a	a	DET
fis-1633	29	6	structural	structural	ADJ
fis-1633	29	7	problem	problem	NOUN
fis-1633	29	8	of	of	ADP
fis-1633	29	9	significant	significant	ADJ
fis-1633	29	10	theoretical	theoretical	ADJ
fis-1633	29	11	and	and	CCONJ
fis-1633	29	12	practical	practical	ADJ
fis-1633	29	13	importance	importance	NOUN
fis-1633	29	14	,	,	PUNCT
fis-1633	29	15	subjected	subject	VERB
fis-1633	29	16	in	in	ADP
fis-1633	29	17	the	the	DET
fis-1633	29	18	past	past	NOUN
fis-1633	29	19	to	to	ADP
fis-1633	29	20	great	great	ADJ
fis-1633	29	21	experimental	experimental	ADJ
fis-1633	29	22	efforts	effort	NOUN
fis-1633	29	23	[	[	X
fis-1633	29	24	19	19	NUM
fis-1633	29	25	,	,	PUNCT
fis-1633	29	26	20	20	NUM
fis-1633	29	27	]	]	PUNCT
fis-1633	29	28	,	,	PUNCT
fis-1633	29	29	since	since	SCONJ
fis-1633	29	30	the	the	DET
fis-1633	29	31	comprehension	comprehension	NOUN
fis-1633	29	32	of	of	ADP
fis-1633	29	33	the	the	DET
fis-1633	29	34	mechanisms	mechanism	NOUN
fis-1633	29	35	of	of	ADP
fis-1633	29	36	shear	shear	NOUN
fis-1633	29	37	transfer	transfer	NOUN
fis-1633	29	38	across	across	ADP
fis-1633	29	39	cracks	crack	NOUN
fis-1633	29	40	and	and	CCONJ
fis-1633	29	41	failure	failure	NOUN
fis-1633	29	42	in	in	ADP
fis-1633	29	43	beams	beam	NOUN
fis-1633	29	44	without	without	ADP
fis-1633	29	45	shear	shear	NOUN
fis-1633	29	46	reinforcement	reinforcement	NOUN
fis-1633	29	47	can	can	AUX
fis-1633	29	48	improve	improve	VERB
fis-1633	29	49	the	the	DET
fis-1633	29	50	knowledge	knowledge	NOUN
fis-1633	29	51	of	of	ADP
fis-1633	29	52	concrete	concrete	ADJ
fis-1633	29	53	contribution	contribution	NOUN
fis-1633	29	54	on	on	ADP
fis-1633	29	55	shear	shear	NOUN
fis-1633	29	56	strength	strength	NOUN
fis-1633	29	57	also	also	ADV
fis-1633	29	58	in	in	ADP
fis-1633	29	59	beams	beam	NOUN
fis-1633	29	60	with	with	ADP
fis-1633	29	61	web	web	NOUN
fis-1633	29	62	reinforcement	reinforcement	NOUN
fis-1633	29	63	.	.	PUNCT
fis-1633	30	1	numerical	numerical	PROPN
fis-1633	30	2	model	model	PROPN
fis-1633	30	3	he	he	PRON
fis-1633	30	4	behavior	behavior	NOUN
fis-1633	30	5	of	of	ADP
fis-1633	30	6	reinforced	reinforce	VERB
fis-1633	30	7	concrete	concrete	NOUN
fis-1633	30	8	(	(	PUNCT
fis-1633	30	9	rc	rc	NOUN
fis-1633	30	10	)	)	PUNCT
fis-1633	30	11	beams	beam	NOUN
fis-1633	30	12	without	without	ADP
fis-1633	30	13	shear	shear	NOUN
fis-1633	30	14	reinforcement	reinforcement	NOUN
fis-1633	30	15	has	have	AUX
fis-1633	30	16	been	be	AUX
fis-1633	30	17	herein	herein	NOUN
fis-1633	30	18	studied	study	VERB
fis-1633	30	19	through	through	ADP
fis-1633	30	20	a	a	DET
fis-1633	30	21	non	non	ADJ
fis-1633	30	22	-	-	ADJ
fis-1633	30	23	linear	linear	ADJ
fis-1633	30	24	finite	finite	ADJ
fis-1633	30	25	element	element	NOUN
fis-1633	30	26	(	(	PUNCT
fis-1633	30	27	nlfe	nlfe	NOUN
fis-1633	30	28	)	)	PUNCT
fis-1633	30	29	procedure	procedure	NOUN
fis-1633	30	30	.	.	PUNCT
fis-1633	31	1	in	in	ADP
fis-1633	31	2	order	order	NOUN
fis-1633	31	3	to	to	PART
fis-1633	31	4	account	account	VERB
fis-1633	31	5	for	for	ADP
fis-1633	31	6	reinforced	reinforce	VERB
fis-1633	31	7	concrete	concrete	ADJ
fis-1633	31	8	mechanical	mechanical	ADJ
fis-1633	31	9	non	non	NOUN
fis-1633	31	10	-	-	NOUN
fis-1633	31	11	linearity	linearity	NOUN
fis-1633	31	12	,	,	PUNCT
fis-1633	31	13	a	a	DET
fis-1633	31	14	suitable	suitable	ADJ
fis-1633	31	15	constitutive	constitutive	ADJ
fis-1633	31	16	model	model	NOUN
fis-1633	31	17	,	,	PUNCT
fis-1633	31	18	named	name	VERB
fis-1633	31	19	2d	2d	NOUN
fis-1633	31	20	-	-	PUNCT
fis-1633	31	21	parc	parc	NOUN
fis-1633	31	22	[	[	X
fis-1633	31	23	7	7	NUM
fis-1633	31	24	]	]	PUNCT
fis-1633	31	25	,	,	PUNCT
fis-1633	31	26	has	have	AUX
fis-1633	31	27	been	be	AUX
fis-1633	31	28	adopted	adopt	VERB
fis-1633	31	29	.	.	PUNCT
fis-1633	32	1	this	this	DET
fis-1633	32	2	constitutive	constitutive	ADJ
fis-1633	32	3	model	model	NOUN
fis-1633	32	4	is	be	AUX
fis-1633	32	5	based	base	VERB
fis-1633	32	6	on	on	ADP
fis-1633	32	7	a	a	DET
fis-1633	32	8	smeared	smear	VERB
fis-1633	32	9	-	-	PUNCT
fis-1633	32	10	fixed	fix	VERB
fis-1633	32	11	crack	crack	NOUN
fis-1633	32	12	approach	approach	NOUN
fis-1633	32	13	and	and	CCONJ
fis-1633	32	14	its	its	PRON
fis-1633	32	15	theoretical	theoretical	ADJ
fis-1633	32	16	basis	basis	NOUN
fis-1633	32	17	,	,	PUNCT
fis-1633	32	18	which	which	PRON
fis-1633	32	19	has	have	AUX
fis-1633	32	20	been	be	AUX
fis-1633	32	21	deduced	deduce	VERB
fis-1633	32	22	for	for	ADP
fis-1633	32	23	a	a	DET
fis-1633	32	24	rc	rc	PROPN
fis-1633	32	25	membrane	membrane	NOUN
fis-1633	32	26	element	element	NOUN
fis-1633	32	27	subjected	subject	VERB
fis-1633	32	28	to	to	ADP
fis-1633	32	29	general	general	ADJ
fis-1633	32	30	in	in	ADP
fis-1633	32	31	-	-	PUNCT
fis-1633	32	32	plane	plane	NOUN
fis-1633	32	33	stresses	stress	NOUN
fis-1633	32	34	,	,	PUNCT
fis-1633	32	35	can	can	AUX
fis-1633	32	36	be	be	AUX
fis-1633	32	37	found	find	VERB
fis-1633	32	38	in	in	ADP
fis-1633	32	39	details	detail	NOUN
fis-1633	32	40	in	in	ADP
fis-1633	32	41	[	[	X
fis-1633	32	42	7	7	NUM
fis-1633	32	43	]	]	PUNCT
fis-1633	32	44	and	and	CCONJ
fis-1633	32	45	in	in	ADP
fis-1633	32	46	[	[	X
fis-1633	32	47	21	21	NUM
fis-1633	32	48	,	,	PUNCT
fis-1633	32	49	22	22	NUM
fis-1633	32	50	]	]	PUNCT
fis-1633	32	51	with	with	ADP
fis-1633	32	52	reference	reference	NOUN
fis-1633	32	53	to	to	ADP
fis-1633	32	54	its	its	PRON
fis-1633	32	55	extension	extension	NOUN
fis-1633	32	56	to	to	ADP
fis-1633	32	57	the	the	DET
fis-1633	32	58	case	case	NOUN
fis-1633	32	59	of	of	ADP
fis-1633	32	60	steelfiber	steelfiber	VERB
fis-1633	32	61	reinforced	reinforce	VERB
fis-1633	32	62	concrete	concrete	NOUN
fis-1633	32	63	(	(	PUNCT
fis-1633	32	64	sfrc	sfrc	NOUN
fis-1633	32	65	)	)	PUNCT
fis-1633	32	66	elements	element	NOUN
fis-1633	32	67	or	or	CCONJ
fis-1633	32	68	to	to	ADP
fis-1633	32	69	the	the	DET
fis-1633	32	70	3d	3d	NUM
fis-1633	32	71	case	case	NOUN
fis-1633	32	72	.	.	PUNCT
fis-1633	33	1	in	in	ADP
fis-1633	33	2	the	the	DET
fis-1633	33	3	uncracked	uncracked	ADJ
fis-1633	33	4	stage	stage	NOUN
fis-1633	33	5	,	,	PUNCT
fis-1633	33	6	concrete	concrete	NOUN
fis-1633	33	7	and	and	CCONJ
fis-1633	33	8	steel	steel	NOUN
fis-1633	33	9	are	be	AUX
fis-1633	33	10	schematized	schematize	VERB
fis-1633	33	11	like	like	ADP
fis-1633	33	12	two	two	NUM
fis-1633	33	13	material	material	NOUN
fis-1633	33	14	working	work	VERB
fis-1633	33	15	in	in	ADP
fis-1633	33	16	parallel	parallel	NOUN
fis-1633	33	17	,	,	PUNCT
fis-1633	33	18	by	by	ADP
fis-1633	33	19	assuming	assume	VERB
fis-1633	33	20	perfect	perfect	ADJ
fis-1633	33	21	bond	bond	NOUN
fis-1633	33	22	between	between	ADP
fis-1633	33	23	them	they	PRON
fis-1633	33	24	.	.	PUNCT
fis-1633	34	1	when	when	SCONJ
fis-1633	34	2	the	the	DET
fis-1633	34	3	principal	principal	ADJ
fis-1633	34	4	maximum	maximum	ADJ
fis-1633	34	5	stress	stress	NOUN
fis-1633	34	6	violates	violate	VERB
fis-1633	34	7	the	the	DET
fis-1633	34	8	failure	failure	NOUN
fis-1633	34	9	envelope	envelope	NOUN
fis-1633	34	10	in	in	ADP
fis-1633	34	11	the	the	DET
fis-1633	34	12	cracking	crack	VERB
fis-1633	34	13	region	region	NOUN
fis-1633	34	14	,	,	PUNCT
fis-1633	34	15	crack	crack	NOUN
fis-1633	34	16	pattern	pattern	NOUN
fis-1633	34	17	is	be	AUX
fis-1633	34	18	assumed	assume	VERB
fis-1633	34	19	to	to	PART
fis-1633	34	20	develop	develop	VERB
fis-1633	34	21	with	with	ADP
fis-1633	34	22	a	a	DET
fis-1633	34	23	constant	constant	ADJ
fis-1633	34	24	spacing	space	VERB
fis-1633	34	25	am1	am1	PROPN
fis-1633	34	26	.	.	PUNCT
fis-1633	35	1	afterwards	afterwards	ADV
fis-1633	35	2	,	,	PUNCT
fis-1633	35	3	a	a	DET
fis-1633	35	4	strain	strain	ADJ
fis-1633	35	5	decomposition	decomposition	NOUN
fis-1633	35	6	procedure	procedure	NOUN
fis-1633	35	7	is	be	AUX
fis-1633	35	8	adopted	adopt	VERB
fis-1633	35	9	,	,	PUNCT
fis-1633	35	10	by	by	ADP
fis-1633	35	11	subdividing	subdivide	VERB
fis-1633	35	12	the	the	DET
fis-1633	35	13	total	total	ADJ
fis-1633	35	14	strain	strain	NOUN
fis-1633	35	15	into	into	ADP
fis-1633	35	16	two	two	NUM
fis-1633	35	17	components	component	NOUN
fis-1633	35	18	,	,	PUNCT
fis-1633	35	19	respectively	respectively	ADV
fis-1633	35	20	related	relate	VERB
fis-1633	35	21	to	to	ADP
fis-1633	35	22	rc	rc	PROPN
fis-1633	35	23	between	between	ADP
fis-1633	35	24	cracks	crack	NOUN
fis-1633	35	25	and	and	CCONJ
fis-1633	35	26	to	to	ADP
fis-1633	35	27	all	all	DET
fis-1633	35	28	the	the	DET
fis-1633	35	29	resistant	resistant	ADJ
fis-1633	35	30	mechanisms	mechanism	NOUN
fis-1633	35	31	that	that	PRON
fis-1633	35	32	develop	develop	VERB
fis-1633	35	33	after	after	ADP
fis-1633	35	34	crack	crack	NOUN
fis-1633	35	35	formation	formation	NOUN
fis-1633	35	36	(	(	PUNCT
fis-1633	35	37	i.e.	i.e.	X
fis-1633	35	38	aggregate	aggregate	ADJ
fis-1633	35	39	bridging	bridging	NOUN
fis-1633	35	40	and	and	CCONJ
fis-1633	35	41	interlock	interlock	NOUN
fis-1633	35	42	,	,	PUNCT
fis-1633	35	43	tension	tension	NOUN
fis-1633	35	44	stiffening	stiffening	NOUN
fis-1633	35	45	and	and	CCONJ
fis-1633	35	46	dowel	dowel	NOUN
fis-1633	35	47	action	action	NOUN
fis-1633	35	48	)	)	PUNCT
fis-1633	35	49	.	.	PUNCT
fis-1633	36	1	these	these	DET
fis-1633	36	2	resistant	resistant	ADJ
fis-1633	36	3	contributions	contribution	NOUN
fis-1633	36	4	are	be	AUX
fis-1633	36	5	expressed	express	VERB
fis-1633	36	6	as	as	ADP
fis-1633	36	7	a	a	DET
fis-1633	36	8	function	function	NOUN
fis-1633	36	9	of	of	ADP
fis-1633	36	10	two	two	NUM
fis-1633	36	11	main	main	ADJ
fis-1633	36	12	variables	variable	NOUN
fis-1633	36	13	,	,	PUNCT
fis-1633	36	14	namely	namely	ADV
fis-1633	36	15	crack	crack	VERB
fis-1633	36	16	width	width	ADJ
fis-1633	36	17	w1	w1	NOUN
fis-1633	36	18	and	and	CCONJ
fis-1633	36	19	sliding	sliding	NOUN
fis-1633	36	20	v1	v1	NOUN
fis-1633	36	21	,	,	PUNCT
fis-1633	36	22	and	and	CCONJ
fis-1633	36	23	included	include	VERB
fis-1633	36	24	into	into	ADP
fis-1633	36	25	the	the	DET
fis-1633	36	26	crack	crack	NOUN
fis-1633	36	27	stiffness	stiffness	NOUN
fis-1633	36	28	matrix	matrix	NOUN
fis-1633	37	1	[	[	X
fis-1633	37	2	dcr1	dcr1	NOUN
fis-1633	37	3	]	]	PUNCT
fis-1633	37	4	.	.	PUNCT
fis-1633	38	1	the	the	DET
fis-1633	38	2	behavior	behavior	NOUN
fis-1633	38	3	of	of	ADP
fis-1633	38	4	rc	rc	PROPN
fis-1633	38	5	between	between	ADP
fis-1633	38	6	cracks	crack	NOUN
fis-1633	38	7	is	be	AUX
fis-1633	38	8	instead	instead	ADV
fis-1633	38	9	described	describe	VERB
fis-1633	38	10	by	by	ADP
fis-1633	38	11	adopting	adopt	VERB
fis-1633	38	12	the	the	DET
fis-1633	38	13	same	same	ADJ
fis-1633	38	14	approach	approach	NOUN
fis-1633	38	15	used	use	VERB
fis-1633	38	16	in	in	ADP
fis-1633	38	17	the	the	DET
fis-1633	38	18	uncracked	uncracked	ADJ
fis-1633	38	19	stage	stage	NOUN
fis-1633	38	20	,	,	PUNCT
fis-1633	38	21	even	even	ADV
fis-1633	38	22	if	if	SCONJ
fis-1633	38	23	a	a	DET
fis-1633	38	24	slight	slight	ADJ
fis-1633	38	25	modification	modification	NOUN
fis-1633	38	26	is	be	AUX
fis-1633	38	27	operated	operate	VERB
fis-1633	38	28	on	on	ADP
fis-1633	38	29	both	both	CCONJ
fis-1633	38	30	concrete	concrete	ADJ
fis-1633	38	31	and	and	CCONJ
fis-1633	38	32	steel	steel	NOUN
fis-1633	38	33	stiffness	stiffness	NOUN
fis-1633	38	34	matrices	matrix	NOUN
fis-1633	38	35	,	,	PUNCT
fis-1633	38	36	[	[	X
fis-1633	38	37	dc	dc	X
fis-1633	38	38	]	]	PUNCT
fis-1633	38	39	and	and	CCONJ
fis-1633	38	40	[	[	X
fis-1633	38	41	ds	ds	X
fis-1633	38	42	]	]	X
fis-1633	38	43	,	,	PUNCT
fis-1633	38	44	so	so	SCONJ
fis-1633	38	45	as	as	SCONJ
fis-1633	38	46	to	to	PART
fis-1633	38	47	account	account	VERB
fis-1633	38	48	for	for	ADP
fis-1633	38	49	the	the	DET
fis-1633	38	50	degradation	degradation	NOUN
fis-1633	38	51	induced	induce	VERB
fis-1633	38	52	by	by	ADP
fis-1633	38	53	cracking	crack	VERB
fis-1633	38	54	.	.	PUNCT
fis-1633	39	1	the	the	DET
fis-1633	39	2	cracked	crack	VERB
fis-1633	39	3	rc	rc	PROPN
fis-1633	39	4	stiffness	stiffness	ADJ
fis-1633	39	5	matrix	matrix	NOUN
fis-1633	39	6	is	be	AUX
fis-1633	39	7	then	then	ADV
fis-1633	39	8	expressed	express	VERB
fis-1633	39	9	in	in	ADP
fis-1633	39	10	the	the	DET
fis-1633	39	11	following	follow	VERB
fis-1633	39	12	form	form	NOUN
fis-1633	39	13	:	:	PUNCT
fis-1633	39	14	1	1	NUM
fis-1633	39	15	1	1	NUM
fis-1633	39	16	1	1	NUM
fis-1633	39	17	1	1	NUM
fis-1633	39	18	1	1	NUM
fis-1633	39	19			PROPN
fis-1633	39	20			PROPN
fis-1633	39	21			PROPN
fis-1633	39	22			NOUN
fis-1633	39	23			PROPN
fis-1633	39	24			NOUN
fis-1633	39	25			ADV
fis-1633	39	26			VERB
fis-1633	40	1			PROPN
fis-1633	40	2			ADJ
fis-1633	40	3			PROPN
fis-1633	40	4			ADJ
fis-1633	40	5			PROPN
fis-1633	40	6			ADJ
fis-1633	40	7			PROPN
fis-1633	40	8			ADJ
fis-1633	40	9			PROPN
fis-1633	40	10			PROPN
fis-1633	40	11			ADV
fis-1633	40	12			PROPN
fis-1633	40	13			PROPN
fis-1633	40	14			PROPN
fis-1633	40	15			PROPN
fis-1633	40	16			PROPN
fis-1633	40	17			NOUN
fis-1633	40	18			NOUN
fis-1633	40	19			NOUN
fis-1633	40	20			NOUN
fis-1633	40	21			NOUN
fis-1633	40	22			NOUN
fis-1633	40	23			NOUN
fis-1633	40	24			NOUN
fis-1633	40	25			NOUN
fis-1633	40	26			NOUN
fis-1633	41	1			PROPN
fis-1633	41	2			PROPN
fis-1633	41	3			PROPN
fis-1633	41	4			PROPN
fis-1633	41	5			VERB
fis-1633	41	6			PROPN
fis-1633	41	7			NOUN
fis-1633	41	8			PROPN
fis-1633	41	9			NOUN
fis-1633	41	10			PROPN
fis-1633	41	11			NOUN
fis-1633	41	12			PROPN
fis-1633	41	13			VERB
fis-1633	41	14			VERB
fis-1633	41	15			NOUN
fis-1633	41	16			PROPN
fis-1633	41	17			NOUN
fis-1633	41	18	c	c	NOUN
fis-1633	41	19	cr	cr	NOUN
fis-1633	41	20	c	c	PROPN
fis-1633	41	21	sd	sd	PROPN
fis-1633	42	1	d	d	PROPN
fis-1633	42	2	d	d	NOUN
fis-1633	42	3	i	i	NOUN
fis-1633	42	4	d	d	PROPN
fis-1633	42	5	d	d	X
fis-1633	42	6	(	(	PUNCT
fis-1633	42	7	1	1	NUM
fis-1633	42	8	)	)	PUNCT
fis-1633	42	9	where	where	SCONJ
fis-1633	42	10	[	[	X
fis-1633	42	11	i	i	X
fis-1633	42	12	]	]	X
fis-1633	42	13	is	be	AUX
fis-1633	42	14	the	the	DET
fis-1633	42	15	identity	identity	NOUN
fis-1633	42	16	matrix	matrix	NOUN
fis-1633	42	17	.	.	PUNCT
fis-1633	43	1	this	this	DET
fis-1633	43	2	formulation	formulation	NOUN
fis-1633	43	3	has	have	AUX
fis-1633	43	4	been	be	AUX
fis-1633	43	5	successfully	successfully	ADV
fis-1633	43	6	applied	apply	VERB
fis-1633	43	7	to	to	ADP
fis-1633	43	8	the	the	DET
fis-1633	43	9	analysis	analysis	NOUN
fis-1633	43	10	of	of	ADP
fis-1633	43	11	different	different	ADJ
fis-1633	43	12	types	type	NOUN
fis-1633	43	13	of	of	ADP
fis-1633	43	14	structures	structure	NOUN
fis-1633	43	15	(	(	PUNCT
fis-1633	43	16	such	such	ADJ
fis-1633	43	17	as	as	ADP
fis-1633	43	18	panels	panel	NOUN
fis-1633	43	19	,	,	PUNCT
fis-1633	43	20	beams	beam	NOUN
fis-1633	43	21	,	,	PUNCT
fis-1633	43	22	slabs	slab	NOUN
fis-1633	43	23	,	,	PUNCT
fis-1633	43	24	etc	etc	X
fis-1633	43	25	…	…	X
fis-1633	43	26	)	)	PUNCT
fis-1633	43	27	,	,	PUNCT
fis-1633	43	28	providing	provide	VERB
fis-1633	43	29	a	a	DET
fis-1633	43	30	good	good	ADJ
fis-1633	43	31	prediction	prediction	NOUN
fis-1633	43	32	of	of	ADP
fis-1633	43	33	experimental	experimental	ADJ
fis-1633	43	34	evidences	evidence	NOUN
fis-1633	43	35	both	both	CCONJ
fis-1633	43	36	in	in	ADP
fis-1633	43	37	terms	term	NOUN
fis-1633	43	38	of	of	ADP
fis-1633	43	39	load	load	NOUN
fis-1633	43	40	-	-	PUNCT
fis-1633	43	41	deformation	deformation	NOUN
fis-1633	43	42	response	response	NOUN
fis-1633	43	43	up	up	ADP
fis-1633	43	44	to	to	ADP
fis-1633	43	45	the	the	DET
fis-1633	43	46	ultimate	ultimate	ADJ
fis-1633	43	47	capacity	capacity	NOUN
fis-1633	43	48	of	of	ADP
fis-1633	43	49	the	the	DET
fis-1633	43	50	considered	consider	VERB
fis-1633	43	51	element	element	NOUN
fis-1633	43	52	,	,	PUNCT
fis-1633	43	53	and	and	CCONJ
fis-1633	43	54	in	in	ADP
fis-1633	43	55	terms	term	NOUN
fis-1633	43	56	of	of	ADP
fis-1633	43	57	crack	crack	NOUN
fis-1633	43	58	pattern	pattern	NOUN
fis-1633	43	59	evolution	evolution	NOUN
fis-1633	43	60	and	and	CCONJ
fis-1633	43	61	failure	failure	NOUN
fis-1633	43	62	mode	mode	NOUN
fis-1633	43	63	(	(	PUNCT
fis-1633	43	64	e.g.	e.g.	ADV
fis-1633	43	65	[	[	X
fis-1633	43	66	7	7	NUM
fis-1633	43	67	,	,	PUNCT
fis-1633	43	68	23	23	NUM
fis-1633	43	69	,	,	PUNCT
fis-1633	43	70	24	24	NUM
fis-1633	43	71	]	]	PUNCT
fis-1633	43	72	)	)	PUNCT
fis-1633	43	73	.	.	PUNCT
fis-1633	44	1	however	however	ADV
fis-1633	44	2	,	,	PUNCT
fis-1633	44	3	the	the	DET
fis-1633	44	4	proposed	propose	VERB
fis-1633	44	5	algorithm	algorithm	NOUN
fis-1633	44	6	is	be	AUX
fis-1633	44	7	quite	quite	ADV
fis-1633	44	8	complex	complex	ADJ
fis-1633	44	9	and	and	CCONJ
fis-1633	44	10	requires	require	VERB
fis-1633	44	11	long	long	ADJ
fis-1633	44	12	calculation	calculation	NOUN
fis-1633	44	13	times	time	NOUN
fis-1633	44	14	,	,	PUNCT
fis-1633	44	15	which	which	PRON
fis-1633	44	16	are	be	AUX
fis-1633	44	17	mainly	mainly	ADV
fis-1633	44	18	related	relate	VERB
fis-1633	44	19	to	to	ADP
fis-1633	44	20	the	the	DET
fis-1633	44	21	approach	approach	NOUN
fis-1633	44	22	followed	follow	VERB
fis-1633	44	23	in	in	ADP
fis-1633	44	24	the	the	DET
fis-1633	44	25	evaluation	evaluation	NOUN
fis-1633	44	26	of	of	ADP
fis-1633	44	27	concrete	concrete	ADJ
fis-1633	44	28	stiffness	stiffness	NOUN
fis-1633	44	29	matrix	matrix	NOUN
fis-1633	44	30	[	[	X
fis-1633	44	31	dc	dc	X
fis-1633	44	32	]	]	PUNCT
fis-1633	44	33	.	.	PUNCT
fis-1633	45	1	both	both	PRON
fis-1633	45	2	in	in	ADP
fis-1633	45	3	the	the	DET
fis-1633	45	4	uncracked	uncracked	ADJ
fis-1633	45	5	and	and	CCONJ
fis-1633	45	6	cracked	crack	VERB
fis-1633	45	7	stage	stage	NOUN
fis-1633	45	8	,	,	PUNCT
fis-1633	45	9	concrete	concrete	NOUN
fis-1633	45	10	is	be	AUX
fis-1633	45	11	indeed	indeed	ADV
fis-1633	45	12	modeled	model	VERB
fis-1633	45	13	as	as	ADP
fis-1633	45	14	an	an	DET
fis-1633	45	15	orthotropic	orthotropic	ADJ
fis-1633	45	16	,	,	PUNCT
fis-1633	45	17	non	non	ADJ
fis-1633	45	18	-	-	ADJ
fis-1633	45	19	linear	linear	ADJ
fis-1633	45	20	elastic	elastic	ADJ
fis-1633	45	21	material	material	NOUN
fis-1633	45	22	subjected	subject	VERB
fis-1633	45	23	to	to	ADP
fis-1633	45	24	a	a	DET
fis-1633	45	25	biaxial	biaxial	ADJ
fis-1633	45	26	state	state	NOUN
fis-1633	45	27	of	of	ADP
fis-1633	45	28	stress	stress	NOUN
fis-1633	45	29	,	,	PUNCT
fis-1633	45	30	which	which	PRON
fis-1633	45	31	is	be	AUX
fis-1633	45	32	duplicated	duplicate	VERB
fis-1633	45	33	by	by	ADP
fis-1633	45	34	means	mean	NOUN
fis-1633	45	35	of	of	ADP
fis-1633	45	36	two	two	NUM
fis-1633	45	37	equivalent	equivalent	ADJ
fis-1633	45	38	uniaxial	uniaxial	ADJ
fis-1633	45	39	curves	curve	NOUN
fis-1633	45	40	,	,	PUNCT
fis-1633	45	41	following	follow	VERB
fis-1633	45	42	darwin	darwin	PROPN
fis-1633	45	43	and	and	CCONJ
fis-1633	45	44	pecknold	pecknold	VERB
fis-1633	45	45	approach	approach	NOUN
fis-1633	45	46	[	[	X
fis-1633	45	47	13	13	NUM
fis-1633	45	48	]	]	PUNCT
fis-1633	45	49	.	.	PUNCT
fis-1633	46	1	these	these	DET
fis-1633	46	2	uniaxial	uniaxial	ADJ
fis-1633	46	3	curves	curve	NOUN
fis-1633	46	4	for	for	ADP
fis-1633	46	5	concrete	concrete	NOUN
fis-1633	46	6	in	in	ADP
fis-1633	46	7	compression	compression	NOUN
fis-1633	46	8	and	and	CCONJ
fis-1633	46	9	in	in	ADP
fis-1633	46	10	tension	tension	NOUN
fis-1633	46	11	report	report	NOUN
fis-1633	46	12	the	the	DET
fis-1633	46	13	actual	actual	ADJ
fis-1633	46	14	stress	stress	NOUN
fis-1633	46	15	as	as	ADP
fis-1633	46	16	a	a	DET
fis-1633	46	17	function	function	NOUN
fis-1633	46	18	of	of	ADP
fis-1633	46	19	an	an	DET
fis-1633	46	20	equivalent	equivalent	ADJ
fis-1633	46	21	uniaxial	uniaxial	ADJ
fis-1633	46	22	strain	strain	NOUN
fis-1633	46	23	,	,	PUNCT
fis-1633	46	24	which	which	PRON
fis-1633	46	25	is	be	AUX
fis-1633	46	26	in	in	ADP
fis-1633	46	27	turn	turn	NOUN
fis-1633	46	28	determined	determine	VERB
fis-1633	46	29	according	accord	VERB
fis-1633	46	30	to	to	ADP
fis-1633	46	31	[	[	X
fis-1633	46	32	25	25	NUM
fis-1633	46	33	]	]	PUNCT
fis-1633	46	34	.	.	PUNCT
fis-1633	47	1	these	these	DET
fis-1633	47	2	curves	curve	NOUN
fis-1633	47	3	are	be	AUX
fis-1633	47	4	characterized	characterize	VERB
fis-1633	47	5	by	by	ADP
fis-1633	47	6	maximum	maximum	ADJ
fis-1633	47	7	strength	strength	NOUN
fis-1633	47	8	values	value	NOUN
fis-1633	47	9	derived	derive	VERB
fis-1633	47	10	from	from	ADP
fis-1633	47	11	an	an	DET
fis-1633	47	12	analytical	analytical	ADJ
fis-1633	47	13	t	t	NOUN
fis-1633	47	14	p.	p.	PROPN
fis-1633	47	15	bernardi	bernardi	PROPN
fis-1633	47	16	et	et	PROPN
fis-1633	47	17	al	al	PROPN
fis-1633	47	18	,	,	PUNCT
fis-1633	47	19	frattura	frattura	PROPN
fis-1633	47	20	ed	ed	PROPN
fis-1633	47	21	integrità	integrità	PROPN
fis-1633	47	22	strutturale	strutturale	PROPN
fis-1633	47	23	,	,	PUNCT
fis-1633	47	24	35	35	NUM
fis-1633	47	25	(	(	PUNCT
fis-1633	47	26	2016	2016	NUM
fis-1633	47	27	)	)	PUNCT
fis-1633	47	28	98	98	NUM
fis-1633	47	29	-	-	SYM
fis-1633	47	30	107	107	NUM
fis-1633	47	31	;	;	PUNCT
fis-1633	47	32	doi	doi	NOUN
fis-1633	47	33	:	:	PUNCT
fis-1633	47	34	10.3221	10.3221	NUM
fis-1633	47	35	/	/	SYM
fis-1633	47	36	igf	igf	PROPN
fis-1633	47	37	-	-	PUNCT
fis-1633	47	38	esis.35.12	esis.35.12	PROPN
fis-1633	47	39	100	100	NUM
fis-1633	47	40	biaxial	biaxial	NOUN
fis-1633	47	41	strength	strength	NOUN
fis-1633	47	42	envelope	envelope	NOUN
fis-1633	47	43	based	base	VERB
fis-1633	47	44	on	on	ADP
fis-1633	47	45	the	the	DET
fis-1633	47	46	one	one	NOUN
fis-1633	47	47	suggested	suggest	VERB
fis-1633	47	48	by	by	ADP
fis-1633	47	49	kupfer	kupfer	PROPN
fis-1633	47	50	et	et	PROPN
fis-1633	47	51	al	al	PROPN
fis-1633	47	52	.	.	PUNCT
fis-1633	48	1	[	[	X
fis-1633	48	2	8	8	NUM
fis-1633	48	3	]	]	PUNCT
fis-1633	48	4	(	(	PUNCT
fis-1633	48	5	see	see	VERB
fis-1633	48	6	also	also	ADV
fis-1633	48	7	[	[	X
fis-1633	48	8	7	7	X
fis-1633	48	9	]	]	PUNCT
fis-1633	48	10	for	for	ADP
fis-1633	48	11	further	further	ADJ
fis-1633	48	12	details	detail	NOUN
fis-1633	48	13	)	)	PUNCT
fis-1633	48	14	,	,	PUNCT
fis-1633	48	15	and	and	CCONJ
fis-1633	48	16	by	by	ADP
fis-1633	48	17	material	material	ADJ
fis-1633	48	18	secant	secant	ADJ
fis-1633	48	19	moduli	modulus	NOUN
fis-1633	48	20	in	in	ADP
fis-1633	48	21	the	the	DET
fis-1633	48	22	two	two	NUM
fis-1633	48	23	orthotropic	orthotropic	ADJ
fis-1633	48	24	directions	direction	NOUN
fis-1633	48	25	,	,	PUNCT
fis-1633	48	26	to	to	PART
fis-1633	48	27	be	be	AUX
fis-1633	48	28	inserted	insert	VERB
fis-1633	48	29	into	into	ADP
fis-1633	48	30	the	the	DET
fis-1633	48	31	matrix	matrix	NOUN
fis-1633	49	1	[	[	X
fis-1633	49	2	dc	dc	X
fis-1633	49	3	]	]	PUNCT
fis-1633	49	4	.	.	PUNCT
fis-1633	50	1	moreover	moreover	ADV
fis-1633	50	2	,	,	PUNCT
fis-1633	50	3	in	in	ADP
fis-1633	50	4	the	the	DET
fis-1633	50	5	cracked	cracked	ADJ
fis-1633	50	6	stage	stage	NOUN
fis-1633	50	7	the	the	DET
fis-1633	50	8	terms	term	NOUN
fis-1633	50	9	of	of	ADP
fis-1633	50	10	matrix	matrix	NOUN
fis-1633	50	11	[	[	X
fis-1633	50	12	dc	dc	X
fis-1633	50	13	]	]	X
fis-1633	50	14	are	be	AUX
fis-1633	50	15	adequately	adequately	ADV
fis-1633	50	16	softened	soften	VERB
fis-1633	50	17	through	through	ADP
fis-1633	50	18	an	an	DET
fis-1633	50	19	empirical	empirical	ADJ
fis-1633	50	20	damage	damage	NOUN
fis-1633	50	21	coefficient	coefficient	NOUN
fis-1633	50	22			X
fis-1633	50	23	related	relate	VERB
fis-1633	50	24	to	to	PART
fis-1633	50	25	crack	crack	VERB
fis-1633	50	26	width	width	ADJ
fis-1633	50	27	w1	w1	NOUN
fis-1633	50	28	,	,	PUNCT
fis-1633	50	29	whose	whose	DET
fis-1633	50	30	expression	expression	NOUN
fis-1633	50	31	can	can	AUX
fis-1633	50	32	be	be	AUX
fis-1633	50	33	still	still	ADV
fis-1633	50	34	found	find	VERB
fis-1633	50	35	in	in	ADP
fis-1633	50	36	[	[	X
fis-1633	50	37	7	7	NUM
fis-1633	50	38	]	]	PUNCT
fis-1633	50	39	.	.	PUNCT
fis-1633	51	1	the	the	DET
fis-1633	51	2	need	need	NOUN
fis-1633	51	3	of	of	ADP
fis-1633	51	4	adopting	adopt	VERB
fis-1633	51	5	a	a	DET
fis-1633	51	6	so	so	ADV
fis-1633	51	7	refined	refined	ADJ
fis-1633	51	8	model	model	NOUN
fis-1633	51	9	for	for	ADP
fis-1633	51	10	the	the	DET
fis-1633	51	11	description	description	NOUN
fis-1633	51	12	of	of	ADP
fis-1633	51	13	concrete	concrete	ADJ
fis-1633	51	14	behavior	behavior	NOUN
fis-1633	51	15	,	,	PUNCT
fis-1633	51	16	instead	instead	ADV
fis-1633	51	17	of	of	ADP
fis-1633	51	18	a	a	DET
fis-1633	51	19	simple	simple	ADJ
fis-1633	51	20	linear	linear	ADJ
fis-1633	51	21	-	-	PUNCT
fis-1633	51	22	elastic	elastic	ADJ
fis-1633	51	23	matrix	matrix	NOUN
fis-1633	51	24	,	,	PUNCT
fis-1633	51	25	is	be	AUX
fis-1633	51	26	mainly	mainly	ADV
fis-1633	51	27	aimed	aim	VERB
fis-1633	51	28	to	to	ADP
fis-1633	51	29	a	a	DET
fis-1633	51	30	correct	correct	ADJ
fis-1633	51	31	simulation	simulation	NOUN
fis-1633	51	32	of	of	ADP
fis-1633	51	33	those	those	DET
fis-1633	51	34	elements	element	NOUN
fis-1633	51	35	made	make	VERB
fis-1633	51	36	of	of	ADP
fis-1633	51	37	plain	plain	ADJ
fis-1633	51	38	concrete	concrete	NOUN
fis-1633	51	39	or	or	CCONJ
fis-1633	51	40	reinforced	reinforce	VERB
fis-1633	51	41	in	in	ADP
fis-1633	51	42	a	a	DET
fis-1633	51	43	single	single	ADJ
fis-1633	51	44	direction	direction	NOUN
fis-1633	51	45	,	,	PUNCT
fis-1633	51	46	such	such	ADJ
fis-1633	51	47	as	as	ADP
fis-1633	51	48	,	,	PUNCT
fis-1633	51	49	i.e.	i.e.	X
fis-1633	51	50	,	,	PUNCT
fis-1633	51	51	beams	beam	NOUN
fis-1633	51	52	without	without	ADP
fis-1633	51	53	shear	shear	NOUN
fis-1633	51	54	reinforcement	reinforcement	NOUN
fis-1633	51	55	.	.	PUNCT
fis-1633	52	1	in	in	ADP
fis-1633	52	2	these	these	DET
fis-1633	52	3	cases	case	NOUN
fis-1633	52	4	,	,	PUNCT
fis-1633	52	5	the	the	DET
fis-1633	52	6	structural	structural	ADJ
fis-1633	52	7	behavior	behavior	NOUN
fis-1633	52	8	is	be	AUX
fis-1633	52	9	indeed	indeed	ADV
fis-1633	52	10	mainly	mainly	ADV
fis-1633	52	11	governed	govern	VERB
fis-1633	52	12	by	by	ADP
fis-1633	52	13	concrete	concrete	ADJ
fis-1633	52	14	performances	performance	NOUN
fis-1633	52	15	,	,	PUNCT
fis-1633	52	16	and	and	CCONJ
fis-1633	52	17	consequently	consequently	ADV
fis-1633	52	18	its	its	PRON
fis-1633	52	19	correct	correct	ADJ
fis-1633	52	20	constitutive	constitutive	ADJ
fis-1633	52	21	modelling	modelling	NOUN
fis-1633	52	22	is	be	AUX
fis-1633	52	23	mandatory	mandatory	ADJ
fis-1633	52	24	for	for	ADP
fis-1633	52	25	a	a	DET
fis-1633	52	26	realistic	realistic	ADJ
fis-1633	52	27	prediction	prediction	NOUN
fis-1633	52	28	of	of	ADP
fis-1633	52	29	both	both	DET
fis-1633	52	30	element	element	ADJ
fis-1633	52	31	stiffness	stiffness	NOUN
fis-1633	52	32	and	and	CCONJ
fis-1633	52	33	strength	strength	NOUN
fis-1633	52	34	.	.	PUNCT
fis-1633	53	1	this	this	DET
fis-1633	53	2	work	work	NOUN
fis-1633	53	3	illustrates	illustrate	VERB
fis-1633	53	4	an	an	DET
fis-1633	53	5	alternative	alternative	ADJ
fis-1633	53	6	procedure	procedure	NOUN
fis-1633	53	7	that	that	PRON
fis-1633	53	8	still	still	ADV
fis-1633	53	9	allows	allow	VERB
fis-1633	53	10	a	a	DET
fis-1633	53	11	quite	quite	ADV
fis-1633	53	12	sophisticated	sophisticated	ADJ
fis-1633	53	13	representation	representation	NOUN
fis-1633	53	14	of	of	ADP
fis-1633	53	15	concrete	concrete	ADJ
fis-1633	53	16	behavior	behavior	NOUN
fis-1633	53	17	but	but	CCONJ
fis-1633	53	18	requires	require	VERB
fis-1633	53	19	a	a	DET
fis-1633	53	20	lower	low	ADJ
fis-1633	53	21	computational	computational	ADJ
fis-1633	53	22	effort	effort	NOUN
fis-1633	53	23	.	.	PUNCT
fis-1633	54	1	its	its	PRON
fis-1633	54	2	implementation	implementation	NOUN
fis-1633	54	3	into	into	ADP
fis-1633	54	4	the	the	DET
fis-1633	54	5	2d	2d	NOUN
fis-1633	54	6	-	-	PUNCT
fis-1633	54	7	parc	parc	NOUN
fis-1633	54	8	model	model	NOUN
fis-1633	54	9	is	be	AUX
fis-1633	54	10	also	also	ADV
fis-1633	54	11	briefly	briefly	ADV
fis-1633	54	12	discussed	discuss	VERB
fis-1633	54	13	.	.	PUNCT
fis-1633	55	1	modeling	modeling	NOUN
fis-1633	55	2	of	of	ADP
fis-1633	55	3	concrete	concrete	ADJ
fis-1633	55	4	behavior	behavior	NOUN
fis-1633	55	5	in	in	ADP
fis-1633	55	6	the	the	DET
fis-1633	55	7	uncracked	uncracked	ADJ
fis-1633	55	8	stage	stage	NOUN
fis-1633	55	9	the	the	DET
fis-1633	55	10	constitutive	constitutive	ADJ
fis-1633	55	11	relation	relation	NOUN
fis-1633	55	12	herein	herein	NOUN
fis-1633	55	13	adopted	adopt	VERB
fis-1633	55	14	for	for	ADP
fis-1633	55	15	concrete	concrete	ADJ
fis-1633	55	16	modeling	modeling	NOUN
fis-1633	55	17	represents	represent	VERB
fis-1633	55	18	a	a	DET
fis-1633	55	19	specialized	specialized	ADJ
fis-1633	55	20	2d	2d	NUM
fis-1633	55	21	form	form	NOUN
fis-1633	55	22	,	,	PUNCT
fis-1633	55	23	according	accord	VERB
fis-1633	55	24	to	to	ADP
fis-1633	55	25	barzegar	barzegar	NOUN
fis-1633	55	26	[	[	X
fis-1633	55	27	16	16	NUM
fis-1633	55	28	,	,	PUNCT
fis-1633	55	29	26	26	NUM
fis-1633	55	30	]	]	PUNCT
fis-1633	55	31	,	,	PUNCT
fis-1633	55	32	of	of	ADP
fis-1633	55	33	the	the	DET
fis-1633	55	34	3d	3d	ADJ
fis-1633	55	35	non	non	ADJ
fis-1633	55	36	-	-	ADJ
fis-1633	55	37	linear	linear	ADJ
fis-1633	55	38	elastic	elastic	ADJ
fis-1633	55	39	model	model	NOUN
fis-1633	55	40	originally	originally	ADV
fis-1633	55	41	proposed	propose	VERB
fis-1633	55	42	by	by	ADP
fis-1633	55	43	ottosen	ottosen	VERB
fis-1633	55	44	[	[	X
fis-1633	55	45	14	14	NUM
fis-1633	55	46	,	,	PUNCT
fis-1633	55	47	15	15	NUM
fis-1633	55	48	]	]	PUNCT
fis-1633	55	49	.	.	PUNCT
fis-1633	56	1	the	the	DET
fis-1633	56	2	main	main	ADJ
fis-1633	56	3	advantages	advantage	NOUN
fis-1633	56	4	of	of	ADP
fis-1633	56	5	this	this	DET
fis-1633	56	6	model	model	NOUN
fis-1633	56	7	lay	lie	VERB
fis-1633	56	8	on	on	ADP
fis-1633	56	9	its	its	PRON
fis-1633	56	10	simple	simple	ADJ
fis-1633	56	11	definition	definition	NOUN
fis-1633	56	12	,	,	PUNCT
fis-1633	56	13	since	since	SCONJ
fis-1633	56	14	the	the	DET
fis-1633	56	15	stress	stress	NOUN
fis-1633	56	16	-	-	PUNCT
fis-1633	56	17	strain	strain	NOUN
fis-1633	56	18	relation	relation	NOUN
fis-1633	56	19	is	be	AUX
fis-1633	56	20	expressed	express	VERB
fis-1633	56	21	as	as	ADP
fis-1633	56	22	a	a	DET
fis-1633	56	23	function	function	NOUN
fis-1633	56	24	of	of	ADP
fis-1633	56	25	only	only	ADV
fis-1633	56	26	two	two	NUM
fis-1633	56	27	parameters	parameter	NOUN
fis-1633	56	28	,	,	PUNCT
fis-1633	56	29	i.e.	i.e.	X
fis-1633	56	30	the	the	DET
fis-1633	56	31	secant	secant	ADJ
fis-1633	56	32	values	value	NOUN
fis-1633	56	33	of	of	ADP
fis-1633	56	34	the	the	DET
fis-1633	56	35	young	young	ADJ
fis-1633	56	36	modulus	modulus	NOUN
fis-1633	56	37	ec	ec	PROPN
fis-1633	56	38	and	and	CCONJ
fis-1633	56	39	of	of	ADP
fis-1633	56	40	the	the	DET
fis-1633	56	41	poisson	poisson	PROPN
fis-1633	56	42	coefficient	coefficient	PROPN
fis-1633	56	43			PROPN
fis-1633	56	44	,	,	PUNCT
fis-1633	56	45	which	which	PRON
fis-1633	56	46	are	be	AUX
fis-1633	56	47	properly	properly	ADV
fis-1633	56	48	modified	modify	VERB
fis-1633	56	49	to	to	PART
fis-1633	56	50	account	account	VERB
fis-1633	56	51	for	for	ADP
fis-1633	56	52	material	material	ADJ
fis-1633	56	53	non	non	ADJ
fis-1633	56	54	-	-	NOUN
fis-1633	56	55	linearity	linearity	NOUN
fis-1633	56	56	.	.	PUNCT
fis-1633	57	1	as	as	ADP
fis-1633	57	2	a	a	DET
fis-1633	57	3	consequence	consequence	NOUN
fis-1633	57	4	,	,	PUNCT
fis-1633	57	5	concrete	concrete	ADJ
fis-1633	57	6	stiffness	stiffness	NOUN
fis-1633	57	7	matrix	matrix	NOUN
fis-1633	57	8	[	[	X
fis-1633	57	9	dc	dc	X
fis-1633	57	10	]	]	X
fis-1633	57	11	can	can	AUX
fis-1633	57	12	be	be	AUX
fis-1633	57	13	written	write	VERB
fis-1633	57	14	as	as	ADP
fis-1633	57	15	:	:	PUNCT
fis-1633	57	16	2	2	NUM
fis-1633	57	17	1	1	NUM
fis-1633	57	18	0	0	NUM
fis-1633	57	19	1	1	NUM
fis-1633	57	20	0	0	NUM
fis-1633	57	21	1	1	NUM
fis-1633	57	22	1	1	NUM
fis-1633	57	23	0	0	NUM
fis-1633	57	24	0	0	NUM
fis-1633	57	25	2	2	NUM
fis-1633	57	26			NOUN
fis-1633	57	27			NOUN
fis-1633	57	28			PROPN
fis-1633	57	29			PROPN
fis-1633	57	30			PROPN
fis-1633	57	31			NOUN
fis-1633	57	32			NOUN
fis-1633	57	33			NOUN
fis-1633	57	34			NOUN
fis-1633	57	35			NOUN
fis-1633	57	36			PRON
fis-1633	57	37			PROPN
fis-1633	57	38			PROPN
fis-1633	57	39			PROPN
fis-1633	57	40			PROPN
fis-1633	57	41			PROPN
fis-1633	57	42			PROPN
fis-1633	57	43			NOUN
fis-1633	57	44			NOUN
fis-1633	57	45			NOUN
fis-1633	57	46			NOUN
fis-1633	57	47			VERB
fis-1633	57	48			PROPN
fis-1633	57	49	c	c	NOUN
fis-1633	57	50	c	c	NOUN
fis-1633	57	51	e	e	X
fis-1633	57	52	d	d	X
fis-1633	57	53	(	(	PUNCT
fis-1633	57	54	2	2	NUM
fis-1633	57	55	)	)	PUNCT
fis-1633	57	56	in	in	ADP
fis-1633	57	57	the	the	DET
fis-1633	57	58	global	global	ADJ
fis-1633	57	59	x	x	PROPN
fis-1633	57	60	-	-	PROPN
fis-1633	57	61	y	y	ADJ
fis-1633	57	62	co	co	ADJ
fis-1633	57	63	-	-	ADJ
fis-1633	57	64	ordinate	ordinate	ADJ
fis-1633	57	65	system	system	NOUN
fis-1633	57	66	.	.	PUNCT
fis-1633	58	1	hence	hence	ADV
fis-1633	58	2	,	,	PUNCT
fis-1633	58	3	with	with	ADP
fis-1633	58	4	respect	respect	NOUN
fis-1633	58	5	to	to	ADP
fis-1633	58	6	the	the	DET
fis-1633	58	7	previous	previous	ADJ
fis-1633	58	8	formulation	formulation	NOUN
fis-1633	58	9	implemented	implement	VERB
fis-1633	58	10	into	into	ADP
fis-1633	58	11	2d	2d	NOUN
fis-1633	58	12	-	-	PUNCT
fis-1633	58	13	parc	parc	NOUN
fis-1633	58	14	relation	relation	NOUN
fis-1633	58	15	,	,	PUNCT
fis-1633	58	16	this	this	DET
fis-1633	58	17	model	model	NOUN
fis-1633	58	18	depends	depend	VERB
fis-1633	58	19	on	on	ADP
fis-1633	58	20	a	a	DET
fis-1633	58	21	lower	low	ADJ
fis-1633	58	22	number	number	NOUN
fis-1633	58	23	of	of	ADP
fis-1633	58	24	parameters	parameter	NOUN
fis-1633	58	25	and	and	CCONJ
fis-1633	58	26	allows	allow	VERB
fis-1633	58	27	to	to	PART
fis-1633	58	28	bypass	bypass	VERB
fis-1633	58	29	the	the	DET
fis-1633	58	30	evaluation	evaluation	NOUN
fis-1633	58	31	of	of	ADP
fis-1633	58	32	the	the	DET
fis-1633	58	33	two	two	NUM
fis-1633	58	34	equivalent	equivalent	ADJ
fis-1633	58	35	uniaxial	uniaxial	ADJ
fis-1633	58	36	strains	strain	NOUN
fis-1633	58	37	,	,	PUNCT
fis-1633	58	38	so	so	ADV
fis-1633	58	39	reducing	reduce	VERB
fis-1633	58	40	the	the	DET
fis-1633	58	41	required	require	VERB
fis-1633	58	42	computational	computational	ADJ
fis-1633	58	43	effort	effort	NOUN
fis-1633	58	44	.	.	PUNCT
fis-1633	59	1	moreover	moreover	ADV
fis-1633	59	2	,	,	PUNCT
fis-1633	59	3	this	this	DET
fis-1633	59	4	model	model	NOUN
fis-1633	59	5	is	be	AUX
fis-1633	59	6	very	very	ADV
fis-1633	59	7	flexible	flexible	ADJ
fis-1633	59	8	,	,	PUNCT
fis-1633	59	9	since	since	SCONJ
fis-1633	59	10	it	it	PRON
fis-1633	59	11	can	can	AUX
fis-1633	59	12	be	be	AUX
fis-1633	59	13	used	use	VERB
fis-1633	59	14	in	in	ADP
fis-1633	59	15	conjunction	conjunction	NOUN
fis-1633	59	16	with	with	ADP
fis-1633	59	17	any	any	DET
fis-1633	59	18	failure	failure	NOUN
fis-1633	59	19	criterion	criterion	NOUN
fis-1633	59	20	,	,	PUNCT
fis-1633	59	21	by	by	ADP
fis-1633	59	22	simply	simply	ADV
fis-1633	59	23	modifying	modify	VERB
fis-1633	59	24	a	a	DET
fis-1633	59	25	single	single	ADJ
fis-1633	59	26	parameter	parameter	NOUN
fis-1633	59	27	,	,	PUNCT
fis-1633	59	28	the	the	DET
fis-1633	59	29	so	so	ADV
fis-1633	59	30	-	-	PUNCT
fis-1633	59	31	called	call	VERB
fis-1633	59	32	“	"	PUNCT
fis-1633	59	33	nonlinearity	nonlinearity	NOUN
fis-1633	59	34	index	index	NOUN
fis-1633	59	35	”	"	PUNCT
fis-1633	59	36	,	,	PUNCT
fis-1633	59	37	as	as	SCONJ
fis-1633	59	38	discussed	discuss	VERB
fis-1633	59	39	in	in	ADP
fis-1633	59	40	the	the	DET
fis-1633	59	41	following	following	NOUN
fis-1633	59	42	.	.	PUNCT
fis-1633	60	1	similarly	similarly	ADV
fis-1633	60	2	to	to	ADP
fis-1633	60	3	the	the	DET
fis-1633	60	4	original	original	ADJ
fis-1633	60	5	approach	approach	NOUN
fis-1633	60	6	of	of	ADP
fis-1633	60	7	2d	2d	NOUN
fis-1633	60	8	-	-	PUNCT
fis-1633	60	9	parc	parc	NOUN
fis-1633	60	10	,	,	PUNCT
fis-1633	60	11	the	the	DET
fis-1633	60	12	failure	failure	NOUN
fis-1633	60	13	envelope	envelope	NOUN
fis-1633	60	14	proposed	propose	VERB
fis-1633	60	15	by	by	ADP
fis-1633	60	16	kupfer	kupfer	PROPN
fis-1633	60	17	et	et	PROPN
fis-1633	60	18	al	al	PROPN
fis-1633	60	19	.	.	PUNCT
fis-1633	61	1	[	[	X
fis-1633	61	2	8	8	NUM
fis-1633	61	3	,	,	PUNCT
fis-1633	61	4	9	9	NUM
fis-1633	61	5	]	]	PUNCT
fis-1633	61	6	has	have	AUX
fis-1633	61	7	been	be	AUX
fis-1633	61	8	still	still	ADV
fis-1633	61	9	considered	consider	VERB
fis-1633	61	10	,	,	PUNCT
fis-1633	61	11	even	even	ADV
fis-1633	61	12	if	if	SCONJ
fis-1633	61	13	its	its	PRON
fis-1633	61	14	analytical	analytical	ADJ
fis-1633	61	15	expression	expression	NOUN
fis-1633	61	16	has	have	AUX
fis-1633	61	17	been	be	AUX
fis-1633	61	18	slightly	slightly	ADV
fis-1633	61	19	modified	modify	VERB
fis-1633	61	20	according	accord	VERB
fis-1633	61	21	to	to	ADP
fis-1633	61	22	[	[	X
fis-1633	61	23	16	16	NUM
fis-1633	61	24	]	]	PUNCT
fis-1633	61	25	in	in	ADP
fis-1633	61	26	the	the	DET
fis-1633	61	27	region	region	NOUN
fis-1633	61	28	corresponding	correspond	VERB
fis-1633	61	29	to	to	ADP
fis-1633	61	30	tension	tension	NOUN
fis-1633	61	31	-	-	PUNCT
fis-1633	61	32	compression	compression	NOUN
fis-1633	61	33	,	,	PUNCT
fis-1633	61	34	so	so	SCONJ
fis-1633	61	35	as	as	SCONJ
fis-1633	61	36	to	to	PART
fis-1633	61	37	avoid	avoid	VERB
fis-1633	61	38	possible	possible	ADJ
fis-1633	61	39	discontinuities	discontinuity	NOUN
fis-1633	61	40	in	in	ADP
fis-1633	61	41	those	those	DET
fis-1633	61	42	points	point	NOUN
fis-1633	61	43	where	where	SCONJ
fis-1633	61	44	the	the	DET
fis-1633	61	45	maximum	maximum	ADJ
fis-1633	61	46	principal	principal	ADJ
fis-1633	61	47	tensile	tensile	NOUN
fis-1633	61	48	stress	stress	NOUN
fis-1633	61	49	is	be	AUX
fis-1633	61	50	close	close	ADJ
fis-1633	61	51	to	to	ADP
fis-1633	61	52	zero	zero	NUM
fis-1633	61	53	.	.	PUNCT
fis-1633	62	1	fig	fig	NOUN
fis-1633	62	2	.	.	PUNCT
fis-1633	63	1	1	1	NUM
fis-1633	63	2	shows	show	VERB
fis-1633	63	3	the	the	DET
fis-1633	63	4	adopted	adopt	VERB
fis-1633	63	5	failure	failure	NOUN
fis-1633	63	6	envelope	envelope	NOUN
fis-1633	63	7	and	and	CCONJ
fis-1633	63	8	the	the	DET
fis-1633	63	9	analytical	analytical	ADJ
fis-1633	63	10	expressions	expression	NOUN
fis-1633	63	11	describing	describe	VERB
fis-1633	63	12	each	each	DET
fis-1633	63	13	considered	consider	VERB
fis-1633	63	14	region	region	NOUN
fis-1633	63	15	(	(	PUNCT
fis-1633	63	16	tension	tension	NOUN
fis-1633	63	17	-	-	PUNCT
fis-1633	63	18	tension	tension	NOUN
fis-1633	63	19	,	,	PUNCT
fis-1633	63	20	tension	tension	NOUN
fis-1633	63	21	-	-	PUNCT
fis-1633	63	22	compression	compression	NOUN
fis-1633	63	23	and	and	CCONJ
fis-1633	63	24	compression	compression	NOUN
fis-1633	63	25	-	-	PUNCT
fis-1633	63	26	compression	compression	NOUN
fis-1633	63	27	)	)	PUNCT
fis-1633	63	28	;	;	PUNCT
fis-1633	63	29	the	the	DET
fis-1633	63	30	bold	bold	ADJ
fis-1633	63	31	line	line	NOUN
fis-1633	63	32	indicates	indicate	VERB
fis-1633	63	33	the	the	DET
fis-1633	63	34	part	part	NOUN
fis-1633	63	35	of	of	ADP
fis-1633	63	36	the	the	DET
fis-1633	63	37	curve	curve	NOUN
fis-1633	63	38	effectively	effectively	ADV
fis-1633	63	39	implemented	implement	VERB
fis-1633	63	40	into	into	ADP
fis-1633	63	41	the	the	DET
fis-1633	63	42	2d	2d	NUM
fis-1633	63	43	-	-	PUNCT
fis-1633	63	44	parc	parc	NOUN
fis-1633	63	45	model	model	NOUN
fis-1633	63	46	,	,	PUNCT
fis-1633	63	47	according	accord	VERB
fis-1633	63	48	to	to	ADP
fis-1633	63	49	its	its	PRON
fis-1633	63	50	conventions	convention	NOUN
fis-1633	63	51	(	(	PUNCT
fis-1633	63	52	that	that	PRON
fis-1633	63	53	is	be	AUX
fis-1633	63	54	1c	1c	PROPN
fis-1633	63	55	≥	≥	NOUN
fis-1633	63	56	2c	2c	NUM
fis-1633	63	57	)	)	PUNCT
fis-1633	63	58	.	.	PUNCT
fis-1633	64	1	concrete	concrete	ADJ
fis-1633	64	2	secant	secant	ADJ
fis-1633	64	3	elastic	elastic	ADJ
fis-1633	64	4	modulus	modulus	NOUN
fis-1633	64	5	ec	ec	PROPN
fis-1633	64	6	is	be	AUX
fis-1633	64	7	computed	compute	VERB
fis-1633	64	8	using	use	VERB
fis-1633	64	9	a	a	DET
fis-1633	64	10	parameter	parameter	NOUN
fis-1633	64	11	called	call	VERB
fis-1633	64	12	“	"	PUNCT
fis-1633	64	13	nonlinearity	nonlinearity	NOUN
fis-1633	64	14	index	index	NOUN
fis-1633	64	15	”	"	PUNCT
fis-1633	64	16	,	,	PUNCT
fis-1633	64	17			PROPN
fis-1633	64	18	,	,	PUNCT
fis-1633	64	19	which	which	PRON
fis-1633	64	20	depends	depend	VERB
fis-1633	64	21	on	on	ADP
fis-1633	64	22	how	how	SCONJ
fis-1633	64	23	far	far	ADV
fis-1633	64	24	the	the	DET
fis-1633	64	25	current	current	ADJ
fis-1633	64	26	stress	stress	NOUN
fis-1633	64	27	point	point	NOUN
fis-1633	64	28	is	be	AUX
fis-1633	64	29	from	from	ADP
fis-1633	64	30	failure	failure	NOUN
fis-1633	64	31	and	and	CCONJ
fis-1633	64	32	is	be	AUX
fis-1633	64	33	then	then	ADV
fis-1633	64	34	related	relate	VERB
fis-1633	64	35	to	to	ADP
fis-1633	64	36	the	the	DET
fis-1633	64	37	amount	amount	NOUN
fis-1633	64	38	of	of	ADP
fis-1633	64	39	non	non	NOUN
fis-1633	64	40	-	-	NOUN
fis-1633	64	41	linearity	linearity	NOUN
fis-1633	64	42	in	in	ADP
fis-1633	64	43	the	the	DET
fis-1633	64	44	stress	stress	NOUN
fis-1633	64	45	-	-	PUNCT
fis-1633	64	46	strain	strain	NOUN
fis-1633	64	47	curves	curve	NOUN
fis-1633	64	48	[	[	X
fis-1633	64	49	14	14	NUM
fis-1633	64	50	,	,	PUNCT
fis-1633	64	51	16	16	NUM
fis-1633	64	52	]	]	PUNCT
fis-1633	64	53	.	.	PUNCT
fis-1633	65	1	in	in	ADP
fis-1633	65	2	case	case	NOUN
fis-1633	65	3	of	of	ADP
fis-1633	65	4	biaxial	biaxial	ADJ
fis-1633	65	5	compression	compression	NOUN
fis-1633	65	6	this	this	DET
fis-1633	65	7	parameter	parameter	NOUN
fis-1633	65	8	can	can	AUX
fis-1633	65	9	be	be	AUX
fis-1633	65	10	evaluated	evaluate	VERB
fis-1633	65	11	through	through	ADP
fis-1633	65	12	the	the	DET
fis-1633	65	13	expression	expression	NOUN
fis-1633	65	14	:	:	PUNCT
fis-1633	65	15	2	2	NUM
fis-1633	65	16	2	2	NUM
fis-1633	65	17			PROPN
fis-1633	65	18			PROPN
fis-1633	65	19			NOUN
fis-1633	65	20	c	c	NOUN
fis-1633	65	21	fin	fin	NOUN
fis-1633	65	22	(	(	PUNCT
fis-1633	65	23	3	3	NUM
fis-1633	65	24	)	)	PUNCT
fis-1633	65	25	where	where	SCONJ
fis-1633	65	26	2c	2c	PROPN
fis-1633	65	27	is	be	AUX
fis-1633	65	28	the	the	DET
fis-1633	65	29	maximum	maximum	ADJ
fis-1633	65	30	principal	principal	ADJ
fis-1633	65	31	compressive	compressive	ADJ
fis-1633	65	32	stress	stress	NOUN
fis-1633	65	33	and	and	CCONJ
fis-1633	65	34	2fin	2fin	NOUN
fis-1633	65	35	represents	represent	VERB
fis-1633	65	36	its	its	PRON
fis-1633	65	37	corresponding	correspond	VERB
fis-1633	65	38	value	value	NOUN
fis-1633	65	39	on	on	ADP
fis-1633	65	40	the	the	DET
fis-1633	65	41	failure	failure	NOUN
fis-1633	65	42	envelope	envelope	NOUN
fis-1633	65	43	,	,	PUNCT
fis-1633	65	44	determined	determine	VERB
fis-1633	65	45	by	by	ADP
fis-1633	65	46	keeping	keep	VERB
fis-1633	65	47	fixed	fix	VERB
fis-1633	65	48	the	the	DET
fis-1633	65	49	other	other	ADJ
fis-1633	65	50	principal	principal	ADJ
fis-1633	65	51	compressive	compressive	ADJ
fis-1633	65	52	stress	stress	NOUN
fis-1633	65	53	1c	1c	PROPN
fis-1633	65	54	(	(	PUNCT
fis-1633	65	55	being	be	AUX
fis-1633	65	56	1c	1c	PROPN
fis-1633	65	57	≥	≥	NOUN
fis-1633	65	58	2c	2c	NUM
fis-1633	65	59	,	,	PUNCT
fis-1633	65	60	and	and	CCONJ
fis-1633	65	61	assuming	assume	VERB
fis-1633	65	62	compressive	compressive	ADJ
fis-1633	65	63	stresses	stress	NOUN
fis-1633	65	64	as	as	ADP
fis-1633	65	65	negative	negative	ADJ
fis-1633	65	66	)	)	PUNCT
fis-1633	65	67	.	.	PUNCT
fis-1633	66	1	thus	thus	ADV
fis-1633	66	2	,	,	PUNCT
fis-1633	66	3			NOUN
fis-1633	66	4	<	<	X
fis-1633	66	5	1	1	NUM
fis-1633	66	6	,	,	PUNCT
fis-1633	66	7			NOUN
fis-1633	66	8	=	=	NOUN
fis-1633	66	9	1	1	NUM
fis-1633	66	10	and	and	CCONJ
fis-1633	66	11			PROPN
fis-1633	66	12	>	>	X
fis-1633	66	13	1	1	NUM
fis-1633	66	14	respectively	respectively	ADV
fis-1633	66	15	correspond	correspond	VERB
fis-1633	66	16	to	to	ADP
fis-1633	66	17	stress	stress	NOUN
fis-1633	66	18	states	state	NOUN
fis-1633	66	19	located	locate	VERB
fis-1633	66	20	inside	inside	ADV
fis-1633	66	21	,	,	PUNCT
fis-1633	66	22	on	on	ADV
fis-1633	66	23	,	,	PUNCT
fis-1633	66	24	and	and	CCONJ
fis-1633	66	25	outside	outside	ADP
fis-1633	66	26	the	the	DET
fis-1633	66	27	considered	consider	VERB
fis-1633	66	28	failure	failure	NOUN
fis-1633	66	29	curve	curve	NOUN
fis-1633	66	30	.	.	PUNCT
fis-1633	67	1	when	when	SCONJ
fis-1633	67	2	tensile	tensile	NOUN
fis-1633	67	3	stresses	stress	NOUN
fis-1633	67	4	are	be	AUX
fis-1633	67	5	present	present	ADJ
fis-1633	67	6	,	,	PUNCT
fis-1633	67	7	the	the	DET
fis-1633	67	8	nonlinearity	nonlinearity	NOUN
fis-1633	67	9	index	index	NOUN
fis-1633	67	10	is	be	AUX
fis-1633	67	11	instead	instead	ADV
fis-1633	67	12	computed	compute	VERB
fis-1633	67	13	in	in	ADP
fis-1633	67	14	terms	term	NOUN
fis-1633	67	15	of	of	ADP
fis-1633	67	16	effective	effective	ADJ
fis-1633	67	17	stresses	stress	NOUN
fis-1633	67	18	.	.	PUNCT
fis-1633	68	1	to	to	ADP
fis-1633	68	2	this	this	DET
fis-1633	68	3	aim	aim	NOUN
fis-1633	68	4	,	,	PUNCT
fis-1633	68	5	the	the	DET
fis-1633	68	6	actual	actual	ADJ
fis-1633	68	7	state	state	NOUN
fis-1633	68	8	of	of	ADP
fis-1633	68	9	stress	stress	NOUN
fis-1633	68	10	(	(	PUNCT
fis-1633	68	11	1c	1c	PROPN
fis-1633	68	12	,	,	PUNCT
fis-1633	68	13	2c	2c	NUM
fis-1633	68	14	)	)	PUNCT
fis-1633	68	15	,	,	PUNCT
fis-1633	68	16	where	where	SCONJ
fis-1633	68	17	at	at	ADV
fis-1633	68	18	least	least	ADJ
fis-1633	68	19	1c	1c	NOUN
fis-1633	68	20	is	be	AUX
fis-1633	68	21	a	a	DET
fis-1633	68	22	tensile	tensile	NOUN
fis-1633	68	23	stress	stress	NOUN
fis-1633	68	24	,	,	PUNCT
fis-1633	68	25	is	be	AUX
fis-1633	68	26	properly	properly	ADV
fis-1633	68	27	turned	turn	VERB
fis-1633	68	28	into	into	ADP
fis-1633	68	29	an	an	DET
fis-1633	68	30	“	"	PUNCT
fis-1633	68	31	equivalent	equivalent	ADJ
fis-1633	68	32	compressive	compressive	ADJ
fis-1633	68	33	case	case	NOUN
fis-1633	68	34	”	"	PUNCT
fis-1633	68	35	,	,	PUNCT
fis-1633	68	36	by	by	ADP
fis-1633	68	37	superposing	superpose	VERB
fis-1633	68	38	an	an	DET
fis-1633	68	39	hydrostatic	hydrostatic	ADJ
fis-1633	68	40	pressure	pressure	NOUN
fis-1633	68	41	-1c	-1c	PROPN
fis-1633	68	42	to	to	ADP
fis-1633	68	43	the	the	DET
fis-1633	68	44	existing	exist	VERB
fis-1633	68	45	stress	stress	NOUN
fis-1633	68	46	field	field	NOUN
fis-1633	68	47	.	.	PUNCT
fis-1633	69	1	in	in	ADP
fis-1633	69	2	this	this	DET
fis-1633	69	3	way	way	NOUN
fis-1633	69	4	,	,	PUNCT
fis-1633	69	5	a	a	DET
fis-1633	69	6	new	new	ADJ
fis-1633	69	7	state	state	NOUN
fis-1633	69	8	of	of	ADP
fis-1633	69	9	stress	stress	NOUN
fis-1633	69	10	(	(	PUNCT
fis-1633	69	11	'1c	'1c	ADJ
fis-1633	69	12	,	,	PUNCT
fis-1633	69	13	'2c	'2c	NOUN
fis-1633	69	14	)	)	PUNCT
fis-1633	69	15	=	=	SYM
fis-1633	69	16	(	(	PUNCT
fis-1633	69	17	0	0	NUM
fis-1633	69	18	,	,	PUNCT
fis-1633	69	19	2c	2c	VERB
fis-1633	69	20	1c	1c	PROPN
fis-1633	69	21	)	)	PUNCT
fis-1633	69	22	is	be	AUX
fis-1633	69	23	obtained	obtain	VERB
fis-1633	69	24	and	and	CCONJ
fis-1633	69	25	the	the	DET
fis-1633	69	26	nonlinearity	nonlinearity	NOUN
fis-1633	69	27	index	index	NOUN
fis-1633	69	28	is	be	AUX
fis-1633	69	29	evaluated	evaluate	VERB
fis-1633	69	30	as	as	ADP
fis-1633	69	31	:	:	PUNCT
fis-1633	69	32	p.	p.	NOUN
fis-1633	69	33	bernardi	bernardi	PROPN
fis-1633	69	34	et	et	PROPN
fis-1633	69	35	al	al	PROPN
fis-1633	69	36	,	,	PUNCT
fis-1633	69	37	frattura	frattura	PROPN
fis-1633	69	38	ed	ed	PROPN
fis-1633	69	39	integrità	integrità	PROPN
fis-1633	69	40	strutturale	strutturale	PROPN
fis-1633	69	41	,	,	PUNCT
fis-1633	69	42	35	35	NUM
fis-1633	69	43	(	(	PUNCT
fis-1633	69	44	2016	2016	NUM
fis-1633	69	45	)	)	PUNCT
fis-1633	69	46	98	98	NUM
fis-1633	69	47	-	-	SYM
fis-1633	69	48	107	107	NUM
fis-1633	69	49	;	;	PUNCT
fis-1633	69	50	doi	doi	NOUN
fis-1633	69	51	:	:	PUNCT
fis-1633	69	52	10.3221	10.3221	NUM
fis-1633	69	53	/	/	SYM
fis-1633	69	54	igf	igf	PROPN
fis-1633	69	55	-	-	PUNCT
fis-1633	69	56	esis.35.12	esis.35.12	PROPN
fis-1633	69	57	101	101	NUM
fis-1633	69	58	2	2	NUM
fis-1633	69	59	2	2	NUM
fis-1633	69	60	1	1	NUM
fis-1633	69	61	2	2	NUM
fis-1633	69	62	'	'	PUNCT
fis-1633	69	63	'	'	PUNCT
fis-1633	70	1			PROPN
fis-1633	70	2			X
fis-1633	70	3			PROPN
fis-1633	70	4			PROPN
fis-1633	70	5			NOUN
fis-1633	70	6			NUM
fis-1633	70	7	c	c	PROPN
fis-1633	70	8	c	c	NOUN
fis-1633	70	9	c	c	NOUN
fis-1633	70	10	fin	fin	NOUN
fis-1633	70	11	cf	cf	NOUN
fis-1633	70	12	(	(	PUNCT
fis-1633	70	13	4	4	NUM
fis-1633	70	14	)	)	PUNCT
fis-1633	70	15	where	where	SCONJ
fis-1633	70	16	fc	fc	PROPN
fis-1633	70	17	is	be	AUX
fis-1633	70	18	the	the	DET
fis-1633	70	19	uniaxial	uniaxial	ADJ
fis-1633	70	20	compressive	compressive	ADJ
fis-1633	70	21	strength	strength	NOUN
fis-1633	70	22	of	of	ADP
fis-1633	70	23	concrete	concrete	NOUN
fis-1633	70	24	.	.	PUNCT
fis-1633	71	1	by	by	ADP
fis-1633	71	2	following	follow	VERB
fis-1633	71	3	this	this	DET
fis-1633	71	4	procedure	procedure	NOUN
fis-1633	71	5	,	,	PUNCT
fis-1633	71	6	the	the	DET
fis-1633	71	7	value	value	NOUN
fis-1633	71	8	of	of	ADP
fis-1633	71	9			PROPN
fis-1633	71	10	is	be	AUX
fis-1633	71	11	properly	properly	ADV
fis-1633	71	12	reduced	reduce	VERB
fis-1633	71	13	when	when	SCONJ
fis-1633	71	14	tensile	tensile	NOUN
fis-1633	71	15	stresses	stress	NOUN
fis-1633	71	16	occur	occur	VERB
fis-1633	71	17	;	;	PUNCT
fis-1633	71	18	thus	thus	ADV
fis-1633	71	19	,	,	PUNCT
fis-1633	71	20			NOUN
fis-1633	71	21	<	<	X
fis-1633	71	22	1	1	NUM
fis-1633	71	23	always	always	ADV
fis-1633	71	24	holds	hold	VERB
fis-1633	71	25	in	in	ADP
fis-1633	71	26	this	this	DET
fis-1633	71	27	case	case	NOUN
fis-1633	71	28	.	.	PUNCT
fis-1633	72	1	-1.4	-1.4	NUM
fis-1633	72	2	-1	-1	PROPN
fis-1633	72	3	-0.6	-0.6	X
fis-1633	72	4	-0.2	-0.2	PROPN
fis-1633	72	5	0.2	0.2	NUM
fis-1633	72	6	-1.4	-1.4	PROPN
fis-1633	72	7	-1	-1	PROPN
fis-1633	72	8	-0.6	-0.6	X
fis-1633	72	9	-0.2	-0.2	PROPN
fis-1633	72	10	0.2	0.2	NUM
fis-1633	72	11			PROPN
fis-1633	72	12	2	2	NUM
fis-1633	72	13	c	c	NOUN
fis-1633	72	14	/	/	SYM
fis-1633	72	15	|f	|f	PROPN
fis-1633	72	16	c|	c|	PROPN
fis-1633	72	17	1c	1c	PROPN
fis-1633	72	18	/	/	SYM
fis-1633	72	19	|fc|	|fc|	PROPN
fis-1633	72	20	1c	1c	PROPN
fis-1633	72	21	2c	2c	VERB
fis-1633	72	22	tension	tension	NOUN
fis-1633	72	23	-	-	PUNCT
fis-1633	72	24	tension	tension	NOUN
fis-1633	72	25	1	1	NUM
fis-1633	72	26	max1max2	max1max2	NOUN
fis-1633	72	27	max1	max1	PROPN
fis-1633	72	28			NUM
fis-1633	72	29			NUM
fis-1633	73	1			NUM
fis-1633	73	2			PUNCT
fis-1633	73	3			PROPN
fis-1633	73	4			PROPN
fis-1633	73	5	ctf	ctf	NOUN
fis-1633	73	6	tension	tension	NOUN
fis-1633	73	7	-	-	PUNCT
fis-1633	73	8	compression	compression	NOUN
fis-1633	73	9	k	k	PROPN
fis-1633	74	1	k	k	PROPN
fis-1633	74	2	f	f	PROPN
fis-1633	75	1	ct	ct	PROPN
fis-1633	75	2	73.0	73.0	NUM
fis-1633	75	3	6.0	6.0	NUM
fis-1633	75	4	max2max1	max2max1	PROPN
fis-1633	75	5	max2	max2	NOUN
fis-1633	75	6			PROPN
fis-1633	75	7			PROPN
fis-1633	75	8			PROPN
fis-1633	75	9			PRON
fis-1633	75	10			NOUN
fis-1633	75	11			VERB
fis-1633	75	12			X
fis-1633	75	13			PROPN
fis-1633	75	14	cct	cct	PROPN
fis-1633	75	15	ffk	ffk	NOUN
fis-1633	75	16	k	k	PROPN
fis-1633	75	17			PROPN
fis-1633	75	18			PROPN
fis-1633	75	19	73.0lim	73.0lim	PROPN
fis-1633	75	20	compression	compression	NOUN
fis-1633	75	21	-	-	PUNCT
fis-1633	75	22	tension	tension	NOUN
fis-1633	75	23			NOUN
fis-1633	75	24			PROPN
fis-1633	75	25	073.0	073.0	NUM
fis-1633	75	26	56.6699	56.6699	NUM
fis-1633	75	27	8.12	8.12	NUM
fis-1633	75	28	max2max1	max2max1	PROPN
fis-1633	75	29	22	22	NUM
fis-1633	75	30	max2	max2	NOUN
fis-1633	75	31			NUM
fis-1633	75	32			NUM
fis-1633	75	33			NOUN
fis-1633	75	34			NOUN
fis-1633	75	35			PROPN
fis-1633	75	36			PROPN
fis-1633	75	37			NOUN
fis-1633	75	38			X
fis-1633	75	39			VERB
fis-1633	75	40			PROPN
fis-1633	75	41	k	k	PROPN
fis-1633	76	1	kkk	kkk	PROPN
fis-1633	76	2	k	k	PROPN
fis-1633	77	1	f	f	X
fis-1633	77	2	c	c	PROPN
fis-1633	77	3	compression	compression	NOUN
fis-1633	77	4	-	-	PUNCT
fis-1633	77	5	compression	compression	NOUN
fis-1633	77	6			NOUN
fis-1633	77	7			PROPN
fis-1633	77	8	10	10	NUM
fis-1633	77	9	1	1	NUM
fis-1633	77	10	65.31	65.31	NUM
fis-1633	77	11	max2max1	max2max1	PROPN
fis-1633	77	12	2max2	2max2	NUM
fis-1633	77	13			PROPN
fis-1633	77	14			PROPN
fis-1633	77	15			ADV
fis-1633	77	16			PUNCT
fis-1633	77	17			NUM
fis-1633	77	18			X
fis-1633	77	19			VERB
fis-1633	77	20			NOUN
fis-1633	77	21			ADV
fis-1633	77	22	cf	cf	NOUN
fis-1633	77	23	c2	c2	PROPN
fis-1633	77	24	cc	cc	PROPN
fis-1633	77	25	21	21	NUM
fis-1633	77	26			PROPN
fis-1633	77	27			NUM
fis-1633	77	28	figure	figure	NOUN
fis-1633	77	29	1	1	NUM
fis-1633	77	30	:	:	PUNCT
fis-1633	77	31	adopted	adopt	VERB
fis-1633	77	32	failure	failure	NOUN
fis-1633	77	33	envelope	envelope	NOUN
fis-1633	77	34	[	[	X
fis-1633	77	35	16	16	NUM
fis-1633	77	36	]	]	PUNCT
fis-1633	77	37	.	.	PUNCT
fis-1633	78	1	after	after	ADP
fis-1633	78	2	having	having	AUX
fis-1633	78	3	determined	determine	VERB
fis-1633	78	4	the	the	DET
fis-1633	78	5	nonlinearity	nonlinearity	NOUN
fis-1633	78	6	index	index	NOUN
fis-1633	78	7	,	,	PUNCT
fis-1633	78	8	concrete	concrete	ADJ
fis-1633	78	9	secant	secant	ADJ
fis-1633	78	10	elastic	elastic	ADJ
fis-1633	78	11	modulus	modulus	NOUN
fis-1633	78	12	ec	ec	PROPN
fis-1633	78	13	can	can	AUX
fis-1633	78	14	be	be	AUX
fis-1633	78	15	then	then	ADV
fis-1633	78	16	calculated	calculate	VERB
fis-1633	78	17	as	as	ADP
fis-1633	78	18	:	:	PUNCT
fis-1633	78	19			NOUN
fis-1633	78	20			PROPN
fis-1633	78	21	2	2	NUM
fis-1633	78	22	2	2	NUM
fis-1633	78	23	'	'	PUNCT
fis-1633	78	24	'	'	PUNCT
fis-1633	78	25	'	'	NUM
fis-1633	78	26	1	1	NUM
fis-1633	78	27	1	1	NUM
fis-1633	78	28	2	2	NUM
fis-1633	78	29	2	2	NUM
fis-1633	78	30	2	2	NUM
fis-1633	78	31	2	2	NUM
fis-1633	78	32			NOUN
fis-1633	78	33			PROPN
fis-1633	78	34			NOUN
fis-1633	78	35			NOUN
fis-1633	78	36			PROPN
fis-1633	79	1			PROPN
fis-1633	79	2			NOUN
fis-1633	79	3			NOUN
fis-1633	79	4			PROPN
fis-1633	80	1			PROPN
fis-1633	80	2			PROPN
fis-1633	80	3			PROPN
fis-1633	80	4			PUNCT
fis-1633	80	5			PROPN
fis-1633	80	6			PROPN
fis-1633	80	7			VERB
fis-1633	80	8			PROPN
fis-1633	80	9			PROPN
fis-1633	80	10			PROPN
fis-1633	81	1			PROPN
fis-1633	81	2			PROPN
fis-1633	81	3			NOUN
fis-1633	82	1			NOUN
fis-1633	82	2			NOUN
fis-1633	82	3			NOUN
fis-1633	82	4			PROPN
fis-1633	82	5			PROPN
fis-1633	82	6			PROPN
fis-1633	82	7	ci	ci	PROPN
fis-1633	82	8	ci	ci	PROPN
fis-1633	82	9	ci	ci	PROPN
fis-1633	82	10	ci	ci	PROPN
fis-1633	82	11	c	c	PROPN
fis-1633	82	12	cf	cf	NOUN
fis-1633	82	13	cf	cf	NOUN
fis-1633	82	14	cf	cf	NOUN
fis-1633	82	15	e	e	NOUN
fis-1633	82	16	e	e	X
fis-1633	82	17	e	e	X
fis-1633	82	18	e	e	X
fis-1633	82	19	e	e	X
fis-1633	82	20	e	e	X
fis-1633	82	21	e	e	X
fis-1633	82	22	e	e	X
fis-1633	82	23	d	d	X
fis-1633	82	24	(	(	PUNCT
fis-1633	82	25	5	5	NUM
fis-1633	82	26	)	)	PUNCT
fis-1633	82	27	where	where	SCONJ
fis-1633	82	28	eci	eci	PROPN
fis-1633	82	29	is	be	AUX
fis-1633	82	30	the	the	DET
fis-1633	82	31	initial	initial	ADJ
fis-1633	82	32	value	value	NOUN
fis-1633	82	33	of	of	ADP
fis-1633	82	34	concrete	concrete	ADJ
fis-1633	82	35	young	young	ADJ
fis-1633	82	36	modulus	modulus	NOUN
fis-1633	82	37	,	,	PUNCT
fis-1633	82	38	d	d	PRON
fis-1633	82	39	is	be	AUX
fis-1633	82	40	a	a	DET
fis-1633	82	41	compressive	compressive	ADJ
fis-1633	82	42	post	post	ADJ
fis-1633	82	43	-	-	ADJ
fis-1633	82	44	peak	peak	ADJ
fis-1633	82	45	nonlinearity	nonlinearity	NOUN
fis-1633	82	46	parameter	parameter	NOUN
fis-1633	82	47	that	that	PRON
fis-1633	82	48	determines	determine	VERB
fis-1633	82	49	the	the	DET
fis-1633	82	50	degree	degree	NOUN
fis-1633	82	51	of	of	ADP
fis-1633	82	52	strain	strain	NOUN
fis-1633	82	53	softening	soften	VERB
fis-1633	82	54	when	when	SCONJ
fis-1633	82	55	concrete	concrete	ADJ
fis-1633	82	56	crushing	crushing	NOUN
fis-1633	82	57	occurs	occur	VERB
fis-1633	82	58	(	(	PUNCT
fis-1633	82	59	see	see	VERB
fis-1633	82	60	[	[	X
fis-1633	82	61	14	14	NUM
fis-1633	82	62	,	,	PUNCT
fis-1633	82	63	16	16	NUM
fis-1633	82	64	]	]	PUNCT
fis-1633	82	65	for	for	ADP
fis-1633	82	66	details	detail	NOUN
fis-1633	82	67	)	)	PUNCT
fis-1633	82	68	,	,	PUNCT
fis-1633	82	69	and	and	CCONJ
fis-1633	82	70	e'cf	e'cf	PROPN
fis-1633	82	71	is	be	AUX
fis-1633	82	72	the	the	DET
fis-1633	82	73	secant	secant	ADJ
fis-1633	82	74	modulus	modulus	NOUN
fis-1633	82	75	corresponding	corresponding	NOUN
fis-1633	82	76	to	to	PART
fis-1633	82	77	peak	peak	VERB
fis-1633	82	78	stress	stress	NOUN
fis-1633	82	79	.	.	PUNCT
fis-1633	83	1	when	when	SCONJ
fis-1633	83	2	a	a	DET
fis-1633	83	3	tensile	tensile	NOUN
fis-1633	83	4	stress	stress	NOUN
fis-1633	83	5	is	be	AUX
fis-1633	83	6	present	present	ADJ
fis-1633	83	7	,	,	PUNCT
fis-1633	83	8	e'cf	e'cf	PROPN
fis-1633	83	9	is	be	AUX
fis-1633	83	10	simply	simply	ADV
fis-1633	83	11	evaluated	evaluate	VERB
fis-1633	83	12	as	as	ADP
fis-1633	83	13	in	in	ADP
fis-1633	83	14	case	case	NOUN
fis-1633	83	15	of	of	ADP
fis-1633	83	16	uniaxial	uniaxial	ADJ
fis-1633	83	17	compression	compression	NOUN
fis-1633	83	18	,	,	PUNCT
fis-1633	83	19	i.e.	i.e.	X
fis-1633	83	20	e'cf	e'cf	PROPN
fis-1633	83	21	=	=	SYM
fis-1633	83	22	ecf	ecf	PROPN
fis-1633	83	23	=	=	SYM
fis-1633	83	24	fc/c0	fc/c0	PROPN
fis-1633	83	25	,	,	PUNCT
fis-1633	83	26	while	while	SCONJ
fis-1633	83	27	for	for	ADP
fis-1633	83	28	biaxial	biaxial	ADJ
fis-1633	83	29	compression	compression	NOUN
fis-1633	83	30	the	the	DET
fis-1633	83	31	following	follow	VERB
fis-1633	83	32	relation	relation	NOUN
fis-1633	83	33	is	be	AUX
fis-1633	83	34	adopted	adopt	VERB
fis-1633	83	35	:	:	PUNCT
fis-1633	83	36			PROPN
fis-1633	83	37			SYM
fis-1633	83	38	'	'	PART
fis-1633	83	39	1	1	NUM
fis-1633	83	40	4	4	NUM
fis-1633	83	41	1	1	NUM
fis-1633	83	42			NOUN
fis-1633	83	43			ADV
fis-1633	83	44			NOUN
fis-1633	83	45	cf	cf	NOUN
fis-1633	83	46	cf	cf	NOUN
fis-1633	83	47	e	e	PROPN
fis-1633	83	48	e	e	X
fis-1633	83	49	a	a	X
fis-1633	83	50	x	x	X
fis-1633	83	51	,	,	PUNCT
fis-1633	83	52	(	(	PUNCT
fis-1633	83	53	6	6	NUM
fis-1633	83	54	)	)	PUNCT
fis-1633	83	55	a	a	DET
fis-1633	83	56	being	be	AUX
fis-1633	83	57	the	the	DET
fis-1633	83	58	ratio	ratio	NOUN
fis-1633	83	59	between	between	ADP
fis-1633	83	60	the	the	DET
fis-1633	83	61	initial	initial	ADJ
fis-1633	83	62	value	value	NOUN
fis-1633	83	63	of	of	ADP
fis-1633	83	64	concrete	concrete	ADJ
fis-1633	83	65	young	young	ADJ
fis-1633	83	66	modulus	modulus	NOUN
fis-1633	83	67	and	and	CCONJ
fis-1633	83	68	the	the	DET
fis-1633	83	69	secant	secant	ADJ
fis-1633	83	70	one	one	NUM
fis-1633	83	71	corresponding	correspond	VERB
fis-1633	83	72	to	to	PART
fis-1633	83	73	peak	peak	VERB
fis-1633	83	74	stress	stress	NOUN
fis-1633	83	75	(	(	PUNCT
fis-1633	83	76	eci	eci	PROPN
fis-1633	83	77	/	/	SYM
fis-1633	83	78	ecf	ecf	PROPN
fis-1633	83	79	)	)	PUNCT
fis-1633	83	80	,	,	PUNCT
fis-1633	83	81	while	while	SCONJ
fis-1633	83	82	the	the	DET
fis-1633	83	83	term	term	NOUN
fis-1633	83	84	x	x	PUNCT
fis-1633	83	85	takes	take	VERB
fis-1633	83	86	into	into	ADP
fis-1633	83	87	account	account	NOUN
fis-1633	83	88	the	the	DET
fis-1633	83	89	dependence	dependence	NOUN
fis-1633	83	90	on	on	ADP
fis-1633	83	91	the	the	DET
fis-1633	83	92	actual	actual	ADJ
fis-1633	83	93	loading	loading	NOUN
fis-1633	83	94	and	and	CCONJ
fis-1633	83	95	is	be	AUX
fis-1633	83	96	evaluated	evaluate	VERB
fis-1633	83	97	through	through	ADP
fis-1633	83	98	the	the	DET
fis-1633	83	99	relation	relation	NOUN
fis-1633	83	100	:	:	PUNCT
fis-1633	83	101	2	2	NUM
fis-1633	83	102	1	1	NUM
fis-1633	83	103	3	3	NUM
fis-1633	83	104			NOUN
fis-1633	83	105			NOUN
fis-1633	83	106			PROPN
fis-1633	84	1			PROPN
fis-1633	84	2			X
fis-1633	85	1			PROPN
fis-1633	85	2			PROPN
fis-1633	85	3	c	c	PROPN
fis-1633	85	4	f	f	PROPN
fis-1633	85	5	j	j	PROPN
fis-1633	85	6	x	x	SYM
fis-1633	85	7	f	f	PROPN
fis-1633	85	8	.	.	PUNCT
fis-1633	86	1	(	(	PUNCT
fis-1633	86	2	7	7	X
fis-1633	86	3	)	)	PUNCT
fis-1633	86	4	the	the	DET
fis-1633	86	5	first	first	ADJ
fis-1633	86	6	addend	addend	NOUN
fis-1633	86	7	of	of	ADP
fis-1633	86	8	eq	eq	PROPN
fis-1633	86	9	.	.	PROPN
fis-1633	86	10	7	7	NUM
fis-1633	86	11	represents	represent	VERB
fis-1633	86	12	the	the	DET
fis-1633	86	13	failure	failure	NOUN
fis-1633	86	14	value	value	NOUN
fis-1633	86	15	of	of	ADP
fis-1633	86	16	the	the	DET
fis-1633	86	17	invariant	invariant	ADJ
fis-1633	86	18	2	2	NUM
fis-1633	86	19	cj	cj	NOUN
fis-1633	86	20	f	f	PROPN
fis-1633	86	21	.	.	PUNCT
fis-1633	87	1	based	base	VERB
fis-1633	87	2	on	on	ADP
fis-1633	87	3	the	the	DET
fis-1633	87	4	definition	definition	NOUN
fis-1633	87	5	of	of	ADP
fis-1633	87	6	the	the	DET
fis-1633	87	7	nonlinearity	nonlinearity	NOUN
fis-1633	87	8	index	index	NOUN
fis-1633	87	9			PROPN
fis-1633	87	10	(	(	PUNCT
fis-1633	87	11	eq.3	eq.3	PROPN
fis-1633	87	12	)	)	PUNCT
fis-1633	87	13	,	,	PUNCT
fis-1633	87	14	the	the	DET
fis-1633	87	15	following	follow	VERB
fis-1633	87	16	expression	expression	NOUN
fis-1633	87	17	can	can	AUX
fis-1633	87	18	be	be	AUX
fis-1633	87	19	found	find	VERB
fis-1633	87	20	:	:	PUNCT
fis-1633	87	21			NOUN
fis-1633	87	22	2	2	ADJ
fis-1633	87	23	2	2	NUM
fis-1633	87	24	2	2	NUM
fis-1633	87	25	1	1	NUM
fis-1633	87	26	2	2	NUM
fis-1633	87	27	1	1	NUM
fis-1633	87	28	2	2	NUM
fis-1633	87	29	1	1	NUM
fis-1633	87	30	3	3	NUM
fis-1633	87	31			X
fis-1633	87	32			X
fis-1633	87	33			PROPN
fis-1633	87	34			NOUN
fis-1633	87	35			ADV
fis-1633	87	36	c	c	VERB
fis-1633	87	37	fin	fin	NOUN
fis-1633	87	38	c	c	NOUN
fis-1633	87	39	finj	finj	NOUN
fis-1633	87	40	.	.	PUNCT
fis-1633	88	1	(	(	PUNCT
fis-1633	88	2	8)	8)	NUM
fis-1633	88	3	p.	p.	NOUN
fis-1633	88	4	bernardi	bernardi	PROPN
fis-1633	88	5	et	et	PROPN
fis-1633	88	6	al	al	PROPN
fis-1633	88	7	,	,	PUNCT
fis-1633	88	8	frattura	frattura	PROPN
fis-1633	88	9	ed	ed	PROPN
fis-1633	88	10	integrità	integrità	PROPN
fis-1633	88	11	strutturale	strutturale	PROPN
fis-1633	88	12	,	,	PUNCT
fis-1633	88	13	35	35	NUM
fis-1633	88	14	(	(	PUNCT
fis-1633	88	15	2016	2016	NUM
fis-1633	88	16	)	)	PUNCT
fis-1633	88	17	98	98	NUM
fis-1633	88	18	-	-	SYM
fis-1633	88	19	107	107	NUM
fis-1633	88	20	;	;	PUNCT
fis-1633	88	21	doi	doi	NOUN
fis-1633	88	22	:	:	PUNCT
fis-1633	88	23	10.3221	10.3221	NUM
fis-1633	88	24	/	/	SYM
fis-1633	88	25	igf	igf	PROPN
fis-1633	88	26	-	-	PUNCT
fis-1633	88	27	esis.35.12	esis.35.12	PROPN
fis-1633	88	28	102	102	NUM
fis-1633	88	29	similarly	similarly	ADV
fis-1633	88	30	,	,	PUNCT
fis-1633	88	31	1	1	NUM
fis-1633	88	32	3	3	NUM
fis-1633	88	33	is	be	AUX
fis-1633	88	34	the	the	DET
fis-1633	88	35	value	value	NOUN
fis-1633	88	36	of	of	ADP
fis-1633	88	37			NOUN
fis-1633	88	38	2	2	NOUN
fis-1633	88	39	c	c	PROPN
fis-1633	88	40	f	f	PROPN
fis-1633	88	41	j	j	PROPN
fis-1633	88	42	f	f	PROPN
fis-1633	88	43	for	for	ADP
fis-1633	88	44	uniaxial	uniaxial	ADJ
fis-1633	88	45	compressive	compressive	ADJ
fis-1633	88	46	loading	loading	NOUN
fis-1633	88	47	.	.	PUNCT
fis-1633	89	1	as	as	SCONJ
fis-1633	89	2	regards	regard	VERB
fis-1633	89	3	the	the	DET
fis-1633	89	4	evaluation	evaluation	NOUN
fis-1633	89	5	of	of	ADP
fis-1633	89	6	the	the	DET
fis-1633	89	7	secant	secant	ADJ
fis-1633	89	8	value	value	NOUN
fis-1633	89	9	of	of	ADP
fis-1633	89	10	poisson	poisson	PROPN
fis-1633	89	11	coefficient	coefficient	NOUN
fis-1633	89	12	to	to	PART
fis-1633	89	13	be	be	AUX
fis-1633	89	14	inserted	insert	VERB
fis-1633	89	15	into	into	ADP
fis-1633	89	16	eq	eq	NOUN
fis-1633	89	17	.	.	PROPN
fis-1633	89	18	2	2	NUM
fis-1633	89	19	,	,	PUNCT
fis-1633	89	20	it	it	PRON
fis-1633	89	21	has	have	AUX
fis-1633	89	22	been	be	AUX
fis-1633	89	23	experimentally	experimentally	ADV
fis-1633	89	24	observed	observe	VERB
fis-1633	89	25	that	that	SCONJ
fis-1633	89	26	in	in	ADP
fis-1633	89	27	presence	presence	NOUN
fis-1633	89	28	of	of	ADP
fis-1633	89	29	compressive	compressive	ADJ
fis-1633	89	30	stresses	stress	NOUN
fis-1633	89	31	concrete	concrete	ADJ
fis-1633	89	32	tends	tend	VERB
fis-1633	89	33	first	first	ADV
fis-1633	89	34	to	to	PART
fis-1633	89	35	compact	compact	VERB
fis-1633	89	36	,	,	PUNCT
fis-1633	89	37	while	while	SCONJ
fis-1633	89	38	after	after	ADP
fis-1633	89	39	the	the	DET
fis-1633	89	40	appearance	appearance	NOUN
fis-1633	89	41	of	of	ADP
fis-1633	89	42	microcracks	microcrack	NOUN
fis-1633	89	43	it	it	PRON
fis-1633	89	44	tends	tend	VERB
fis-1633	89	45	to	to	PART
fis-1633	89	46	dilate	dilate	VERB
fis-1633	89	47	.	.	PUNCT
fis-1633	90	1	as	as	ADP
fis-1633	90	2	a	a	DET
fis-1633	90	3	consequence	consequence	NOUN
fis-1633	90	4	,	,	PUNCT
fis-1633	90	5	its	its	PRON
fis-1633	90	6	value	value	NOUN
fis-1633	90	7	should	should	AUX
fis-1633	90	8	be	be	AUX
fis-1633	90	9	properly	properly	ADV
fis-1633	90	10	adjusted	adjust	VERB
fis-1633	90	11	during	during	ADP
fis-1633	90	12	the	the	DET
fis-1633	90	13	analysis	analysis	NOUN
fis-1633	90	14	so	so	SCONJ
fis-1633	90	15	as	as	SCONJ
fis-1633	90	16	to	to	PART
fis-1633	90	17	correctly	correctly	ADV
fis-1633	90	18	represent	represent	VERB
fis-1633	90	19	this	this	DET
fis-1633	90	20	behavior	behavior	NOUN
fis-1633	90	21	.	.	PUNCT
fis-1633	91	1	following	follow	VERB
fis-1633	91	2	the	the	DET
fis-1633	91	3	procedure	procedure	NOUN
fis-1633	91	4	proposed	propose	VERB
fis-1633	91	5	in	in	ADP
fis-1633	91	6	[	[	X
fis-1633	91	7	14	14	NUM
fis-1633	91	8	,	,	PUNCT
fis-1633	91	9	16	16	NUM
fis-1633	91	10	]	]	PUNCT
fis-1633	91	11	,	,	PUNCT
fis-1633	91	12	the	the	DET
fis-1633	91	13	poisson	poisson	NOUN
fis-1633	91	14	coefficient	coefficient	NOUN
fis-1633	91	15	is	be	AUX
fis-1633	91	16	kept	keep	VERB
fis-1633	91	17	fixed	fix	VERB
fis-1633	91	18	until	until	SCONJ
fis-1633	91	19			PROPN
fis-1633	91	20	reaches	reach	VERB
fis-1633	91	21	a	a	DET
fis-1633	91	22	“	"	PUNCT
fis-1633	91	23	limit	limit	NOUN
fis-1633	91	24	value	value	NOUN
fis-1633	91	25	”	"	PUNCT
fis-1633	91	26	a	a	NOUN
fis-1633	91	27	equal	equal	ADJ
fis-1633	91	28	to	to	ADP
fis-1633	91	29	0.8	0.8	NUM
fis-1633	91	30	,	,	PUNCT
fis-1633	91	31	and	and	CCONJ
fis-1633	91	32	afterwards	afterwards	ADV
fis-1633	91	33	it	it	PRON
fis-1633	91	34	is	be	AUX
fis-1633	91	35	updated	update	VERB
fis-1633	91	36	by	by	ADP
fis-1633	91	37	applying	apply	VERB
fis-1633	91	38	the	the	DET
fis-1633	91	39	following	follow	VERB
fis-1633	91	40	relation	relation	NOUN
fis-1633	91	41	:	:	PUNCT
fis-1633	92	1			NOUN
fis-1633	92	2			SYM
fis-1633	92	3	2	2	NUM
fis-1633	92	4	1	1	NUM
fis-1633	92	5	1	1	NUM
fis-1633	92	6			PROPN
fis-1633	92	7			PROPN
fis-1633	92	8			PROPN
fis-1633	92	9			PROPN
fis-1633	92	10			PROPN
fis-1633	92	11			PROPN
fis-1633	92	12			PROPN
fis-1633	92	13			PROPN
fis-1633	92	14			PROPN
fis-1633	92	15			PROPN
fis-1633	92	16			PROPN
fis-1633	92	17			PROPN
fis-1633	92	18			NOUN
fis-1633	92	19			PROPN
fis-1633	92	20			PROPN
fis-1633	92	21	a	a	DET
fis-1633	92	22	f	f	X
fis-1633	93	1	f	f	PROPN
fis-1633	93	2	i	i	PRON
fis-1633	93	3	a	a	PRON
fis-1633	93	4	,	,	PUNCT
fis-1633	93	5	(	(	PUNCT
fis-1633	93	6	9	9	NUM
fis-1633	93	7	)	)	PUNCT
fis-1633	93	8	where	where	SCONJ
fis-1633	93	9	i	i	NOUN
fis-1633	93	10	is	be	AUX
fis-1633	93	11	the	the	DET
fis-1633	93	12	initial	initial	ADJ
fis-1633	93	13	value	value	NOUN
fis-1633	93	14	of	of	ADP
fis-1633	93	15	the	the	DET
fis-1633	93	16	poisson	poisson	NOUN
fis-1633	93	17	coefficient	coefficient	NOUN
fis-1633	93	18	(	(	PUNCT
fis-1633	93	19	assumed	assume	VERB
fis-1633	93	20	equal	equal	ADJ
fis-1633	93	21	to	to	ADP
fis-1633	93	22	0.2	0.2	NUM
fis-1633	93	23	)	)	PUNCT
fis-1633	93	24	and	and	CCONJ
fis-1633	93	25	f	f	PROPN
fis-1633	93	26	represents	represent	VERB
fis-1633	93	27	its	its	PRON
fis-1633	93	28	secant	secant	ADJ
fis-1633	93	29	value	value	NOUN
fis-1633	93	30	at	at	ADP
fis-1633	93	31	peak	peak	NOUN
fis-1633	93	32	(	(	PUNCT
fis-1633	93	33	approximately	approximately	ADV
fis-1633	93	34	equal	equal	ADJ
fis-1633	93	35	to	to	ADP
fis-1633	93	36	0.36	0.36	NUM
fis-1633	93	37	)	)	PUNCT
fis-1633	93	38	.	.	PUNCT
fis-1633	94	1	the	the	DET
fis-1633	94	2	so	so	ADV
fis-1633	94	3	obtained	obtain	VERB
fis-1633	94	4	secant	secant	ADJ
fis-1633	94	5	values	value	NOUN
fis-1633	94	6	of	of	ADP
fis-1633	94	7	concrete	concrete	ADJ
fis-1633	94	8	elastic	elastic	ADJ
fis-1633	94	9	modulus	modulus	NOUN
fis-1633	94	10	and	and	CCONJ
fis-1633	94	11	poisson	poisson	NOUN
fis-1633	94	12	coefficient	coefficient	NOUN
fis-1633	94	13	have	have	AUX
fis-1633	94	14	been	be	AUX
fis-1633	94	15	inserted	insert	VERB
fis-1633	94	16	into	into	ADP
fis-1633	94	17	the	the	DET
fis-1633	94	18	concrete	concrete	ADJ
fis-1633	94	19	stiffness	stiffness	NOUN
fis-1633	94	20	matrix	matrix	NOUN
fis-1633	94	21	[	[	X
fis-1633	94	22	dc	dc	X
fis-1633	94	23	]	]	X
fis-1633	94	24	(	(	PUNCT
fis-1633	94	25	eq	eq	NOUN
fis-1633	94	26	.	.	PROPN
fis-1633	94	27	2	2	NUM
fis-1633	94	28	)	)	PUNCT
fis-1633	94	29	;	;	PUNCT
fis-1633	94	30	in	in	ADP
fis-1633	94	31	this	this	DET
fis-1633	94	32	way	way	NOUN
fis-1633	94	33	,	,	PUNCT
fis-1633	94	34	only	only	ADV
fis-1633	94	35	the	the	DET
fis-1633	94	36	constitutive	constitutive	ADJ
fis-1633	94	37	relation	relation	NOUN
fis-1633	94	38	adopted	adopt	VERB
fis-1633	94	39	for	for	ADP
fis-1633	94	40	concrete	concrete	ADJ
fis-1633	94	41	modeling	modeling	NOUN
fis-1633	94	42	has	have	AUX
fis-1633	94	43	been	be	AUX
fis-1633	94	44	modified	modify	VERB
fis-1633	94	45	,	,	PUNCT
fis-1633	94	46	by	by	ADP
fis-1633	94	47	keeping	keep	VERB
fis-1633	94	48	unchanged	unchanged	ADJ
fis-1633	94	49	the	the	DET
fis-1633	94	50	global	global	ADJ
fis-1633	94	51	structure	structure	NOUN
fis-1633	94	52	of	of	ADP
fis-1633	94	53	2d	2d	NOUN
fis-1633	94	54	-	-	PUNCT
fis-1633	94	55	parc	parc	NOUN
fis-1633	94	56	algorithm	algorithm	NOUN
fis-1633	94	57	.	.	PUNCT
fis-1633	95	1	it	it	PRON
fis-1633	95	2	should	should	AUX
fis-1633	95	3	be	be	AUX
fis-1633	95	4	observed	observe	VERB
fis-1633	95	5	that	that	SCONJ
fis-1633	95	6	all	all	DET
fis-1633	95	7	the	the	DET
fis-1633	95	8	above	above	ADJ
fis-1633	95	9	described	describe	VERB
fis-1633	95	10	procedure	procedure	NOUN
fis-1633	95	11	is	be	AUX
fis-1633	95	12	applied	apply	VERB
fis-1633	95	13	until	until	ADP
fis-1633	95	14	either	either	CCONJ
fis-1633	95	15	cracking	crack	VERB
fis-1633	95	16	or	or	CCONJ
fis-1633	95	17	crushing	crush	VERB
fis-1633	95	18	occurs	occur	NOUN
fis-1633	95	19	.	.	PUNCT
fis-1633	96	1	cracking	crack	VERB
fis-1633	96	2	takes	take	VERB
fis-1633	96	3	place	place	NOUN
fis-1633	96	4	when	when	SCONJ
fis-1633	96	5	the	the	DET
fis-1633	96	6	current	current	ADJ
fis-1633	96	7	stress	stress	NOUN
fis-1633	96	8	state	state	NOUN
fis-1633	96	9	reaches	reach	VERB
fis-1633	96	10	or	or	CCONJ
fis-1633	96	11	violates	violate	VERB
fis-1633	96	12	the	the	DET
fis-1633	96	13	failure	failure	NOUN
fis-1633	96	14	envelope	envelope	NOUN
fis-1633	96	15	in	in	ADP
fis-1633	96	16	the	the	DET
fis-1633	96	17	cracking	crack	VERB
fis-1633	96	18	region	region	NOUN
fis-1633	96	19	,	,	PUNCT
fis-1633	96	20	i.e.	i.e.	X
fis-1633	96	21	1c	1c	X
fis-1633	96	22	≥	≥	PRON
fis-1633	96	23	1max	1max	PUNCT
fis-1633	96	24	in	in	ADP
fis-1633	96	25	tension	tension	NOUN
fis-1633	96	26	-	-	PUNCT
fis-1633	96	27	compression	compression	NOUN
fis-1633	96	28	or	or	CCONJ
fis-1633	96	29	simply	simply	ADV
fis-1633	96	30	1c	1c	PROPN
fis-1633	96	31	≥	≥	AUX
fis-1633	96	32	fct	fct	NOUN
fis-1633	96	33	in	in	ADP
fis-1633	96	34	case	case	NOUN
fis-1633	96	35	of	of	ADP
fis-1633	96	36	tension	tension	NOUN
fis-1633	96	37	-	-	PUNCT
fis-1633	96	38	tension	tension	NOUN
fis-1633	96	39	,	,	PUNCT
fis-1633	96	40	being	be	AUX
fis-1633	96	41	fct	fct	NOUN
fis-1633	96	42	the	the	DET
fis-1633	96	43	tensile	tensile	NOUN
fis-1633	96	44	strength	strength	NOUN
fis-1633	96	45	of	of	ADP
fis-1633	96	46	concrete	concrete	NOUN
fis-1633	96	47	.	.	PUNCT
fis-1633	97	1	in	in	ADP
fis-1633	97	2	this	this	DET
fis-1633	97	3	case	case	NOUN
fis-1633	97	4	,	,	PUNCT
fis-1633	97	5	the	the	DET
fis-1633	97	6	fixed	fix	VERB
fis-1633	97	7	-	-	PUNCT
fis-1633	97	8	smeared	smear	VERB
fis-1633	97	9	crack	crack	NOUN
fis-1633	97	10	approach	approach	NOUN
fis-1633	97	11	previously	previously	ADV
fis-1633	97	12	described	describe	VERB
fis-1633	97	13	is	be	AUX
fis-1633	97	14	applied	apply	VERB
fis-1633	97	15	(	(	PUNCT
fis-1633	97	16	see	see	VERB
fis-1633	97	17	[	[	X
fis-1633	97	18	7	7	X
fis-1633	97	19	]	]	PUNCT
fis-1633	97	20	for	for	ADP
fis-1633	97	21	further	further	ADJ
fis-1633	97	22	details	detail	NOUN
fis-1633	97	23	)	)	PUNCT
fis-1633	97	24	,	,	PUNCT
fis-1633	97	25	even	even	ADV
fis-1633	97	26	if	if	SCONJ
fis-1633	97	27	the	the	DET
fis-1633	97	28	modeling	modeling	NOUN
fis-1633	97	29	of	of	ADP
fis-1633	97	30	concrete	concrete	NOUN
fis-1633	97	31	between	between	ADP
fis-1633	97	32	cracks	crack	NOUN
fis-1633	97	33	has	have	AUX
fis-1633	97	34	been	be	AUX
fis-1633	97	35	properly	properly	ADV
fis-1633	97	36	modified	modify	VERB
fis-1633	97	37	as	as	SCONJ
fis-1633	97	38	described	describe	VERB
fis-1633	97	39	in	in	ADP
fis-1633	97	40	the	the	DET
fis-1633	97	41	following	follow	VERB
fis-1633	97	42	subsection	subsection	NOUN
fis-1633	97	43	.	.	PUNCT
fis-1633	98	1	on	on	ADP
fis-1633	98	2	the	the	DET
fis-1633	98	3	contrary	contrary	NOUN
fis-1633	98	4	,	,	PUNCT
fis-1633	98	5	when	when	SCONJ
fis-1633	98	6	the	the	DET
fis-1633	98	7	stress	stress	NOUN
fis-1633	98	8	state	state	NOUN
fis-1633	98	9	reaches	reach	VERB
fis-1633	98	10	or	or	CCONJ
fis-1633	98	11	violates	violate	VERB
fis-1633	98	12	the	the	DET
fis-1633	98	13	failure	failure	NOUN
fis-1633	98	14	envelope	envelope	NOUN
fis-1633	98	15	in	in	ADP
fis-1633	98	16	the	the	DET
fis-1633	98	17	crushing	crush	VERB
fis-1633	98	18	region	region	NOUN
fis-1633	98	19	,	,	PUNCT
fis-1633	98	20	i.e.	i.e.	X
fis-1633	98	21			PROPN
fis-1633	98	22	≥	≥	NUM
fis-1633	98	23	1	1	NUM
fis-1633	98	24	in	in	ADP
fis-1633	98	25	case	case	NOUN
fis-1633	98	26	of	of	ADP
fis-1633	98	27	biaxial	biaxial	ADJ
fis-1633	98	28	compression	compression	NOUN
fis-1633	98	29	or	or	CCONJ
fis-1633	98	30	2c	2c	X
fis-1633	98	31	≤	≤	ADJ
fis-1633	98	32	2max	2max	NOUN
fis-1633	98	33	in	in	ADP
fis-1633	98	34	case	case	NOUN
fis-1633	98	35	of	of	ADP
fis-1633	98	36	compression	compression	NOUN
fis-1633	98	37	-	-	PUNCT
fis-1633	98	38	tension	tension	NOUN
fis-1633	98	39	,	,	PUNCT
fis-1633	98	40	a	a	DET
fis-1633	98	41	very	very	ADV
fis-1633	98	42	simplified	simplified	ADJ
fis-1633	98	43	procedure	procedure	NOUN
fis-1633	98	44	is	be	AUX
fis-1633	98	45	applied	apply	VERB
fis-1633	98	46	herein	herein	NOUN
fis-1633	98	47	.	.	PUNCT
fis-1633	99	1	for	for	ADP
fis-1633	99	2	the	the	DET
fis-1633	99	3	considered	consider	VERB
fis-1633	99	4	case	case	NOUN
fis-1633	99	5	studies	study	NOUN
fis-1633	99	6	,	,	PUNCT
fis-1633	99	7	only	only	ADV
fis-1633	99	8	small	small	ADJ
fis-1633	99	9	portions	portion	NOUN
fis-1633	99	10	of	of	ADP
fis-1633	99	11	the	the	DET
fis-1633	99	12	modeled	model	VERB
fis-1633	99	13	structures	structure	NOUN
fis-1633	99	14	can	can	AUX
fis-1633	99	15	enter	enter	VERB
fis-1633	99	16	indeed	indeed	ADV
fis-1633	99	17	in	in	ADP
fis-1633	99	18	the	the	DET
fis-1633	99	19	post	post	ADJ
fis-1633	99	20	-	-	ADJ
fis-1633	99	21	crushing	crush	VERB
fis-1633	99	22	regime	regime	NOUN
fis-1633	99	23	during	during	ADP
fis-1633	99	24	the	the	DET
fis-1633	99	25	analysis	analysis	NOUN
fis-1633	99	26	(	(	PUNCT
fis-1633	99	27	e.g.	e.g.	ADV
fis-1633	99	28	near	near	ADP
fis-1633	99	29	concentrated	concentrated	ADJ
fis-1633	99	30	loads	load	NOUN
fis-1633	99	31	or	or	CCONJ
fis-1633	99	32	at	at	ADP
fis-1633	99	33	supports	support	NOUN
fis-1633	99	34	)	)	PUNCT
fis-1633	99	35	without	without	ADP
fis-1633	99	36	affecting	affect	VERB
fis-1633	99	37	the	the	DET
fis-1633	99	38	global	global	ADJ
fis-1633	99	39	behavior	behavior	NOUN
fis-1633	99	40	,	,	PUNCT
fis-1633	99	41	which	which	PRON
fis-1633	99	42	is	be	AUX
fis-1633	99	43	instead	instead	ADV
fis-1633	99	44	much	much	ADV
fis-1633	99	45	more	more	ADV
fis-1633	99	46	influenced	influence	VERB
fis-1633	99	47	by	by	ADP
fis-1633	99	48	the	the	DET
fis-1633	99	49	appearance	appearance	NOUN
fis-1633	99	50	of	of	ADP
fis-1633	99	51	tensile	tensile	NOUN
fis-1633	99	52	cracks	crack	NOUN
fis-1633	99	53	.	.	PUNCT
fis-1633	100	1	however	however	ADV
fis-1633	100	2	,	,	PUNCT
fis-1633	100	3	concrete	concrete	ADJ
fis-1633	100	4	crushing	crush	VERB
fis-1633	100	5	should	should	AUX
fis-1633	100	6	be	be	AUX
fis-1633	100	7	included	include	VERB
fis-1633	100	8	in	in	ADP
fis-1633	100	9	the	the	DET
fis-1633	100	10	model	model	NOUN
fis-1633	100	11	formulation	formulation	NOUN
fis-1633	100	12	so	so	SCONJ
fis-1633	100	13	as	as	SCONJ
fis-1633	100	14	to	to	PART
fis-1633	100	15	avoid	avoid	VERB
fis-1633	100	16	numerical	numerical	ADJ
fis-1633	100	17	difficulties	difficulty	NOUN
fis-1633	100	18	or	or	CCONJ
fis-1633	100	19	wrong	wrong	ADJ
fis-1633	100	20	predictions	prediction	NOUN
fis-1633	100	21	of	of	ADP
fis-1633	100	22	the	the	DET
fis-1633	100	23	ultimate	ultimate	ADJ
fis-1633	100	24	failure	failure	NOUN
fis-1633	100	25	load	load	NOUN
fis-1633	100	26	.	.	PUNCT
fis-1633	101	1	to	to	ADP
fis-1633	101	2	this	this	DET
fis-1633	101	3	aim	aim	NOUN
fis-1633	101	4	,	,	PUNCT
fis-1633	101	5	in	in	ADP
fis-1633	101	6	2d	2d	NOUN
fis-1633	101	7	-	-	PUNCT
fis-1633	101	8	parc	parc	NOUN
fis-1633	101	9	model	model	NOUN
fis-1633	101	10	a	a	DET
fis-1633	101	11	reduced	reduce	VERB
fis-1633	101	12	young	young	ADJ
fis-1633	101	13	modulus	modulus	NOUN
fis-1633	101	14	ec	ec	PROPN
fis-1633	101	15	is	be	AUX
fis-1633	101	16	simply	simply	ADV
fis-1633	101	17	considered	consider	VERB
fis-1633	101	18	,	,	PUNCT
fis-1633	101	19	equal	equal	ADJ
fis-1633	101	20	to	to	ADP
fis-1633	101	21	25	25	NUM
fis-1633	101	22	%	%	NOUN
fis-1633	101	23	that	that	PRON
fis-1633	101	24	of	of	ADP
fis-1633	101	25	undeformed	undeformed	ADJ
fis-1633	101	26	concrete	concrete	NOUN
fis-1633	101	27	,	,	PUNCT
fis-1633	101	28	as	as	SCONJ
fis-1633	101	29	suggested	suggest	VERB
fis-1633	101	30	also	also	ADV
fis-1633	101	31	in	in	ADP
fis-1633	101	32	[	[	X
fis-1633	101	33	27	27	NUM
fis-1633	101	34	]	]	PUNCT
fis-1633	101	35	.	.	PUNCT
fis-1633	102	1	modeling	modeling	NOUN
fis-1633	102	2	of	of	ADP
fis-1633	102	3	concrete	concrete	ADJ
fis-1633	102	4	behavior	behavior	NOUN
fis-1633	102	5	in	in	ADP
fis-1633	102	6	the	the	DET
fis-1633	102	7	cracked	cracked	ADJ
fis-1633	102	8	stage	stage	NOUN
fis-1633	102	9	the	the	DET
fis-1633	102	10	above	above	ADJ
fis-1633	102	11	described	describe	VERB
fis-1633	102	12	formulation	formulation	NOUN
fis-1633	102	13	has	have	AUX
fis-1633	102	14	been	be	AUX
fis-1633	102	15	applied	apply	VERB
fis-1633	102	16	also	also	ADV
fis-1633	102	17	in	in	ADP
fis-1633	102	18	the	the	DET
fis-1633	102	19	cracked	crack	VERB
fis-1633	102	20	stage	stage	NOUN
fis-1633	102	21	for	for	ADP
fis-1633	102	22	the	the	DET
fis-1633	102	23	evaluation	evaluation	NOUN
fis-1633	102	24	of	of	ADP
fis-1633	102	25	the	the	DET
fis-1633	102	26	stiffness	stiffness	ADJ
fis-1633	102	27	matrix	matrix	NOUN
fis-1633	102	28	of	of	ADP
fis-1633	102	29	concrete	concrete	NOUN
fis-1633	102	30	between	between	ADP
fis-1633	102	31	cracks	crack	NOUN
fis-1633	102	32	,	,	PUNCT
fis-1633	102	33	[	[	X
fis-1633	102	34	dc	dc	X
fis-1633	102	35	]	]	PUNCT
fis-1633	102	36	.	.	PUNCT
fis-1633	103	1	however	however	ADV
fis-1633	103	2	,	,	PUNCT
fis-1633	103	3	in	in	ADP
fis-1633	103	4	order	order	NOUN
fis-1633	103	5	to	to	PART
fis-1633	103	6	include	include	VERB
fis-1633	103	7	damaging	damage	VERB
fis-1633	103	8	due	due	ADP
fis-1633	103	9	to	to	ADP
fis-1633	103	10	the	the	DET
fis-1633	103	11	presence	presence	NOUN
fis-1633	103	12	of	of	ADP
fis-1633	103	13	cracks	crack	NOUN
fis-1633	103	14	,	,	PUNCT
fis-1633	103	15	a	a	DET
fis-1633	103	16	proper	proper	ADJ
fis-1633	103	17	reduction	reduction	NOUN
fis-1633	103	18	in	in	ADP
fis-1633	103	19	the	the	DET
fis-1633	103	20	concrete	concrete	ADJ
fis-1633	103	21	compressive	compressive	ADJ
fis-1633	103	22	strength	strength	NOUN
fis-1633	103	23	and	and	CCONJ
fis-1633	103	24	stiffness	stiffness	NOUN
fis-1633	103	25	has	have	AUX
fis-1633	103	26	been	be	AUX
fis-1633	103	27	operated	operate	VERB
fis-1633	103	28	.	.	PUNCT
fis-1633	104	1	to	to	ADP
fis-1633	104	2	this	this	DET
fis-1633	104	3	aim	aim	NOUN
fis-1633	104	4	,	,	PUNCT
fis-1633	104	5	the	the	DET
fis-1633	104	6	biaxial	biaxial	ADJ
fis-1633	104	7	concrete	concrete	ADJ
fis-1633	104	8	failure	failure	NOUN
fis-1633	104	9	envelope	envelope	NOUN
fis-1633	104	10	shown	show	VERB
fis-1633	104	11	in	in	ADP
fis-1633	104	12	fig	fig	NOUN
fis-1633	104	13	.	.	PUNCT
fis-1633	104	14	1	1	NUM
fis-1633	104	15	has	have	AUX
fis-1633	104	16	been	be	AUX
fis-1633	104	17	properly	properly	ADV
fis-1633	104	18	reduced	reduce	VERB
fis-1633	104	19	,	,	PUNCT
fis-1633	104	20	following	follow	VERB
fis-1633	104	21	the	the	DET
fis-1633	104	22	relation	relation	NOUN
fis-1633	104	23	suggested	suggest	VERB
fis-1633	104	24	in	in	ADP
fis-1633	104	25	[	[	X
fis-1633	104	26	26	26	NUM
fis-1633	104	27	]	]	X
fis-1633	104	28	:	:	PUNCT
fis-1633	105	1	*	*	PUNCT
fis-1633	105	2	*	*	PUNCT
fis-1633	105	3	max	max	X
fis-1633	105	4	0	0	NUM
fis-1633	105	5	1	1	NUM
fis-1633	105	6	0.2	0.2	NUM
fis-1633	105	7	,	,	PUNCT
fis-1633	105	8	0.8	0.8	NUM
fis-1633	105	9			PROPN
fis-1633	105	10			PROPN
fis-1633	106	1			PROPN
fis-1633	106	2			PROPN
fis-1633	106	3			PROPN
fis-1633	106	4			PROPN
fis-1633	106	5			PROPN
fis-1633	106	6			NUM
fis-1633	106	7			PROPN
fis-1633	106	8			NOUN
fis-1633	106	9			X
fis-1633	106	10			NOUN
fis-1633	106	11			NOUN
fis-1633	106	12			PROPN
fis-1633	106	13			PROPN
fis-1633	106	14	c	c	NOUN
fis-1633	106	15	c	c	NOUN
fis-1633	106	16	c	c	NOUN
fis-1633	106	17	c	c	NOUN
fis-1633	106	18	c	c	NOUN
fis-1633	106	19	c	c	NOUN
fis-1633	106	20	f	f	PROPN
fis-1633	106	21	f	f	X
fis-1633	106	22	f	f	PROPN
fis-1633	106	23	f	f	PROPN
fis-1633	106	24	f	f	PROPN
fis-1633	106	25	,	,	PUNCT
fis-1633	106	26	(	(	PUNCT
fis-1633	106	27	10	10	NUM
fis-1633	106	28	)	)	PUNCT
fis-1633	106	29	where	where	SCONJ
fis-1633	106	30	max	max	PROPN
fis-1633	106	31	is	be	AUX
fis-1633	106	32	the	the	DET
fis-1633	106	33	current	current	ADJ
fis-1633	106	34	maximum	maximum	ADJ
fis-1633	106	35	principal	principal	ADJ
fis-1633	106	36	tensile	tensile	NOUN
fis-1633	106	37	strain	strain	NOUN
fis-1633	106	38	in	in	ADP
fis-1633	106	39	cracked	crack	VERB
fis-1633	106	40	concrete	concrete	NOUN
fis-1633	106	41	and	and	CCONJ
fis-1633	106	42	*	*	PUNCT
fis-1633	106	43	cf	cf	NOUN
fis-1633	106	44	is	be	AUX
fis-1633	106	45	the	the	DET
fis-1633	106	46	modified	modify	VERB
fis-1633	106	47	value	value	NOUN
fis-1633	106	48	of	of	ADP
fis-1633	106	49	the	the	DET
fis-1633	106	50	uniaxial	uniaxial	ADJ
fis-1633	106	51	compressive	compressive	ADJ
fis-1633	106	52	strength	strength	NOUN
fis-1633	106	53	at	at	ADP
fis-1633	106	54	peak	peak	NOUN
fis-1633	106	55	.	.	PUNCT
fis-1633	107	1	the	the	DET
fis-1633	107	2	corresponding	corresponding	ADJ
fis-1633	107	3	modified	modify	VERB
fis-1633	107	4	strain	strain	NOUN
fis-1633	107	5	*	*	PUNCT
fis-1633	107	6			PROPN
fis-1633	107	7	co	co	NOUN
fis-1633	107	8	can	can	AUX
fis-1633	107	9	be	be	AUX
fis-1633	107	10	in	in	ADP
fis-1633	107	11	turn	turn	NOUN
fis-1633	107	12	calculated	calculate	VERB
fis-1633	107	13	as	as	ADP
fis-1633	107	14	a	a	DET
fis-1633	107	15	function	function	NOUN
fis-1633	107	16	of	of	ADP
fis-1633	107	17	the	the	DET
fis-1633	107	18	initial	initial	ADJ
fis-1633	107	19	value	value	NOUN
fis-1633	107	20	of	of	ADP
fis-1633	107	21	the	the	DET
fis-1633	107	22	strain	strain	NOUN
fis-1633	107	23	c0	c0	NOUN
fis-1633	107	24	corresponding	correspond	VERB
fis-1633	107	25	to	to	PART
fis-1633	107	26	peak	peak	VERB
fis-1633	107	27	stress	stress	NOUN
fis-1633	107	28	in	in	ADP
fis-1633	107	29	uniaxial	uniaxial	ADJ
fis-1633	107	30	compression	compression	NOUN
fis-1633	107	31	,	,	PUNCT
fis-1633	107	32	through	through	ADP
fis-1633	107	33	the	the	DET
fis-1633	107	34	expression	expression	NOUN
fis-1633	107	35	:	:	PUNCT
fis-1633	107	36	*	*	PUNCT
fis-1633	107	37	max1	max1	PROPN
fis-1633	107	38	0.1	0.1	NUM
fis-1633	107	39			PROPN
fis-1633	107	40			PROPN
fis-1633	107	41			PROPN
fis-1633	108	1			PROPN
fis-1633	109	1			PROPN
fis-1633	109	2			PROPN
fis-1633	109	3			PROPN
fis-1633	109	4			PROPN
fis-1633	109	5			VERB
fis-1633	109	6			PRON
fis-1633	109	7			NOUN
fis-1633	109	8			NOUN
fis-1633	109	9			PROPN
fis-1633	109	10			PROPN
fis-1633	109	11	co	co	NOUN
fis-1633	109	12	co	co	VERB
fis-1633	109	13	co	co	VERB
fis-1633	109	14	.	.	PUNCT
fis-1633	110	1	(	(	PUNCT
fis-1633	110	2	11	11	NUM
fis-1633	110	3	)	)	PUNCT
fis-1633	110	4	comparisons	comparison	NOUN
fis-1633	110	5	with	with	ADP
fis-1633	110	6	experimental	experimental	ADJ
fis-1633	110	7	observations	observation	NOUN
fis-1633	110	8	he	he	PRON
fis-1633	110	9	capability	capability	NOUN
fis-1633	110	10	of	of	ADP
fis-1633	110	11	the	the	DET
fis-1633	110	12	proposed	propose	VERB
fis-1633	110	13	model	model	NOUN
fis-1633	110	14	to	to	PART
fis-1633	110	15	describe	describe	VERB
fis-1633	110	16	rc	rc	PROPN
fis-1633	110	17	global	global	ADJ
fis-1633	110	18	behavior	behavior	NOUN
fis-1633	110	19	and	and	CCONJ
fis-1633	110	20	crack	crack	VERB
fis-1633	110	21	pattern	pattern	NOUN
fis-1633	110	22	evolution	evolution	NOUN
fis-1633	110	23	has	have	AUX
fis-1633	110	24	been	be	AUX
fis-1633	110	25	verified	verify	VERB
fis-1633	110	26	against	against	ADP
fis-1633	110	27	the	the	DET
fis-1633	110	28	results	result	NOUN
fis-1633	110	29	of	of	ADP
fis-1633	110	30	two	two	NUM
fis-1633	110	31	well	well	ADV
fis-1633	110	32	-	-	PUNCT
fis-1633	110	33	documented	document	VERB
fis-1633	110	34	experimental	experimental	ADJ
fis-1633	110	35	programs	program	NOUN
fis-1633	110	36	concerning	concern	VERB
fis-1633	110	37	beams	beam	NOUN
fis-1633	110	38	without	without	ADP
fis-1633	110	39	shear	shear	NOUN
fis-1633	110	40	reinforcement	reinforcement	NOUN
fis-1633	110	41	[	[	X
fis-1633	110	42	17	17	NUM
fis-1633	110	43	,	,	PUNCT
fis-1633	110	44	18	18	NUM
fis-1633	110	45	]	]	PUNCT
fis-1633	110	46	.	.	PUNCT
fis-1633	111	1	among	among	ADP
fis-1633	111	2	several	several	ADJ
fis-1633	111	3	research	research	NOUN
fis-1633	111	4	projects	project	NOUN
fis-1633	111	5	,	,	PUNCT
fis-1633	111	6	the	the	DET
fis-1633	111	7	one	one	NOUN
fis-1633	111	8	carried	carry	VERB
fis-1633	111	9	out	out	ADP
fis-1633	111	10	by	by	ADP
fis-1633	111	11	vecchio	vecchio	PROPN
fis-1633	111	12	and	and	CCONJ
fis-1633	111	13	shim	shim	NOUN
fis-1633	111	14	[	[	X
fis-1633	111	15	17	17	NUM
fis-1633	111	16	]	]	PUNCT
fis-1633	111	17	has	have	AUX
fis-1633	111	18	been	be	AUX
fis-1633	111	19	selected	select	VERB
fis-1633	111	20	owing	owe	VERB
fis-1633	111	21	t	t	PROPN
fis-1633	111	22	p.	p.	PROPN
fis-1633	111	23	bernardi	bernardi	PROPN
fis-1633	111	24	et	et	PROPN
fis-1633	111	25	al	al	PROPN
fis-1633	111	26	,	,	PUNCT
fis-1633	111	27	frattura	frattura	PROPN
fis-1633	111	28	ed	ed	PROPN
fis-1633	111	29	integrità	integrità	PROPN
fis-1633	111	30	strutturale	strutturale	PROPN
fis-1633	111	31	,	,	PUNCT
fis-1633	111	32	35	35	NUM
fis-1633	111	33	(	(	PUNCT
fis-1633	111	34	2016	2016	NUM
fis-1633	111	35	)	)	PUNCT
fis-1633	111	36	98	98	NUM
fis-1633	111	37	-	-	SYM
fis-1633	111	38	107	107	NUM
fis-1633	111	39	;	;	PUNCT
fis-1633	111	40	doi	doi	NOUN
fis-1633	111	41	:	:	PUNCT
fis-1633	111	42	10.3221	10.3221	NUM
fis-1633	111	43	/	/	SYM
fis-1633	111	44	igf	igf	PROPN
fis-1633	111	45	-	-	PUNCT
fis-1633	111	46	esis.35.12	esis.35.12	NOUN
fis-1633	111	47	103	103	NUM
fis-1633	111	48	to	to	ADP
fis-1633	111	49	its	its	PRON
fis-1633	111	50	effectiveness	effectiveness	NOUN
fis-1633	111	51	,	,	PUNCT
fis-1633	111	52	being	be	AUX
fis-1633	111	53	a	a	DET
fis-1633	111	54	duplicate	duplicate	NOUN
fis-1633	111	55	of	of	ADP
fis-1633	111	56	the	the	DET
fis-1633	111	57	well	well	ADV
fis-1633	111	58	-	-	PUNCT
fis-1633	111	59	known	know	VERB
fis-1633	111	60	bresler	bresler	NOUN
fis-1633	111	61	and	and	CCONJ
fis-1633	111	62	scordelis	scordeli	VERB
fis-1633	111	63	beam	beam	NOUN
fis-1633	111	64	tests	test	NOUN
fis-1633	111	65	[	[	X
fis-1633	111	66	20	20	NUM
fis-1633	111	67	]	]	PUNCT
fis-1633	111	68	,	,	PUNCT
fis-1633	111	69	always	always	ADV
fis-1633	111	70	regarded	regard	VERB
fis-1633	111	71	as	as	ADP
fis-1633	111	72	benchmark	benchmark	NOUN
fis-1633	111	73	data	datum	NOUN
fis-1633	111	74	.	.	PUNCT
fis-1633	112	1	the	the	DET
fis-1633	112	2	choice	choice	NOUN
fis-1633	112	3	of	of	ADP
fis-1633	112	4	the	the	DET
fis-1633	112	5	experimental	experimental	ADJ
fis-1633	112	6	program	program	NOUN
fis-1633	112	7	undertaken	undertake	VERB
fis-1633	112	8	by	by	ADP
fis-1633	112	9	podgorniak	podgorniak	NOUN
fis-1633	112	10	-	-	PUNCT
fis-1633	112	11	stanik	stanik	X
fis-1633	112	12	[	[	X
fis-1633	112	13	18	18	NUM
fis-1633	112	14	]	]	PUNCT
fis-1633	112	15	has	have	AUX
fis-1633	112	16	instead	instead	ADV
fis-1633	112	17	been	be	AUX
fis-1633	112	18	related	relate	VERB
fis-1633	112	19	to	to	ADP
fis-1633	112	20	the	the	DET
fis-1633	112	21	availability	availability	NOUN
fis-1633	112	22	of	of	ADP
fis-1633	112	23	several	several	ADJ
fis-1633	112	24	experimental	experimental	ADJ
fis-1633	112	25	data	datum	NOUN
fis-1633	112	26	monitored	monitor	VERB
fis-1633	112	27	during	during	ADP
fis-1633	112	28	test	test	NOUN
fis-1633	112	29	execution	execution	NOUN
fis-1633	112	30	,	,	PUNCT
fis-1633	112	31	mainly	mainly	ADV
fis-1633	112	32	concerning	concern	VERB
fis-1633	112	33	the	the	DET
fis-1633	112	34	crack	crack	NOUN
fis-1633	112	35	pattern	pattern	NOUN
fis-1633	112	36	evolution	evolution	NOUN
fis-1633	112	37	with	with	ADP
fis-1633	112	38	increasing	increase	VERB
fis-1633	112	39	loads	load	NOUN
fis-1633	112	40	.	.	PUNCT
fis-1633	113	1	description	description	NOUN
fis-1633	113	2	of	of	ADP
fis-1633	113	3	experimental	experimental	ADJ
fis-1633	113	4	tests	test	NOUN
fis-1633	113	5	[	[	X
fis-1633	113	6	17	17	NUM
fis-1633	113	7	,	,	PUNCT
fis-1633	113	8	18	18	NUM
fis-1633	113	9	]	]	PUNCT
fis-1633	113	10	the	the	DET
fis-1633	113	11	attention	attention	NOUN
fis-1633	113	12	has	have	AUX
fis-1633	113	13	been	be	AUX
fis-1633	113	14	initially	initially	ADV
fis-1633	113	15	focused	focus	VERB
fis-1633	113	16	on	on	ADP
fis-1633	113	17	three	three	NUM
fis-1633	113	18	beams	beam	NOUN
fis-1633	113	19	without	without	ADP
fis-1633	113	20	stirrups	stirrup	NOUN
fis-1633	113	21	,	,	PUNCT
fis-1633	113	22	named	name	VERB
fis-1633	113	23	oa1	oa1	NOUN
fis-1633	113	24	,	,	PUNCT
fis-1633	113	25	oa2	oa2	PROPN
fis-1633	113	26	,	,	PUNCT
fis-1633	113	27	oa3	oa3	PROPN
fis-1633	113	28	,	,	PUNCT
fis-1633	113	29	tested	test	VERB
fis-1633	113	30	by	by	ADP
fis-1633	113	31	vecchio	vecchio	PROPN
fis-1633	113	32	and	and	CCONJ
fis-1633	113	33	shim	shim	NOUN
fis-1633	113	34	[	[	X
fis-1633	113	35	17	17	NUM
fis-1633	113	36	]	]	PUNCT
fis-1633	113	37	.	.	PUNCT
fis-1633	114	1	these	these	DET
fis-1633	114	2	specimens	specimen	NOUN
fis-1633	114	3	had	have	VERB
fis-1633	114	4	the	the	DET
fis-1633	114	5	same	same	ADJ
fis-1633	114	6	rectangular	rectangular	ADJ
fis-1633	114	7	cross	cross	NOUN
fis-1633	114	8	section	section	NOUN
fis-1633	114	9	305	305	NUM
fis-1633	114	10	mm	mm	NOUN
fis-1633	114	11	wide	wide	ADJ
fis-1633	114	12	and	and	CCONJ
fis-1633	114	13	552	552	NUM
fis-1633	114	14	mm	mm	NOUN
fis-1633	114	15	deep	deep	ADJ
fis-1633	114	16	and	and	CCONJ
fis-1633	114	17	a	a	DET
fis-1633	114	18	net	net	ADJ
fis-1633	114	19	span	span	NOUN
fis-1633	114	20	respectively	respectively	ADV
fis-1633	114	21	equal	equal	ADJ
fis-1633	114	22	to	to	ADP
fis-1633	114	23	3660	3660	NUM
fis-1633	114	24	mm	mm	PROPN
fis-1633	114	25	,	,	PUNCT
fis-1633	114	26	4570	4570	NUM
fis-1633	114	27	mm	mm	NOUN
fis-1633	114	28	and	and	CCONJ
fis-1633	114	29	6400	6400	NUM
fis-1633	114	30	mm	mm	PROPN
fis-1633	114	31	,	,	PUNCT
fis-1633	114	32	corresponding	correspond	VERB
fis-1633	114	33	to	to	ADP
fis-1633	114	34	an	an	DET
fis-1633	114	35	increasing	increase	VERB
fis-1633	114	36	amount	amount	NOUN
fis-1633	114	37	of	of	ADP
fis-1633	114	38	tension	tension	NOUN
fis-1633	114	39	reinforcement	reinforcement	NOUN
fis-1633	114	40	,	,	PUNCT
fis-1633	114	41	heavy	heavy	ADJ
fis-1633	114	42	enough	enough	ADV
fis-1633	114	43	to	to	PART
fis-1633	114	44	make	make	VERB
fis-1633	114	45	the	the	DET
fis-1633	114	46	beams	beam	NOUN
fis-1633	114	47	critical	critical	ADJ
fis-1633	114	48	in	in	ADP
fis-1633	114	49	shear	shear	NOUN
fis-1633	114	50	.	.	PUNCT
fis-1633	115	1	the	the	DET
fis-1633	115	2	main	main	ADJ
fis-1633	115	3	geometrical	geometrical	ADJ
fis-1633	115	4	details	detail	NOUN
fis-1633	115	5	of	of	ADP
fis-1633	115	6	the	the	DET
fis-1633	115	7	considered	consider	VERB
fis-1633	115	8	specimens	specimen	NOUN
fis-1633	115	9	and	and	CCONJ
fis-1633	115	10	their	their	PRON
fis-1633	115	11	reinforcement	reinforcement	NOUN
fis-1633	115	12	arrangement	arrangement	NOUN
fis-1633	115	13	are	be	AUX
fis-1633	115	14	summarized	summarize	VERB
fis-1633	115	15	in	in	ADP
fis-1633	115	16	fig	fig	NOUN
fis-1633	115	17	.	.	PUNCT
fis-1633	116	1	2a	2a	NUM
fis-1633	116	2	.	.	PUNCT
fis-1633	117	1	the	the	DET
fis-1633	117	2	three	three	NUM
fis-1633	117	3	beams	beam	NOUN
fis-1633	117	4	were	be	AUX
fis-1633	117	5	characterized	characterize	VERB
fis-1633	117	6	by	by	ADP
fis-1633	117	7	a	a	DET
fis-1633	117	8	progressively	progressively	ADV
fis-1633	117	9	increasing	increase	VERB
fis-1633	117	10	concrete	concrete	ADJ
fis-1633	117	11	compressive	compressive	ADJ
fis-1633	117	12	strength	strength	NOUN
fis-1633	117	13	fc	fc	PROPN
fis-1633	117	14	(	(	PUNCT
fis-1633	117	15	which	which	PRON
fis-1633	117	16	was	be	AUX
fis-1633	117	17	equal	equal	ADJ
fis-1633	117	18	to	to	ADP
fis-1633	117	19	22.6	22.6	NUM
fis-1633	117	20	,	,	PUNCT
fis-1633	117	21	25.9	25.9	NUM
fis-1633	117	22	and	and	CCONJ
fis-1633	117	23	43.5	43.5	NUM
fis-1633	117	24	mpa	mpa	NOUN
fis-1633	117	25	for	for	ADP
fis-1633	117	26	specimen	speciman	NOUN
fis-1633	117	27	oa1	oa1	NOUN
fis-1633	117	28	,	,	PUNCT
fis-1633	117	29	oa2	oa2	NOUN
fis-1633	117	30	and	and	CCONJ
fis-1633	117	31	oa3	oa3	NOUN
fis-1633	117	32	,	,	PUNCT
fis-1633	117	33	respectively	respectively	ADV
fis-1633	117	34	)	)	PUNCT
fis-1633	117	35	.	.	PUNCT
fis-1633	118	1	the	the	DET
fis-1633	118	2	main	main	ADJ
fis-1633	118	3	characteristics	characteristic	NOUN
fis-1633	118	4	of	of	ADP
fis-1633	118	5	the	the	DET
fis-1633	118	6	adopted	adopt	VERB
fis-1633	118	7	reinforcement	reinforcement	NOUN
fis-1633	118	8	,	,	PUNCT
fis-1633	118	9	both	both	CCONJ
fis-1633	118	10	in	in	ADP
fis-1633	118	11	terms	term	NOUN
fis-1633	118	12	of	of	ADP
fis-1633	118	13	geometrical	geometrical	ADJ
fis-1633	118	14	details	detail	NOUN
fis-1633	118	15	and	and	CCONJ
fis-1633	118	16	steel	steel	NOUN
fis-1633	118	17	properties	property	NOUN
fis-1633	118	18	,	,	PUNCT
fis-1633	118	19	can	can	AUX
fis-1633	118	20	be	be	AUX
fis-1633	118	21	found	find	VERB
fis-1633	118	22	in	in	ADP
fis-1633	118	23	[	[	X
fis-1633	118	24	17	17	NUM
fis-1633	118	25	]	]	PUNCT
fis-1633	118	26	,	,	PUNCT
fis-1633	118	27	to	to	PART
fis-1633	118	28	which	which	DET
fis-1633	118	29	reference	reference	NOUN
fis-1633	118	30	is	be	AUX
fis-1633	118	31	made	make	VERB
fis-1633	118	32	.	.	PUNCT
fis-1633	119	1	305	305	NUM
fis-1633	119	2	55	55	NUM
fis-1633	119	3	2	2	NUM
fis-1633	119	4	oa1	oa1	NOUN
fis-1633	119	5	oa2	oa2	VERB
fis-1633	119	6	oa3	oa3	NOUN
fis-1633	119	7	64	64	NUM
fis-1633	119	8	64m30	64m30	NUM
fis-1633	119	9	m30	m30	PROPN
fis-1633	119	10	m25	m25	PROPN
fis-1633	119	11	m30	m30	PROPN
fis-1633	119	12	m30	m30	PROPN
fis-1633	119	13	50	50	NUM
fis-1633	119	14	85	85	NUM
fis-1633	119	15	85	85	NUM
fis-1633	119	16	85	85	NUM
fis-1633	119	17	85	85	NUM
fis-1633	119	18	85	85	NUM
fis-1633	119	19	300	300	NUM
fis-1633	119	20	50	50	NUM
fis-1633	119	21	0	0	NUM
fis-1633	119	22	m25	m25	PROPN
fis-1633	119	23	m20	m20	PROPN
fis-1633	119	24	m25	m25	PROPN
fis-1633	119	25	m20	m20	PROPN
fis-1633	119	26	m10	m10	PROPN
fis-1633	119	27	50	50	NUM
fis-1633	119	28	m15	m15	NOUN
fis-1633	119	29	300	300	NUM
fis-1633	119	30	25	25	NUM
fis-1633	119	31	0	0	PUNCT
fis-1633	120	1	bn50	bn50	NOUN
fis-1633	120	2	bn50d	bn50d	NOUN
fis-1633	120	3	bn25	bn25	PROPN
fis-1633	120	4	bn25d	bn25d	VERB
fis-1633	120	5	25	25	NUM
fis-1633	120	6	40	40	NUM
fis-1633	120	7	40	40	NUM
fis-1633	120	8	40	40	NUM
fis-1633	120	9	40	40	NUM
fis-1633	120	10	40	40	NUM
fis-1633	120	11	m15	m15	NOUN
fis-1633	120	12	#	#	SYM
fis-1633	120	13	3	3	NUM
fis-1633	120	14	(	(	PUNCT
fis-1633	120	15	a	a	NOUN
fis-1633	120	16	)	)	PUNCT
fis-1633	120	17	(	(	PUNCT
fis-1633	120	18	b	b	X
fis-1633	120	19	)	)	PUNCT
fis-1633	120	20	m25m25	m25m25	NOUN
fis-1633	120	21	sample	sample	NOUN
fis-1633	120	22	span	span	NOUN
fis-1633	120	23	(	(	PUNCT
fis-1633	120	24	mm	mm	NOUN
fis-1633	120	25	)	)	PUNCT
fis-1633	120	26	l	l	NOUN
fis-1633	120	27	(	(	PUNCT
fis-1633	120	28	mm	mm	NOUN
fis-1633	120	29	)	)	PUNCT
fis-1633	120	30	longitudinal	longitudinal	ADJ
fis-1633	120	31	reinforcement	reinforcement	NOUN
fis-1633	120	32	oa1	oa1	NOUN
fis-1633	120	33	3660	3660	NUM
fis-1633	120	34	4100	4100	NUM
fis-1633	120	35	2	2	NUM
fis-1633	120	36	m25b	m25b	NOUN
fis-1633	120	37	,	,	PUNCT
fis-1633	120	38	2	2	NUM
fis-1633	120	39	m30	m30	NOUN
fis-1633	120	40	oa2	oa2	VERB
fis-1633	120	41	4570	4570	NUM
fis-1633	120	42	5010	5010	NUM
fis-1633	120	43	2	2	NUM
fis-1633	120	44	m25a	m25a	NOUN
fis-1633	120	45	,	,	PUNCT
fis-1633	120	46	3	3	NUM
fis-1633	120	47	m30	m30	NOUN
fis-1633	120	48	oa3	oa3	NOUN
fis-1633	120	49	6400	6400	NUM
fis-1633	120	50	6840	6840	NUM
fis-1633	120	51	2	2	NUM
fis-1633	120	52	m25b	m25b	NOUN
fis-1633	120	53	,	,	PUNCT
fis-1633	120	54	4	4	NUM
fis-1633	120	55	m30	m30	PROPN
fis-1633	120	56	sample	sample	NOUN
fis-1633	120	57	span	span	NOUN
fis-1633	120	58	(	(	PUNCT
fis-1633	120	59	mm	mm	NOUN
fis-1633	120	60	)	)	PUNCT
fis-1633	120	61	l	l	NOUN
fis-1633	120	62	(	(	PUNCT
fis-1633	120	63	mm	mm	INTJ
fis-1633	120	64	)	)	PUNCT
fis-1633	120	65	longitudinal	longitudinal	ADJ
fis-1633	120	66	reinforcement	reinforcement	NOUN
fis-1633	120	67	bn25	bn25	PROPN
fis-1633	120	68	1352	1352	NUM
fis-1633	120	69	1502	1502	NUM
fis-1633	120	70	3	3	NUM
fis-1633	120	71	m15	m15	PROPN
fis-1633	120	72	bn25d	bn25d	NOUN
fis-1633	120	73	1352	1352	NUM
fis-1633	120	74	1502	1502	NUM
fis-1633	120	75	3	3	NUM
fis-1633	120	76	m15	m15	NOUN
fis-1633	120	77	,	,	PUNCT
fis-1633	120	78	10	10	NUM
fis-1633	120	79	#	#	SYM
fis-1633	120	80	3	3	NUM
fis-1633	120	81	bn50	bn50	PROPN
fis-1633	120	82	2700	2700	NUM
fis-1633	120	83	3000	3000	NUM
fis-1633	120	84	2	2	NUM
fis-1633	120	85	m20	m20	NOUN
fis-1633	120	86	,	,	PUNCT
fis-1633	120	87	1	1	NUM
fis-1633	120	88	m25	m25	NOUN
fis-1633	120	89	bn50d	bn50d	NOUN
fis-1633	120	90	2700	2700	NUM
fis-1633	120	91	3000	3000	NUM
fis-1633	120	92	2	2	NUM
fis-1633	120	93	m20	m20	NOUN
fis-1633	120	94	,	,	PUNCT
fis-1633	120	95	1	1	NUM
fis-1633	120	96	m25	m25	NUM
fis-1633	120	97	,	,	PUNCT
fis-1633	120	98	10m10	10m10	NUM
fis-1633	120	99	figure	figure	NOUN
fis-1633	120	100	2	2	NUM
fis-1633	120	101	:	:	PUNCT
fis-1633	120	102	geometric	geometric	ADJ
fis-1633	120	103	dimensions	dimension	NOUN
fis-1633	120	104	(	(	PUNCT
fis-1633	120	105	in	in	ADP
fis-1633	120	106	mm	mm	PROPN
fis-1633	120	107	)	)	PUNCT
fis-1633	120	108	and	and	CCONJ
fis-1633	120	109	reinforcement	reinforcement	NOUN
fis-1633	120	110	arrangement	arrangement	NOUN
fis-1633	120	111	of	of	ADP
fis-1633	120	112	the	the	DET
fis-1633	120	113	analyzed	analyze	VERB
fis-1633	120	114	beams	beam	NOUN
fis-1633	120	115	:	:	PUNCT
fis-1633	120	116	(	(	PUNCT
fis-1633	120	117	a	a	X
fis-1633	120	118	)	)	PUNCT
fis-1633	120	119	oa	oa	PROPN
fis-1633	121	1	[	[	X
fis-1633	121	2	17	17	NUM
fis-1633	121	3	]	]	PUNCT
fis-1633	121	4	and	and	CCONJ
fis-1633	121	5	(	(	PUNCT
fis-1633	121	6	b	b	NOUN
fis-1633	121	7	)	)	PUNCT
fis-1633	121	8	bn	bn	NOUN
fis-1633	121	9	series	series	NOUN
fis-1633	121	10	[	[	X
fis-1633	121	11	18	18	NUM
fis-1633	121	12	]	]	PUNCT
fis-1633	121	13	.	.	PUNCT
fis-1633	122	1	all	all	DET
fis-1633	122	2	the	the	DET
fis-1633	122	3	tests	test	NOUN
fis-1633	122	4	were	be	AUX
fis-1633	122	5	performed	perform	VERB
fis-1633	122	6	under	under	ADP
fis-1633	122	7	loading	loading	NOUN
fis-1633	122	8	control	control	NOUN
fis-1633	122	9	,	,	PUNCT
fis-1633	122	10	with	with	ADP
fis-1633	122	11	a	a	DET
fis-1633	122	12	central	central	ADJ
fis-1633	122	13	point	point	NOUN
fis-1633	122	14	load	load	NOUN
fis-1633	122	15	,	,	PUNCT
fis-1633	122	16	until	until	ADP
fis-1633	122	17	the	the	DET
fis-1633	122	18	approaching	approaching	NOUN
fis-1633	122	19	of	of	ADP
fis-1633	122	20	the	the	DET
fis-1633	122	21	ultimate	ultimate	ADJ
fis-1633	122	22	stage	stage	NOUN
fis-1633	122	23	,	,	PUNCT
fis-1633	122	24	when	when	SCONJ
fis-1633	122	25	the	the	DET
fis-1633	122	26	procedure	procedure	NOUN
fis-1633	122	27	was	be	AUX
fis-1633	122	28	switched	switch	VERB
fis-1633	122	29	to	to	ADP
fis-1633	122	30	displacement	displacement	ADJ
fis-1633	122	31	control	control	NOUN
fis-1633	122	32	so	so	SCONJ
fis-1633	122	33	to	to	PART
fis-1633	122	34	allow	allow	VERB
fis-1633	122	35	the	the	DET
fis-1633	122	36	evaluation	evaluation	NOUN
fis-1633	122	37	of	of	ADP
fis-1633	122	38	the	the	DET
fis-1633	122	39	post	post	ADJ
fis-1633	122	40	-	-	ADJ
fis-1633	122	41	peak	peak	ADJ
fis-1633	122	42	behavior	behavior	NOUN
fis-1633	122	43	.	.	PUNCT
fis-1633	123	1	as	as	SCONJ
fis-1633	123	2	already	already	ADV
fis-1633	123	3	mentioned	mention	VERB
fis-1633	123	4	,	,	PUNCT
fis-1633	123	5	the	the	DET
fis-1633	123	6	purpose	purpose	NOUN
fis-1633	123	7	of	of	ADP
fis-1633	123	8	this	this	DET
fis-1633	123	9	experimental	experimental	ADJ
fis-1633	123	10	program	program	NOUN
fis-1633	123	11	was	be	AUX
fis-1633	123	12	to	to	PART
fis-1633	123	13	recreate	recreate	VERB
fis-1633	123	14	,	,	PUNCT
fis-1633	123	15	as	as	ADV
fis-1633	123	16	much	much	ADV
fis-1633	123	17	as	as	ADP
fis-1633	123	18	possible	possible	ADJ
fis-1633	123	19	,	,	PUNCT
fis-1633	123	20	the	the	DET
fis-1633	123	21	bresler	bresler	NOUN
fis-1633	123	22	and	and	CCONJ
fis-1633	123	23	scordelis	scordeli	NOUN
fis-1633	123	24	tests	test	VERB
fis-1633	123	25	[	[	X
fis-1633	123	26	20	20	NUM
fis-1633	123	27	]	]	PUNCT
fis-1633	123	28	,	,	PUNCT
fis-1633	123	29	in	in	ADP
fis-1633	123	30	terms	term	NOUN
fis-1633	123	31	of	of	ADP
fis-1633	123	32	geometrical	geometrical	ADJ
fis-1633	123	33	dimensions	dimension	NOUN
fis-1633	123	34	,	,	PUNCT
fis-1633	123	35	reinforcement	reinforcement	NOUN
fis-1633	123	36	details	detail	NOUN
fis-1633	123	37	,	,	PUNCT
fis-1633	123	38	material	material	NOUN
fis-1633	123	39	strengths	strength	NOUN
fis-1633	123	40	and	and	CCONJ
fis-1633	123	41	loading	loading	NOUN
fis-1633	123	42	.	.	PUNCT
fis-1633	124	1	compared	compare	VERB
fis-1633	124	2	to	to	ADP
fis-1633	124	3	these	these	DET
fis-1633	124	4	latter	latter	ADJ
fis-1633	124	5	,	,	PUNCT
fis-1633	124	6	the	the	DET
fis-1633	124	7	beams	beam	NOUN
fis-1633	124	8	tested	test	VERB
fis-1633	124	9	by	by	ADP
fis-1633	124	10	vecchio	vecchio	PROPN
fis-1633	124	11	and	and	CCONJ
fis-1633	124	12	shim	shim	NOUN
fis-1633	125	1	[	[	X
fis-1633	125	2	17	17	NUM
fis-1633	125	3	]	]	PUNCT
fis-1633	125	4	exhibited	exhibit	VERB
fis-1633	125	5	indeed	indeed	ADV
fis-1633	125	6	a	a	DET
fis-1633	125	7	very	very	ADV
fis-1633	125	8	similar	similar	ADJ
fis-1633	125	9	behavior	behavior	NOUN
fis-1633	125	10	,	,	PUNCT
fis-1633	125	11	with	with	ADP
fis-1633	125	12	only	only	ADV
fis-1633	125	13	few	few	ADJ
fis-1633	125	14	minor	minor	ADJ
fis-1633	125	15	differences	difference	NOUN
fis-1633	125	16	;	;	PUNCT
fis-1633	125	17	as	as	ADP
fis-1633	125	18	a	a	DET
fis-1633	125	19	consequence	consequence	NOUN
fis-1633	125	20	,	,	PUNCT
fis-1633	125	21	only	only	ADV
fis-1633	125	22	the	the	DET
fis-1633	125	23	specimens	specimen	NOUN
fis-1633	125	24	described	describe	VERB
fis-1633	125	25	in	in	ADP
fis-1633	125	26	[	[	X
fis-1633	125	27	17	17	NUM
fis-1633	125	28	]	]	PUNCT
fis-1633	125	29	have	have	AUX
fis-1633	125	30	been	be	AUX
fis-1633	125	31	considered	consider	VERB
fis-1633	125	32	in	in	ADP
fis-1633	125	33	the	the	DET
fis-1633	125	34	fe	fe	NOUN
fis-1633	125	35	analyses	analysis	NOUN
fis-1633	125	36	reported	report	VERB
fis-1633	125	37	herein	herein	NOUN
fis-1633	125	38	.	.	PUNCT
fis-1633	126	1	in	in	ADP
fis-1633	126	2	addition	addition	NOUN
fis-1633	126	3	to	to	ADP
fis-1633	126	4	this	this	DET
fis-1633	126	5	series	series	NOUN
fis-1633	126	6	,	,	PUNCT
fis-1633	126	7	other	other	ADJ
fis-1633	126	8	four	four	NUM
fis-1633	126	9	beams	beam	NOUN
fis-1633	126	10	(	(	PUNCT
fis-1633	126	11	originally	originally	ADV
fis-1633	126	12	named	name	VERB
fis-1633	126	13	bn25	bn25	PROPN
fis-1633	126	14	,	,	PUNCT
fis-1633	126	15	bn25d	bn25d	NOUN
fis-1633	126	16	,	,	PUNCT
fis-1633	126	17	bn50	bn50	PROPN
fis-1633	126	18	,	,	PUNCT
fis-1633	126	19	bn50d	bn50d	NOUN
fis-1633	126	20	)	)	PUNCT
fis-1633	126	21	belonging	belong	VERB
fis-1633	126	22	to	to	ADP
fis-1633	126	23	the	the	DET
fis-1633	126	24	extensive	extensive	ADJ
fis-1633	126	25	experimental	experimental	ADJ
fis-1633	126	26	program	program	NOUN
fis-1633	126	27	carried	carry	VERB
fis-1633	126	28	out	out	ADP
fis-1633	126	29	by	by	ADP
fis-1633	126	30	podgorniak	podgorniak	NOUN
fis-1633	126	31	-	-	PUNCT
fis-1633	126	32	stanik	stanik	X
fis-1633	127	1	[	[	X
fis-1633	127	2	18	18	NUM
fis-1633	127	3	]	]	PUNCT
fis-1633	127	4	,	,	PUNCT
fis-1633	127	5	have	have	AUX
fis-1633	127	6	been	be	AUX
fis-1633	127	7	numerically	numerically	ADV
fis-1633	127	8	analyzed	analyze	VERB
fis-1633	127	9	.	.	PUNCT
fis-1633	128	1	series	series	PROPN
fis-1633	128	2	25	25	NUM
fis-1633	128	3	and	and	CCONJ
fis-1633	128	4	50	50	NUM
fis-1633	128	5	differed	differ	VERB
fis-1633	128	6	from	from	ADP
fis-1633	128	7	each	each	DET
fis-1633	128	8	other	other	ADJ
fis-1633	128	9	in	in	ADP
fis-1633	128	10	terms	term	NOUN
fis-1633	128	11	of	of	ADP
fis-1633	128	12	transverse	transverse	NOUN
fis-1633	128	13	cross	cross	ADJ
fis-1633	128	14	-	-	ADJ
fis-1633	128	15	section	section	ADJ
fis-1633	128	16	dimensions	dimension	NOUN
fis-1633	128	17	,	,	PUNCT
fis-1633	128	18	respectively	respectively	ADV
fis-1633	128	19	equal	equal	ADJ
fis-1633	128	20	to	to	ADP
fis-1633	128	21	300	300	NUM
fis-1633	128	22	mm	mm	NOUN
fis-1633	128	23	x	x	SYM
fis-1633	128	24	250	250	NUM
fis-1633	128	25	mm	mm	NOUN
fis-1633	128	26	and	and	CCONJ
fis-1633	128	27	300	300	NUM
fis-1633	128	28	mm	mm	NOUN
fis-1633	128	29	x	x	PROPN
fis-1633	128	30	500	500	NUM
fis-1633	128	31	mm	mm	NOUN
fis-1633	128	32	,	,	PUNCT
fis-1633	128	33	and	and	CCONJ
fis-1633	128	34	in	in	ADP
fis-1633	128	35	terms	term	NOUN
fis-1633	128	36	of	of	ADP
fis-1633	128	37	net	net	ADJ
fis-1633	128	38	span	span	NOUN
fis-1633	128	39	,	,	PUNCT
fis-1633	128	40	which	which	PRON
fis-1633	128	41	was	be	AUX
fis-1633	128	42	nearly	nearly	ADV
fis-1633	128	43	doubled	double	VERB
fis-1633	128	44	for	for	ADP
fis-1633	128	45	the	the	DET
fis-1633	128	46	second	second	ADJ
fis-1633	128	47	one	one	NOUN
fis-1633	128	48	(	(	PUNCT
fis-1633	128	49	fig	fig	NOUN
fis-1633	128	50	.	.	PUNCT
fis-1633	128	51	2b	2b	NUM
fis-1633	128	52	)	)	PUNCT
fis-1633	128	53	.	.	PUNCT
fis-1633	129	1	moreover	moreover	ADV
fis-1633	129	2	,	,	PUNCT
fis-1633	129	3	the	the	DET
fis-1633	129	4	two	two	NUM
fis-1633	129	5	series	series	NOUN
fis-1633	129	6	were	be	AUX
fis-1633	129	7	characterized	characterize	VERB
fis-1633	129	8	by	by	ADP
fis-1633	129	9	almost	almost	ADV
fis-1633	129	10	the	the	DET
fis-1633	129	11	same	same	ADJ
fis-1633	129	12	tension	tension	NOUN
fis-1633	129	13	reinforcement	reinforcement	NOUN
fis-1633	129	14	ratio	ratio	NOUN
fis-1633	129	15	,	,	PUNCT
fis-1633	129	16	which	which	PRON
fis-1633	129	17	was	be	AUX
fis-1633	129	18	equal	equal	ADJ
fis-1633	129	19	on	on	ADP
fis-1633	129	20	average	average	ADJ
fis-1633	129	21	to	to	ADP
fis-1633	129	22	0.85	0.85	NUM
fis-1633	129	23	%	%	NOUN
fis-1633	129	24	for	for	ADP
fis-1633	129	25	beams	beam	NOUN
fis-1633	129	26	bn25	bn25	PROPN
fis-1633	129	27	and	and	CCONJ
fis-1633	129	28	bn50	bn50	PROPN
fis-1633	129	29	,	,	PUNCT
fis-1633	129	30	and	and	CCONJ
fis-1633	129	31	to	to	ADP
fis-1633	129	32	1.21	1.21	NUM
fis-1633	129	33	%	%	NOUN
fis-1633	129	34	for	for	ADP
fis-1633	129	35	beams	beam	NOUN
fis-1633	129	36	bn25d	bn25d	NOUN
fis-1633	129	37	and	and	CCONJ
fis-1633	129	38	bn50d	bn50d	NOUN
fis-1633	129	39	.	.	PUNCT
fis-1633	130	1	these	these	DET
fis-1633	130	2	two	two	NUM
fis-1633	130	3	last	last	ADJ
fis-1633	130	4	specimens	specimen	NOUN
fis-1633	130	5	contained	contain	VERB
fis-1633	130	6	indeed	indeed	ADV
fis-1633	130	7	additional	additional	ADJ
fis-1633	130	8	small	small	ADJ
fis-1633	130	9	longitudinal	longitudinal	ADJ
fis-1633	130	10	bars	bar	NOUN
fis-1633	130	11	distributed	distribute	VERB
fis-1633	130	12	along	along	ADP
fis-1633	130	13	the	the	DET
fis-1633	130	14	web	web	NOUN
fis-1633	130	15	.	.	PUNCT
fis-1633	131	1	more	more	ADJ
fis-1633	131	2	details	detail	NOUN
fis-1633	131	3	about	about	ADP
fis-1633	131	4	the	the	DET
fis-1633	131	5	geometric	geometric	ADJ
fis-1633	131	6	dimensions	dimension	NOUN
fis-1633	131	7	and	and	CCONJ
fis-1633	131	8	reinforcement	reinforcement	NOUN
fis-1633	131	9	arrangement	arrangement	NOUN
fis-1633	131	10	of	of	ADP
fis-1633	131	11	the	the	DET
fis-1633	131	12	examined	examine	VERB
fis-1633	131	13	beams	beam	NOUN
fis-1633	131	14	can	can	AUX
fis-1633	131	15	be	be	AUX
fis-1633	131	16	found	find	VERB
fis-1633	131	17	in	in	ADP
fis-1633	131	18	fig	fig	NOUN
fis-1633	131	19	.	.	PUNCT
fis-1633	132	1	2b	2b	NUM
fis-1633	132	2	.	.	PUNCT
fis-1633	133	1	all	all	DET
fis-1633	133	2	the	the	DET
fis-1633	133	3	beams	beam	NOUN
fis-1633	133	4	were	be	AUX
fis-1633	133	5	cast	cast	VERB
fis-1633	133	6	by	by	ADP
fis-1633	133	7	using	use	VERB
fis-1633	133	8	concrete	concrete	NOUN
fis-1633	133	9	with	with	ADP
fis-1633	133	10	a	a	DET
fis-1633	133	11	cylindrical	cylindrical	ADJ
fis-1633	133	12	compressive	compressive	ADJ
fis-1633	133	13	strength	strength	NOUN
fis-1633	133	14	equal	equal	ADJ
fis-1633	133	15	to	to	ADP
fis-1633	133	16	37	37	NUM
fis-1633	133	17	mpa	mpa	NOUN
fis-1633	133	18	.	.	PUNCT
fis-1633	134	1	mechanical	mechanical	ADJ
fis-1633	134	2	properties	property	NOUN
fis-1633	134	3	of	of	ADP
fis-1633	134	4	reinforcing	reinforce	VERB
fis-1633	134	5	steel	steel	NOUN
fis-1633	134	6	and	and	CCONJ
fis-1633	134	7	rebar	rebar	NOUN
fis-1633	134	8	details	detail	NOUN
fis-1633	134	9	can	can	AUX
fis-1633	134	10	be	be	AUX
fis-1633	134	11	found	find	VERB
fis-1633	134	12	in	in	ADP
fis-1633	134	13	[	[	X
fis-1633	134	14	18	18	NUM
fis-1633	134	15	]	]	PUNCT
fis-1633	134	16	.	.	PUNCT
fis-1633	135	1	all	all	DET
fis-1633	135	2	the	the	DET
fis-1633	135	3	tests	test	NOUN
fis-1633	135	4	were	be	AUX
fis-1633	135	5	performed	perform	VERB
fis-1633	135	6	under	under	ADP
fis-1633	135	7	loading	loading	NOUN
fis-1633	135	8	control	control	NOUN
fis-1633	135	9	,	,	PUNCT
fis-1633	135	10	by	by	ADP
fis-1633	135	11	applying	apply	VERB
fis-1633	135	12	a	a	DET
fis-1633	135	13	central	central	ADJ
fis-1633	135	14	point	point	NOUN
fis-1633	135	15	load	load	NOUN
fis-1633	135	16	in	in	ADP
fis-1633	135	17	several	several	ADJ
fis-1633	135	18	steps	step	NOUN
fis-1633	135	19	.	.	PUNCT
fis-1633	136	1	at	at	ADP
fis-1633	136	2	the	the	DET
fis-1633	136	3	end	end	NOUN
fis-1633	136	4	of	of	ADP
fis-1633	136	5	each	each	DET
fis-1633	136	6	step	step	NOUN
fis-1633	136	7	,	,	PUNCT
fis-1633	136	8	the	the	DET
fis-1633	136	9	load	load	NOUN
fis-1633	136	10	was	be	AUX
fis-1633	136	11	lowered	lower	VERB
fis-1633	136	12	to	to	ADP
fis-1633	136	13	approximately	approximately	ADV
fis-1633	136	14	90	90	NUM
fis-1633	136	15	%	%	NOUN
fis-1633	136	16	of	of	ADP
fis-1633	136	17	its	its	PRON
fis-1633	136	18	current	current	ADJ
fis-1633	136	19	peak	peak	NOUN
fis-1633	136	20	value	value	NOUN
fis-1633	136	21	and	and	CCONJ
fis-1633	136	22	then	then	ADV
fis-1633	136	23	increased	increase	VERB
fis-1633	136	24	again	again	ADV
fis-1633	136	25	.	.	PUNCT
fis-1633	137	1	during	during	ADP
fis-1633	137	2	all	all	DET
fis-1633	137	3	test	test	NOUN
fis-1633	137	4	execution	execution	NOUN
fis-1633	137	5	,	,	PUNCT
fis-1633	137	6	crack	crack	VERB
fis-1633	137	7	pattern	pattern	NOUN
fis-1633	137	8	evolution	evolution	NOUN
fis-1633	137	9	and	and	CCONJ
fis-1633	137	10	crack	crack	VERB
fis-1633	137	11	width	width	NOUN
fis-1633	137	12	were	be	AUX
fis-1633	137	13	monitored	monitor	VERB
fis-1633	137	14	in	in	ADP
fis-1633	137	15	detail	detail	NOUN
fis-1633	137	16	.	.	PUNCT
fis-1633	138	1	p.	p.	NOUN
fis-1633	138	2	bernardi	bernardi	PROPN
fis-1633	138	3	et	et	PROPN
fis-1633	138	4	al	al	PROPN
fis-1633	138	5	,	,	PUNCT
fis-1633	138	6	frattura	frattura	PROPN
fis-1633	138	7	ed	ed	PROPN
fis-1633	138	8	integrità	integrità	PROPN
fis-1633	138	9	strutturale	strutturale	PROPN
fis-1633	138	10	,	,	PUNCT
fis-1633	138	11	35	35	NUM
fis-1633	138	12	(	(	PUNCT
fis-1633	138	13	2016	2016	NUM
fis-1633	138	14	)	)	PUNCT
fis-1633	138	15	98	98	NUM
fis-1633	138	16	-	-	SYM
fis-1633	138	17	107	107	NUM
fis-1633	138	18	;	;	PUNCT
fis-1633	138	19	doi	doi	NOUN
fis-1633	138	20	:	:	PUNCT
fis-1633	138	21	10.3221	10.3221	NUM
fis-1633	138	22	/	/	SYM
fis-1633	138	23	igf	igf	PROPN
fis-1633	138	24	-	-	PUNCT
fis-1633	138	25	esis.35.12	esis.35.12	PROPN
fis-1633	138	26	104	104	NUM
fis-1633	138	27	numerical	numerical	ADJ
fis-1633	138	28	results	result	NOUN
fis-1633	138	29	vs.	vs.	ADP
fis-1633	138	30	experimental	experimental	ADJ
fis-1633	138	31	observations	observation	NOUN
fis-1633	138	32	numerical	numerical	ADJ
fis-1633	138	33	analyses	analysis	NOUN
fis-1633	138	34	have	have	AUX
fis-1633	138	35	been	be	AUX
fis-1633	138	36	carried	carry	VERB
fis-1633	138	37	out	out	ADP
fis-1633	138	38	by	by	ADP
fis-1633	138	39	implementing	implement	VERB
fis-1633	138	40	the	the	DET
fis-1633	138	41	above	above	ADJ
fis-1633	138	42	described	describe	VERB
fis-1633	138	43	2d	2d	NUM
fis-1633	138	44	-	-	PUNCT
fis-1633	138	45	parc	parc	NOUN
fis-1633	138	46	model	model	NOUN
fis-1633	138	47	into	into	ADP
fis-1633	138	48	a	a	DET
fis-1633	138	49	commercial	commercial	ADJ
fis-1633	138	50	fe	fe	X
fis-1633	138	51	code	code	PROPN
fis-1633	138	52	(	(	PUNCT
fis-1633	138	53	abaqus	abaqus	NOUN
fis-1633	138	54	,	,	PUNCT
fis-1633	138	55	[	[	X
fis-1633	138	56	28	28	NUM
fis-1633	138	57	]	]	NUM
fis-1633	138	58	)	)	PUNCT
fis-1633	138	59	.	.	PUNCT
fis-1633	139	1	taking	take	VERB
fis-1633	139	2	advantage	advantage	NOUN
fis-1633	139	3	of	of	ADP
fis-1633	139	4	the	the	DET
fis-1633	139	5	symmetry	symmetry	NOUN
fis-1633	139	6	of	of	ADP
fis-1633	139	7	the	the	DET
fis-1633	139	8	problem	problem	NOUN
fis-1633	139	9	,	,	PUNCT
fis-1633	139	10	only	only	ADV
fis-1633	139	11	one	one	NUM
fis-1633	139	12	half	half	NOUN
fis-1633	139	13	of	of	ADP
fis-1633	139	14	each	each	DET
fis-1633	139	15	beam	beam	NOUN
fis-1633	139	16	has	have	AUX
fis-1633	139	17	been	be	AUX
fis-1633	139	18	simulated	simulate	VERB
fis-1633	139	19	,	,	PUNCT
fis-1633	139	20	by	by	ADP
fis-1633	139	21	adopting	adopt	VERB
fis-1633	139	22	a	a	DET
fis-1633	139	23	fe	fe	NOUN
fis-1633	139	24	mesh	mesh	NOUN
fis-1633	139	25	constituted	constitute	VERB
fis-1633	139	26	by	by	ADP
fis-1633	139	27	quadratic	quadratic	ADJ
fis-1633	139	28	,	,	PUNCT
fis-1633	139	29	isoparametric	isoparametric	ADJ
fis-1633	139	30	8	8	NUM
fis-1633	139	31	-	-	PUNCT
fis-1633	139	32	node	node	ADJ
fis-1633	139	33	membrane	membrane	NOUN
fis-1633	139	34	elements	element	NOUN
fis-1633	139	35	with	with	ADP
fis-1633	139	36	reduced	reduced	ADJ
fis-1633	139	37	integration	integration	NOUN
fis-1633	139	38	(	(	PUNCT
fis-1633	139	39	4	4	NUM
fis-1633	139	40	gauss	gauss	ADJ
fis-1633	139	41	integration	integration	NOUN
fis-1633	139	42	points	point	NOUN
fis-1633	139	43	)	)	PUNCT
fis-1633	139	44	.	.	PUNCT
fis-1633	140	1	numerical	numerical	ADJ
fis-1633	140	2	analyses	analysis	NOUN
fis-1633	140	3	have	have	AUX
fis-1633	140	4	been	be	AUX
fis-1633	140	5	performed	perform	VERB
fis-1633	140	6	under	under	ADP
fis-1633	140	7	displacement	displacement	ADJ
fis-1633	140	8	control	control	NOUN
fis-1633	140	9	,	,	PUNCT
fis-1633	140	10	by	by	ADP
fis-1633	140	11	applying	apply	VERB
fis-1633	140	12	an	an	DET
fis-1633	140	13	increasingly	increasingly	ADV
fis-1633	140	14	displacement	displacement	NOUN
fis-1633	140	15	at	at	ADP
fis-1633	140	16	the	the	DET
fis-1633	140	17	loading	loading	NOUN
fis-1633	140	18	point	point	NOUN
fis-1633	140	19	,	,	PUNCT
fis-1633	140	20	in	in	ADP
fis-1633	140	21	order	order	NOUN
fis-1633	140	22	to	to	PART
fis-1633	140	23	achieve	achieve	VERB
fis-1633	140	24	a	a	DET
fis-1633	140	25	better	well	ADJ
fis-1633	140	26	numerical	numerical	ADJ
fis-1633	140	27	convergence	convergence	NOUN
fis-1633	140	28	and	and	CCONJ
fis-1633	140	29	evaluate	evaluate	VERB
fis-1633	140	30	also	also	ADV
fis-1633	140	31	the	the	DET
fis-1633	140	32	post	post	ADJ
fis-1633	140	33	-	-	ADJ
fis-1633	140	34	peak	peak	ADJ
fis-1633	140	35	behavior	behavior	NOUN
fis-1633	140	36	.	.	PUNCT
fis-1633	141	1	numerical	numerical	ADJ
fis-1633	141	2	and	and	CCONJ
fis-1633	141	3	experimental	experimental	ADJ
fis-1633	141	4	results	result	NOUN
fis-1633	141	5	have	have	AUX
fis-1633	141	6	been	be	AUX
fis-1633	141	7	first	first	ADV
fis-1633	141	8	compared	compare	VERB
fis-1633	141	9	by	by	ADP
fis-1633	141	10	considering	consider	VERB
fis-1633	141	11	the	the	DET
fis-1633	141	12	global	global	ADJ
fis-1633	141	13	response	response	NOUN
fis-1633	141	14	,	,	PUNCT
fis-1633	141	15	in	in	ADP
fis-1633	141	16	terms	term	NOUN
fis-1633	141	17	of	of	ADP
fis-1633	141	18	applied	applied	ADJ
fis-1633	141	19	load	load	NOUN
fis-1633	141	20	vs	vs	ADP
fis-1633	141	21	midspan	midspan	ADJ
fis-1633	141	22	deflection	deflection	NOUN
fis-1633	141	23	,	,	PUNCT
fis-1633	141	24	as	as	SCONJ
fis-1633	141	25	can	can	AUX
fis-1633	141	26	be	be	AUX
fis-1633	141	27	seen	see	VERB
fis-1633	141	28	from	from	ADP
fis-1633	141	29	figs	fig	NOUN
fis-1633	141	30	.	.	PUNCT
fis-1633	142	1	3	3	NUM
fis-1633	142	2	,	,	PUNCT
fis-1633	142	3	4	4	NUM
fis-1633	142	4	.	.	PUNCT
fis-1633	143	1	in	in	ADP
fis-1633	143	2	more	more	ADJ
fis-1633	143	3	details	detail	NOUN
fis-1633	143	4	,	,	PUNCT
fis-1633	143	5	figs	fig	NOUN
fis-1633	143	6	.	.	X
fis-1633	143	7	3	3	NUM
fis-1633	143	8	and	and	CCONJ
fis-1633	143	9	4a	4a	NUM
fis-1633	143	10	-	-	PUNCT
fis-1633	143	11	b	b	NOUN
fis-1633	143	12	refer	refer	NOUN
fis-1633	143	13	to	to	ADP
fis-1633	143	14	the	the	DET
fis-1633	143	15	three	three	NUM
fis-1633	143	16	specimens	specimen	NOUN
fis-1633	143	17	tested	test	VERB
fis-1633	143	18	by	by	ADP
fis-1633	143	19	vecchio	vecchio	PROPN
fis-1633	143	20	and	and	CCONJ
fis-1633	143	21	shim	shim	NOUN
fis-1633	143	22	[	[	X
fis-1633	143	23	17	17	NUM
fis-1633	143	24	]	]	PUNCT
fis-1633	143	25	.	.	PUNCT
fis-1633	144	1	on	on	ADP
fis-1633	144	2	the	the	DET
fis-1633	144	3	same	same	ADJ
fis-1633	144	4	graphs	graph	NOUN
fis-1633	144	5	,	,	PUNCT
fis-1633	144	6	also	also	ADV
fis-1633	144	7	the	the	DET
fis-1633	144	8	results	result	NOUN
fis-1633	144	9	obtained	obtain	VERB
fis-1633	144	10	by	by	ADP
fis-1633	144	11	bresler	bresler	NOUN
fis-1633	144	12	and	and	CCONJ
fis-1633	144	13	scordelis	scordeli	NOUN
fis-1633	144	14	[	[	X
fis-1633	144	15	20	20	NUM
fis-1633	144	16	]	]	PUNCT
fis-1633	144	17	on	on	ADP
fis-1633	144	18	nominally	nominally	ADV
fis-1633	144	19	identical	identical	ADJ
fis-1633	144	20	beams	beam	NOUN
fis-1633	144	21	are	be	AUX
fis-1633	144	22	reported	report	VERB
fis-1633	144	23	.	.	PUNCT
fis-1633	145	1	fig	fig	NOUN
fis-1633	145	2	.	.	PUNCT
fis-1633	146	1	3	3	NUM
fis-1633	146	2	shows	show	VERB
fis-1633	146	3	a	a	DET
fis-1633	146	4	comparison	comparison	NOUN
fis-1633	146	5	between	between	ADP
fis-1633	146	6	the	the	DET
fis-1633	146	7	experimental	experimental	ADJ
fis-1633	146	8	data	datum	NOUN
fis-1633	146	9	relative	relative	ADJ
fis-1633	146	10	to	to	ADP
fis-1633	146	11	specimen	speciman	NOUN
fis-1633	146	12	oa2	oa2	INTJ
fis-1633	146	13	and	and	CCONJ
fis-1633	146	14	the	the	DET
fis-1633	146	15	numerical	numerical	ADJ
fis-1633	146	16	results	result	NOUN
fis-1633	146	17	obtained	obtain	VERB
fis-1633	146	18	by	by	ADP
fis-1633	146	19	adopting	adopt	VERB
fis-1633	146	20	the	the	DET
fis-1633	146	21	2d	2d	NUM
fis-1633	146	22	-	-	PUNCT
fis-1633	146	23	parc	parc	NOUN
fis-1633	146	24	model	model	NOUN
fis-1633	146	25	,	,	PUNCT
fis-1633	146	26	respectively	respectively	ADV
fis-1633	146	27	implementing	implement	VERB
fis-1633	146	28	the	the	DET
fis-1633	146	29	non	non	ADJ
fis-1633	146	30	-	-	ADJ
fis-1633	146	31	linear	linear	ADJ
fis-1633	146	32	constitutive	constitutive	ADJ
fis-1633	146	33	relation	relation	NOUN
fis-1633	146	34	described	describe	VERB
fis-1633	146	35	above	above	ADP
fis-1633	146	36	or	or	CCONJ
fis-1633	146	37	a	a	DET
fis-1633	146	38	simple	simple	ADJ
fis-1633	146	39	linear	linear	ADJ
fis-1633	146	40	elastic	elastic	ADJ
fis-1633	146	41	matrix	matrix	NOUN
fis-1633	146	42	for	for	ADP
fis-1633	146	43	describing	describe	VERB
fis-1633	146	44	concrete	concrete	ADJ
fis-1633	146	45	behavior	behavior	NOUN
fis-1633	146	46	.	.	PUNCT
fis-1633	147	1	these	these	DET
fis-1633	147	2	results	result	NOUN
fis-1633	147	3	highlight	highlight	VERB
fis-1633	147	4	that	that	SCONJ
fis-1633	147	5	the	the	DET
fis-1633	147	6	assumption	assumption	NOUN
fis-1633	147	7	of	of	ADP
fis-1633	147	8	a	a	DET
fis-1633	147	9	constant	constant	ADJ
fis-1633	147	10	value	value	NOUN
fis-1633	147	11	for	for	ADP
fis-1633	147	12	concrete	concrete	ADJ
fis-1633	147	13	young	young	ADJ
fis-1633	147	14	modulus	modulus	NOUN
fis-1633	147	15	during	during	ADP
fis-1633	147	16	the	the	DET
fis-1633	147	17	analysis	analysis	NOUN
fis-1633	147	18	–	–	PUNCT
fis-1633	147	19	equal	equal	ADJ
fis-1633	147	20	to	to	ADP
fis-1633	147	21	its	its	PRON
fis-1633	147	22	initial	initial	ADJ
fis-1633	147	23	value	value	NOUN
fis-1633	147	24	(	(	PUNCT
fis-1633	147	25	ec	ec	PROPN
fis-1633	147	26	=	=	PROPN
fis-1633	147	27	eci	eci	PROPN
fis-1633	147	28	)	)	PUNCT
fis-1633	147	29	–	–	PUNCT
fis-1633	147	30	obviously	obviously	ADV
fis-1633	147	31	provides	provide	VERB
fis-1633	147	32	a	a	DET
fis-1633	147	33	stiffer	stiff	ADJ
fis-1633	147	34	response	response	NOUN
fis-1633	147	35	,	,	PUNCT
fis-1633	147	36	which	which	PRON
fis-1633	147	37	is	be	AUX
fis-1633	147	38	more	more	ADV
fis-1633	147	39	pronounced	pronounced	ADJ
fis-1633	147	40	for	for	ADP
fis-1633	147	41	higher	high	ADJ
fis-1633	147	42	values	value	NOUN
fis-1633	147	43	of	of	ADP
fis-1633	147	44	the	the	DET
fis-1633	147	45	applied	apply	VERB
fis-1633	147	46	load	load	NOUN
fis-1633	147	47	,	,	PUNCT
fis-1633	147	48	where	where	SCONJ
fis-1633	147	49	the	the	DET
fis-1633	147	50	effect	effect	NOUN
fis-1633	147	51	of	of	ADP
fis-1633	147	52	mechanical	mechanical	ADJ
fis-1633	147	53	non	non	ADJ
fis-1633	147	54	-	-	ADJ
fis-1633	147	55	linearity	linearity	NOUN
fis-1633	147	56	is	be	AUX
fis-1633	147	57	more	more	ADV
fis-1633	147	58	significant	significant	ADJ
fis-1633	147	59	.	.	PUNCT
fis-1633	148	1	moreover	moreover	ADV
fis-1633	148	2	,	,	PUNCT
fis-1633	148	3	the	the	DET
fis-1633	148	4	adoption	adoption	NOUN
fis-1633	148	5	of	of	ADP
fis-1633	148	6	a	a	DET
fis-1633	148	7	linear	linear	ADJ
fis-1633	148	8	elastic	elastic	ADJ
fis-1633	148	9	matrix	matrix	NOUN
fis-1633	148	10	for	for	ADP
fis-1633	148	11	concrete	concrete	ADJ
fis-1633	148	12	leads	lead	NOUN
fis-1633	148	13	in	in	ADP
fis-1633	148	14	this	this	DET
fis-1633	148	15	case	case	NOUN
fis-1633	148	16	to	to	ADP
fis-1633	148	17	a	a	DET
fis-1633	148	18	slight	slight	ADJ
fis-1633	148	19	underestimation	underestimation	NOUN
fis-1633	148	20	of	of	ADP
fis-1633	148	21	the	the	DET
fis-1633	148	22	failure	failure	NOUN
fis-1633	148	23	load	load	NOUN
fis-1633	148	24	.	.	PUNCT
fis-1633	149	1	a	a	DET
fis-1633	149	2	more	more	ADV
fis-1633	149	3	refined	refined	ADJ
fis-1633	149	4	description	description	NOUN
fis-1633	149	5	of	of	ADP
fis-1633	149	6	concrete	concrete	ADJ
fis-1633	149	7	behavior	behavior	NOUN
fis-1633	149	8	allows	allow	VERB
fis-1633	149	9	not	not	PART
fis-1633	149	10	only	only	ADV
fis-1633	149	11	an	an	DET
fis-1633	149	12	improved	improved	ADJ
fis-1633	149	13	modeling	modeling	NOUN
fis-1633	149	14	of	of	ADP
fis-1633	149	15	the	the	DET
fis-1633	149	16	experimental	experimental	ADJ
fis-1633	149	17	response	response	NOUN
fis-1633	149	18	until	until	ADP
fis-1633	149	19	failure	failure	NOUN
fis-1633	149	20	,	,	PUNCT
fis-1633	149	21	but	but	CCONJ
fis-1633	149	22	also	also	ADV
fis-1633	149	23	a	a	DET
fis-1633	149	24	much	much	ADV
fis-1633	149	25	more	more	ADV
fis-1633	149	26	stable	stable	ADJ
fis-1633	149	27	solution	solution	NOUN
fis-1633	149	28	,	,	PUNCT
fis-1633	149	29	since	since	SCONJ
fis-1633	149	30	the	the	DET
fis-1633	149	31	numerical	numerical	ADJ
fis-1633	149	32	analysis	analysis	NOUN
fis-1633	149	33	is	be	AUX
fis-1633	149	34	characterized	characterize	VERB
fis-1633	149	35	by	by	ADP
fis-1633	149	36	a	a	DET
fis-1633	149	37	better	well	ADJ
fis-1633	149	38	convergence	convergence	NOUN
fis-1633	149	39	.	.	PUNCT
fis-1633	150	1	on	on	ADP
fis-1633	150	2	the	the	DET
fis-1633	150	3	contrary	contrary	NOUN
fis-1633	150	4	,	,	PUNCT
fis-1633	150	5	both	both	DET
fis-1633	150	6	numerical	numerical	ADJ
fis-1633	150	7	analyses	analysis	NOUN
fis-1633	150	8	correctly	correctly	ADV
fis-1633	150	9	predict	predict	VERB
fis-1633	150	10	the	the	DET
fis-1633	150	11	experimental	experimental	ADJ
fis-1633	150	12	shear	shear	NOUN
fis-1633	150	13	failure	failure	NOUN
fis-1633	150	14	mode	mode	NOUN
fis-1633	150	15	and	and	CCONJ
fis-1633	150	16	the	the	DET
fis-1633	150	17	corresponding	corresponding	ADJ
fis-1633	150	18	final	final	ADJ
fis-1633	150	19	crack	crack	NOUN
fis-1633	150	20	pattern	pattern	NOUN
fis-1633	150	21	.	.	PUNCT
fis-1633	151	1	it	it	PRON
fis-1633	151	2	should	should	AUX
fis-1633	151	3	be	be	AUX
fis-1633	151	4	here	here	ADV
fis-1633	151	5	pointed	point	VERB
fis-1633	151	6	out	out	ADP
fis-1633	151	7	that	that	SCONJ
fis-1633	151	8	the	the	DET
fis-1633	151	9	numerical	numerical	ADJ
fis-1633	151	10	response	response	NOUN
fis-1633	151	11	obtained	obtain	VERB
fis-1633	151	12	through	through	ADP
fis-1633	151	13	the	the	DET
fis-1633	151	14	original	original	ADJ
fis-1633	151	15	formulation	formulation	NOUN
fis-1633	151	16	of	of	ADP
fis-1633	151	17	2d	2d	NOUN
fis-1633	151	18	-	-	PUNCT
fis-1633	151	19	parc	parc	NOUN
fis-1633	151	20	model	model	NOUN
fis-1633	151	21	described	describe	VERB
fis-1633	151	22	in	in	ADP
fis-1633	151	23	[	[	X
fis-1633	151	24	7	7	NUM
fis-1633	151	25	]	]	PUNCT
fis-1633	151	26	is	be	AUX
fis-1633	151	27	almost	almost	ADV
fis-1633	151	28	superimposed	superimpose	VERB
fis-1633	151	29	to	to	ADP
fis-1633	151	30	that	that	PRON
fis-1633	151	31	provided	provide	VERB
fis-1633	151	32	by	by	ADP
fis-1633	151	33	adopting	adopt	VERB
fis-1633	151	34	the	the	DET
fis-1633	151	35	concrete	concrete	ADJ
fis-1633	151	36	modeling	modeling	NOUN
fis-1633	151	37	proposed	propose	VERB
fis-1633	151	38	in	in	ADP
fis-1633	151	39	this	this	DET
fis-1633	151	40	work	work	NOUN
fis-1633	151	41	.	.	PUNCT
fis-1633	152	1	for	for	ADP
fis-1633	152	2	this	this	DET
fis-1633	152	3	reason	reason	NOUN
fis-1633	152	4	,	,	PUNCT
fis-1633	152	5	the	the	DET
fis-1633	152	6	corresponding	corresponding	ADJ
fis-1633	152	7	curve	curve	NOUN
fis-1633	152	8	has	have	AUX
fis-1633	152	9	not	not	PART
fis-1633	152	10	been	be	AUX
fis-1633	152	11	plotted	plot	VERB
fis-1633	152	12	,	,	PUNCT
fis-1633	152	13	so	so	SCONJ
fis-1633	152	14	as	as	SCONJ
fis-1633	152	15	to	to	PART
fis-1633	152	16	allow	allow	VERB
fis-1633	152	17	a	a	DET
fis-1633	152	18	better	well	ADJ
fis-1633	152	19	comprehension	comprehension	NOUN
fis-1633	152	20	of	of	ADP
fis-1633	152	21	the	the	DET
fis-1633	152	22	graphs	graph	NOUN
fis-1633	152	23	of	of	ADP
fis-1633	152	24	fig	fig	NOUN
fis-1633	152	25	.	.	PUNCT
fis-1633	153	1	3	3	X
fis-1633	153	2	.	.	X
fis-1633	153	3	in	in	ADP
fis-1633	153	4	both	both	DET
fis-1633	153	5	cases	case	NOUN
fis-1633	153	6	,	,	PUNCT
fis-1633	153	7	concrete	concrete	NOUN
fis-1633	153	8	is	be	AUX
fis-1633	153	9	indeed	indeed	ADV
fis-1633	153	10	treated	treat	VERB
fis-1633	153	11	as	as	ADP
fis-1633	153	12	a	a	DET
fis-1633	153	13	non	non	ADJ
fis-1633	153	14	-	-	ADJ
fis-1633	153	15	linear	linear	ADJ
fis-1633	153	16	elastic	elastic	ADJ
fis-1633	153	17	material	material	NOUN
fis-1633	153	18	subjected	subject	VERB
fis-1633	153	19	to	to	ADP
fis-1633	153	20	a	a	DET
fis-1633	153	21	biaxial	biaxial	ADJ
fis-1633	153	22	state	state	NOUN
fis-1633	153	23	of	of	ADP
fis-1633	153	24	stress	stress	NOUN
fis-1633	153	25	,	,	PUNCT
fis-1633	153	26	but	but	CCONJ
fis-1633	153	27	the	the	DET
fis-1633	153	28	here	here	ADV
fis-1633	153	29	proposed	propose	VERB
fis-1633	153	30	approach	approach	NOUN
fis-1633	153	31	is	be	AUX
fis-1633	153	32	preferable	preferable	ADJ
fis-1633	153	33	since	since	SCONJ
fis-1633	153	34	it	it	PRON
fis-1633	153	35	requires	require	VERB
fis-1633	153	36	a	a	DET
fis-1633	153	37	reduced	reduced	ADJ
fis-1633	153	38	computational	computational	ADJ
fis-1633	153	39	effort	effort	NOUN
fis-1633	153	40	and	and	CCONJ
fis-1633	153	41	leads	lead	VERB
fis-1633	153	42	to	to	ADP
fis-1633	153	43	an	an	DET
fis-1633	153	44	improved	improved	ADJ
fis-1633	153	45	convergence	convergence	NOUN
fis-1633	153	46	of	of	ADP
fis-1633	153	47	the	the	DET
fis-1633	153	48	algorithm	algorithm	NOUN
fis-1633	153	49	.	.	PUNCT
fis-1633	154	1	0	0	NUM
fis-1633	154	2	50	50	NUM
fis-1633	154	3	100	100	NUM
fis-1633	154	4	150	150	NUM
fis-1633	154	5	200	200	NUM
fis-1633	154	6	250	250	NUM
fis-1633	154	7	300	300	NUM
fis-1633	154	8	350	350	NUM
fis-1633	154	9	400	400	NUM
fis-1633	154	10	0	0	NUM
fis-1633	154	11	3	3	NUM
fis-1633	154	12	6	6	NUM
fis-1633	154	13	9	9	NUM
fis-1633	154	14	12	12	NUM
fis-1633	154	15	15	15	NUM
fis-1633	154	16	18	18	NUM
fis-1633	154	17	vecchio	vecchio	PROPN
fis-1633	154	18	-	-	PUNCT
fis-1633	154	19	shim	shim	NOUN
fis-1633	154	20	beam	beam	NOUN
fis-1633	154	21	bresler	bresler	NOUN
fis-1633	154	22	-	-	PUNCT
fis-1633	154	23	scordelis	scordeli	VERB
fis-1633	154	24	beam	beam	NOUN
fis-1633	154	25	nlfea	nlfea	PROPN
fis-1633	154	26	p	p	PROPN
fis-1633	155	1	[	[	X
fis-1633	155	2	kn	kn	X
fis-1633	155	3	]	]	X
fis-1633	155	4	δ	δ	PROPN
fis-1633	156	1	[	[	X
fis-1633	156	2	mm	mm	X
fis-1633	156	3	]	]	X
fis-1633	156	4	oa2	oa2	NOUN
fis-1633	156	5	nlfea	nlfea	PROPN
fis-1633	156	6	,	,	PUNCT
fis-1633	156	7	ec	ec	PROPN
fis-1633	156	8	=	=	PROPN
fis-1633	156	9	eci	eci	PROPN
fis-1633	156	10	figure	figure	NOUN
fis-1633	156	11	3	3	NUM
fis-1633	156	12	:	:	PUNCT
fis-1633	156	13	comparison	comparison	NOUN
fis-1633	156	14	between	between	ADP
fis-1633	156	15	experimental	experimental	ADJ
fis-1633	156	16	[	[	X
fis-1633	156	17	17	17	NUM
fis-1633	156	18	]	]	PUNCT
fis-1633	156	19	and	and	CCONJ
fis-1633	156	20	numerical	numerical	ADJ
fis-1633	156	21	results	result	NOUN
fis-1633	156	22	in	in	ADP
fis-1633	156	23	terms	term	NOUN
fis-1633	156	24	of	of	ADP
fis-1633	156	25	applied	applied	ADJ
fis-1633	156	26	load	load	NOUN
fis-1633	156	27	vs.	vs.	ADP
fis-1633	156	28	midspan	midspan	ADJ
fis-1633	156	29	deflection	deflection	NOUN
fis-1633	156	30	for	for	ADP
fis-1633	156	31	specimen	speciman	NOUN
fis-1633	156	32	oa2	oa2	NOUN
fis-1633	156	33	.	.	PUNCT
fis-1633	157	1	numerical	numerical	PROPN
fis-1633	157	2	analyses	analysis	NOUN
fis-1633	157	3	have	have	AUX
fis-1633	157	4	been	be	AUX
fis-1633	157	5	repeated	repeat	VERB
fis-1633	157	6	twice	twice	ADV
fis-1633	157	7	,	,	PUNCT
fis-1633	157	8	by	by	ADP
fis-1633	157	9	differently	differently	ADV
fis-1633	157	10	modeling	model	VERB
fis-1633	157	11	concrete	concrete	ADJ
fis-1633	157	12	behavior	behavior	NOUN
fis-1633	157	13	.	.	PUNCT
fis-1633	158	1	figs	fig	NOUN
fis-1633	158	2	.	.	PUNCT
fis-1633	159	1	4a	4a	NUM
fis-1633	159	2	-	-	PUNCT
fis-1633	159	3	b	b	NOUN
fis-1633	159	4	show	show	VERB
fis-1633	159	5	similar	similar	ADJ
fis-1633	159	6	comparisons	comparison	NOUN
fis-1633	159	7	for	for	ADP
fis-1633	159	8	the	the	DET
fis-1633	159	9	other	other	ADJ
fis-1633	159	10	two	two	NUM
fis-1633	159	11	specimens	specimen	NOUN
fis-1633	159	12	tested	test	VERB
fis-1633	159	13	by	by	ADP
fis-1633	159	14	vecchio	vecchio	PROPN
fis-1633	159	15	and	and	CCONJ
fis-1633	159	16	shim	shim	NOUN
fis-1633	159	17	[	[	X
fis-1633	159	18	17	17	NUM
fis-1633	159	19	]	]	PUNCT
fis-1633	159	20	,	,	PUNCT
fis-1633	159	21	namely	namely	ADV
fis-1633	159	22	oa1	oa1	NOUN
fis-1633	159	23	and	and	CCONJ
fis-1633	159	24	oa3	oa3	NOUN
fis-1633	159	25	beams	beam	NOUN
fis-1633	159	26	.	.	PUNCT
fis-1633	160	1	in	in	ADP
fis-1633	160	2	this	this	DET
fis-1633	160	3	case	case	NOUN
fis-1633	160	4	,	,	PUNCT
fis-1633	160	5	experimental	experimental	ADJ
fis-1633	160	6	data	datum	NOUN
fis-1633	160	7	have	have	AUX
fis-1633	160	8	been	be	AUX
fis-1633	160	9	only	only	ADV
fis-1633	160	10	compared	compare	VERB
fis-1633	160	11	with	with	ADP
fis-1633	160	12	the	the	DET
fis-1633	160	13	numerical	numerical	ADJ
fis-1633	160	14	response	response	NOUN
fis-1633	160	15	provided	provide	VERB
fis-1633	160	16	by	by	ADP
fis-1633	160	17	the	the	DET
fis-1633	160	18	improved	improved	ADJ
fis-1633	160	19	formulation	formulation	NOUN
fis-1633	160	20	of	of	ADP
fis-1633	160	21	2d	2d	NOUN
fis-1633	160	22	-	-	PUNCT
fis-1633	160	23	parc	parc	NOUN
fis-1633	160	24	model	model	NOUN
fis-1633	160	25	proposed	propose	VERB
fis-1633	160	26	herein	herein	NOUN
fis-1633	160	27	,	,	PUNCT
fis-1633	160	28	so	so	ADV
fis-1633	160	29	to	to	PART
fis-1633	160	30	better	well	ADV
fis-1633	160	31	appreciate	appreciate	VERB
fis-1633	160	32	its	its	PRON
fis-1633	160	33	effectiveness	effectiveness	NOUN
fis-1633	160	34	.	.	PUNCT
fis-1633	161	1	the	the	DET
fis-1633	161	2	graphs	graph	NOUN
fis-1633	161	3	highlight	highlight	VERB
fis-1633	161	4	the	the	DET
fis-1633	161	5	good	good	ADJ
fis-1633	161	6	capability	capability	NOUN
fis-1633	161	7	of	of	ADP
fis-1633	161	8	the	the	DET
fis-1633	161	9	model	model	NOUN
fis-1633	161	10	to	to	PART
fis-1633	161	11	represent	represent	VERB
fis-1633	161	12	the	the	DET
fis-1633	161	13	global	global	ADJ
fis-1633	161	14	behavior	behavior	NOUN
fis-1633	161	15	both	both	CCONJ
fis-1633	161	16	at	at	ADP
fis-1633	161	17	serviceability	serviceability	NOUN
fis-1633	161	18	(	(	PUNCT
fis-1633	161	19	cracking	cracking	NOUN
fis-1633	161	20	load	load	NOUN
fis-1633	161	21	)	)	PUNCT
fis-1633	161	22	and	and	CCONJ
fis-1633	161	23	at	at	ADP
fis-1633	161	24	ultimate	ultimate	ADJ
fis-1633	161	25	limit	limit	NOUN
fis-1633	161	26	state	state	NOUN
fis-1633	161	27	.	.	PUNCT
fis-1633	162	1	the	the	DET
fis-1633	162	2	peak	peak	NOUN
fis-1633	162	3	load	load	NOUN
fis-1633	162	4	is	be	AUX
fis-1633	162	5	accurately	accurately	ADV
fis-1633	162	6	predicted	predict	VERB
fis-1633	162	7	,	,	PUNCT
fis-1633	162	8	as	as	ADV
fis-1633	162	9	well	well	ADV
fis-1633	162	10	as	as	ADP
fis-1633	162	11	the	the	DET
fis-1633	162	12	brittle	brittle	ADJ
fis-1633	162	13	shear	shear	NOUN
fis-1633	162	14	failure	failure	NOUN
fis-1633	162	15	characterized	characterize	VERB
fis-1633	162	16	by	by	ADP
fis-1633	162	17	no	no	DET
fis-1633	162	18	ductility	ductility	NOUN
fis-1633	162	19	.	.	PUNCT
fis-1633	163	1	an	an	DET
fis-1633	163	2	accurate	accurate	ADJ
fis-1633	163	3	simulation	simulation	NOUN
fis-1633	163	4	of	of	ADP
fis-1633	163	5	the	the	DET
fis-1633	163	6	experimental	experimental	ADJ
fis-1633	163	7	behavior	behavior	NOUN
fis-1633	163	8	,	,	PUNCT
fis-1633	163	9	both	both	CCONJ
fis-1633	163	10	in	in	ADP
fis-1633	163	11	terms	term	NOUN
fis-1633	163	12	of	of	ADP
fis-1633	163	13	stiffness	stiffness	NOUN
fis-1633	163	14	and	and	CCONJ
fis-1633	163	15	failure	failure	NOUN
fis-1633	163	16	load	load	NOUN
fis-1633	163	17	,	,	PUNCT
fis-1633	163	18	has	have	AUX
fis-1633	163	19	been	be	AUX
fis-1633	163	20	also	also	ADV
fis-1633	163	21	obtained	obtain	VERB
fis-1633	163	22	for	for	ADP
fis-1633	163	23	specimens	specimen	NOUN
fis-1633	163	24	tested	test	VERB
fis-1633	163	25	by	by	ADP
fis-1633	163	26	podgorniak	podgorniak	NOUN
fis-1633	163	27	-	-	PUNCT
fis-1633	163	28	stanik	stanik	X
fis-1633	164	1	[	[	X
fis-1633	164	2	18	18	NUM
fis-1633	164	3	]	]	PUNCT
fis-1633	164	4	,	,	PUNCT
fis-1633	164	5	as	as	SCONJ
fis-1633	164	6	shown	show	VERB
fis-1633	164	7	in	in	ADP
fis-1633	164	8	figs	fig	NOUN
fis-1633	164	9	.	.	PUNCT
fis-1633	165	1	4c	4c	NOUN
fis-1633	165	2	-	-	PUNCT
fis-1633	165	3	d.	d.	PROPN
fis-1633	165	4	the	the	DET
fis-1633	165	5	adopted	adopt	VERB
fis-1633	165	6	fe	fe	NOUN
fis-1633	165	7	model	model	NOUN
fis-1633	165	8	is	be	AUX
fis-1633	165	9	also	also	ADV
fis-1633	165	10	able	able	ADJ
fis-1633	165	11	to	to	PART
fis-1633	165	12	predict	predict	VERB
fis-1633	165	13	that	that	SCONJ
fis-1633	165	14	beams	beam	NOUN
fis-1633	165	15	bn25d	bn25d	NOUN
fis-1633	165	16	and	and	CCONJ
fis-1633	165	17	bn50d	bn50d	NOUN
fis-1633	165	18	(	(	PUNCT
fis-1633	165	19	containing	contain	VERB
fis-1633	165	20	an	an	DET
fis-1633	165	21	additional	additional	ADJ
fis-1633	165	22	distributed	distribute	VERB
fis-1633	165	23	reinforcement	reinforcement	NOUN
fis-1633	165	24	on	on	ADP
fis-1633	165	25	element	element	ADJ
fis-1633	165	26	sides	side	NOUN
fis-1633	165	27	,	,	PUNCT
fis-1633	165	28	in	in	ADP
fis-1633	165	29	addition	addition	NOUN
fis-1633	165	30	to	to	ADP
fis-1633	165	31	the	the	DET
fis-1633	165	32	main	main	ADJ
fis-1633	165	33	flexural	flexural	ADJ
fis-1633	165	34	bottom	bottom	NOUN
fis-1633	165	35	rebars	rebar	NOUN
fis-1633	165	36	)	)	PUNCT
fis-1633	165	37	fail	fail	VERB
fis-1633	165	38	for	for	ADP
fis-1633	165	39	higher	high	ADJ
fis-1633	165	40	shear	shear	NOUN
fis-1633	165	41	stresses	stress	NOUN
fis-1633	165	42	than	than	ADP
fis-1633	165	43	the	the	DET
fis-1633	165	44	corresponding	corresponding	ADJ
fis-1633	165	45	specimens	specimen	NOUN
fis-1633	165	46	bn25	bn25	PROPN
fis-1633	165	47	and	and	CCONJ
fis-1633	165	48	bn50	bn50	PROPN
fis-1633	165	49	,	,	PUNCT
fis-1633	165	50	as	as	SCONJ
fis-1633	165	51	provided	provide	VERB
fis-1633	165	52	by	by	ADP
fis-1633	165	53	test	test	NOUN
fis-1633	165	54	results	result	NOUN
fis-1633	165	55	.	.	PUNCT
fis-1633	166	1	therefore	therefore	ADV
fis-1633	166	2	,	,	PUNCT
fis-1633	166	3	the	the	DET
fis-1633	166	4	satisfactory	satisfactory	ADJ
fis-1633	166	5	agreement	agreement	NOUN
fis-1633	166	6	between	between	ADP
fis-1633	166	7	experimental	experimental	ADJ
fis-1633	166	8	and	and	CCONJ
fis-1633	166	9	numerical	numerical	ADJ
fis-1633	166	10	responses	response	NOUN
fis-1633	166	11	proves	prove	VERB
fis-1633	166	12	that	that	SCONJ
fis-1633	166	13	the	the	DET
fis-1633	166	14	proposed	propose	VERB
fis-1633	166	15	model	model	NOUN
fis-1633	166	16	is	be	AUX
fis-1633	166	17	able	able	ADJ
fis-1633	166	18	to	to	PART
fis-1633	166	19	correctly	correctly	ADV
fis-1633	166	20	describe	describe	VERB
fis-1633	166	21	the	the	DET
fis-1633	166	22	experimental	experimental	ADJ
fis-1633	166	23	behavior	behavior	NOUN
fis-1633	166	24	for	for	ADP
fis-1633	166	25	different	different	ADJ
fis-1633	166	26	specimen	speciman	NOUN
fis-1633	166	27	geometries	geometry	NOUN
fis-1633	166	28	,	,	PUNCT
fis-1633	166	29	as	as	ADV
fis-1633	166	30	well	well	ADV
fis-1633	166	31	as	as	ADP
fis-1633	166	32	different	different	ADJ
fis-1633	166	33	reinforcement	reinforcement	NOUN
fis-1633	166	34	arrangements	arrangement	NOUN
fis-1633	166	35	.	.	PUNCT
fis-1633	167	1	p.	p.	NOUN
fis-1633	167	2	bernardi	bernardi	PROPN
fis-1633	167	3	et	et	PROPN
fis-1633	167	4	al	al	PROPN
fis-1633	167	5	,	,	PUNCT
fis-1633	167	6	frattura	frattura	PROPN
fis-1633	167	7	ed	ed	PROPN
fis-1633	167	8	integrità	integrità	PROPN
fis-1633	167	9	strutturale	strutturale	PROPN
fis-1633	167	10	,	,	PUNCT
fis-1633	167	11	35	35	NUM
fis-1633	167	12	(	(	PUNCT
fis-1633	167	13	2016	2016	NUM
fis-1633	167	14	)	)	PUNCT
fis-1633	167	15	98	98	NUM
fis-1633	167	16	-	-	SYM
fis-1633	167	17	107	107	NUM
fis-1633	167	18	;	;	PUNCT
fis-1633	167	19	doi	doi	NOUN
fis-1633	167	20	:	:	PUNCT
fis-1633	167	21	10.3221	10.3221	NUM
fis-1633	167	22	/	/	SYM
fis-1633	167	23	igf	igf	PROPN
fis-1633	167	24	-	-	PUNCT
fis-1633	167	25	esis.35.12	esis.35.12	PROPN
fis-1633	167	26	105	105	NUM
fis-1633	167	27	     	     	SPACE
fis-1633	167	28	0	0	NUM
fis-1633	167	29	50	50	NUM
fis-1633	167	30	100	100	NUM
fis-1633	167	31	150	150	NUM
fis-1633	167	32	200	200	NUM
fis-1633	167	33	250	250	NUM
fis-1633	167	34	300	300	NUM
fis-1633	167	35	350	350	NUM
fis-1633	167	36	400	400	NUM
fis-1633	167	37	0	0	NUM
fis-1633	167	38	2	2	NUM
fis-1633	167	39	4	4	NUM
fis-1633	167	40	6	6	NUM
fis-1633	167	41	8	8	NUM
fis-1633	167	42	10	10	NUM
fis-1633	167	43	vecchio	vecchio	PROPN
fis-1633	167	44	-	-	PUNCT
fis-1633	167	45	shim	shim	NOUN
fis-1633	167	46	beam	beam	NOUN
fis-1633	167	47	bresler	bresler	NOUN
fis-1633	167	48	-	-	PUNCT
fis-1633	167	49	scordelis	scordeli	VERB
fis-1633	167	50	beam	beam	NOUN
fis-1633	167	51	nlfea	nlfea	PROPN
fis-1633	167	52	p	p	PROPN
fis-1633	168	1	[	[	X
fis-1633	168	2	kn	kn	X
fis-1633	168	3	]	]	X
fis-1633	168	4	δ	δ	PROPN
fis-1633	169	1	[	[	X
fis-1633	169	2	mm	mm	X
fis-1633	169	3	]	]	X
fis-1633	169	4	oa1	oa1	NOUN
fis-1633	169	5	0	0	NUM
fis-1633	169	6	50	50	NUM
fis-1633	169	7	100	100	NUM
fis-1633	169	8	150	150	NUM
fis-1633	169	9	200	200	NUM
fis-1633	169	10	250	250	NUM
fis-1633	169	11	300	300	NUM
fis-1633	169	12	350	350	NUM
fis-1633	169	13	400	400	NUM
fis-1633	169	14	0	0	NUM
fis-1633	169	15	5	5	NUM
fis-1633	169	16	10	10	NUM
fis-1633	169	17	15	15	NUM
fis-1633	169	18	20	20	NUM
fis-1633	169	19	25	25	NUM
fis-1633	169	20	30	30	NUM
fis-1633	169	21	35	35	NUM
fis-1633	169	22	40	40	NUM
fis-1633	169	23	vecchio	vecchio	PROPN
fis-1633	169	24	-	-	PUNCT
fis-1633	169	25	shim	shim	NOUN
fis-1633	169	26	beam	beam	NOUN
fis-1633	169	27	bresler	bresler	NOUN
fis-1633	169	28	-	-	PUNCT
fis-1633	169	29	scordelis	scordeli	VERB
fis-1633	169	30	beam	beam	NOUN
fis-1633	169	31	nlfea	nlfea	PROPN
fis-1633	169	32	p	p	PROPN
fis-1633	170	1	[	[	X
fis-1633	170	2	kn	kn	X
fis-1633	170	3	]	]	X
fis-1633	170	4	δ	δ	PROPN
fis-1633	171	1	[	[	X
fis-1633	171	2	mm	mm	X
fis-1633	171	3	]	]	X
fis-1633	171	4	oa3	oa3	NOUN
fis-1633	171	5	0	0	NUM
fis-1633	171	6	50	50	NUM
fis-1633	171	7	100	100	NUM
fis-1633	171	8	150	150	NUM
fis-1633	171	9	200	200	NUM
fis-1633	171	10	250	250	NUM
fis-1633	171	11	0	0	NUM
fis-1633	171	12	1	1	NUM
fis-1633	171	13	2	2	NUM
fis-1633	171	14	3	3	NUM
fis-1633	171	15	4	4	NUM
fis-1633	171	16	5	5	NUM
fis-1633	171	17	6	6	NUM
fis-1633	171	18	podgorniak	podgorniak	NOUN
fis-1633	171	19	-	-	PUNCT
fis-1633	171	20	stanik	stanik	X
fis-1633	171	21	beam	beam	NOUN
fis-1633	171	22	nlfea	nlfea	PROPN
fis-1633	171	23	p	p	PROPN
fis-1633	172	1	[	[	X
fis-1633	172	2	kn	kn	X
fis-1633	172	3	]	]	X
fis-1633	172	4	δ	δ	PROPN
fis-1633	173	1	[	[	X
fis-1633	173	2	mm	mm	X
fis-1633	173	3	]	]	X
fis-1633	173	4	bn25	bn25	PROPN
fis-1633	173	5	bn25d	bn25d	NOUN
fis-1633	173	6	0	0	NUM
fis-1633	173	7	50	50	NUM
fis-1633	173	8	100	100	NUM
fis-1633	173	9	150	150	NUM
fis-1633	173	10	200	200	NUM
fis-1633	173	11	250	250	NUM
fis-1633	173	12	300	300	NUM
fis-1633	173	13	350	350	NUM
fis-1633	173	14	0	0	NUM
fis-1633	173	15	1	1	NUM
fis-1633	173	16	2	2	NUM
fis-1633	173	17	3	3	NUM
fis-1633	173	18	4	4	NUM
fis-1633	173	19	5	5	NUM
fis-1633	173	20	6	6	NUM
fis-1633	173	21	7	7	NUM
fis-1633	173	22	8	8	NUM
fis-1633	173	23	9	9	NUM
fis-1633	173	24	pogdorniak	pogdorniak	NOUN
fis-1633	173	25	-	-	PUNCT
fis-1633	173	26	stanik	stanik	X
fis-1633	173	27	beam	beam	NOUN
fis-1633	173	28	nlfea	nlfea	PROPN
fis-1633	173	29	p	p	PROPN
fis-1633	174	1	[	[	X
fis-1633	174	2	kn	kn	X
fis-1633	174	3	]	]	X
fis-1633	174	4	bn50	bn50	PROPN
fis-1633	174	5	δ	δ	PROPN
fis-1633	175	1	[	[	X
fis-1633	175	2	mm	mm	X
fis-1633	175	3	]	]	PUNCT
fis-1633	175	4	bn50d	bn50d	NOUN
fis-1633	175	5	figure	figure	NOUN
fis-1633	175	6	4	4	NUM
fis-1633	175	7	:	:	PUNCT
fis-1633	175	8	comparison	comparison	NOUN
fis-1633	175	9	between	between	ADP
fis-1633	175	10	experimental	experimental	ADJ
fis-1633	175	11	and	and	CCONJ
fis-1633	175	12	numerical	numerical	ADJ
fis-1633	175	13	results	result	NOUN
fis-1633	175	14	in	in	ADP
fis-1633	175	15	terms	term	NOUN
fis-1633	175	16	of	of	ADP
fis-1633	175	17	applied	applied	ADJ
fis-1633	175	18	load	load	NOUN
fis-1633	175	19	vs.	vs.	ADP
fis-1633	175	20	midspan	midspan	ADJ
fis-1633	175	21	deflection	deflection	NOUN
fis-1633	175	22	for	for	ADP
fis-1633	175	23	specimens	specimen	NOUN
fis-1633	175	24	(	(	PUNCT
fis-1633	175	25	a	a	NOUN
fis-1633	175	26	)	)	PUNCT
fis-1633	175	27	,	,	PUNCT
fis-1633	175	28	(	(	PUNCT
fis-1633	175	29	b	b	X
fis-1633	175	30	)	)	PUNCT
fis-1633	175	31	of	of	ADP
fis-1633	175	32	the	the	DET
fis-1633	175	33	oa	oa	PROPN
fis-1633	175	34	series	series	NOUN
fis-1633	175	35	[	[	X
fis-1633	175	36	17	17	NUM
fis-1633	175	37	]	]	PUNCT
fis-1633	175	38	,	,	PUNCT
fis-1633	175	39	and	and	CCONJ
fis-1633	175	40	(	(	PUNCT
fis-1633	175	41	c	c	NOUN
fis-1633	175	42	)	)	PUNCT
fis-1633	175	43	,	,	PUNCT
fis-1633	175	44	(	(	PUNCT
fis-1633	175	45	d	d	X
fis-1633	175	46	)	)	PUNCT
fis-1633	175	47	of	of	ADP
fis-1633	175	48	the	the	DET
fis-1633	175	49	bn	bn	PROPN
fis-1633	175	50	series	series	NOUN
fis-1633	175	51	[	[	X
fis-1633	175	52	18	18	NUM
fis-1633	175	53	]	]	PUNCT
fis-1633	175	54	.	.	PUNCT
fis-1633	175	55	          	          	SPACE
fis-1633	176	1	wf	wf	PROPN
fis-1633	176	2	-	-	PUNCT
fis-1633	176	3	max	max	NOUN
fis-1633	176	4	=	=	SYM
fis-1633	176	5	0.40	0.40	NUM
fis-1633	176	6	mm	mm	PROPN
fis-1633	176	7	wf	wf	PROPN
fis-1633	176	8	-	-	PUNCT
fis-1633	176	9	max	max	NOUN
fis-1633	176	10	=	=	SYM
fis-1633	176	11	0.43	0.43	NUM
fis-1633	176	12	mm	mm	PROPN
fis-1633	176	13	wf	wf	PROPN
fis-1633	176	14	-	-	PUNCT
fis-1633	176	15	max	max	PROPN
fis-1633	177	1	=	=	PUNCT
fis-1633	177	2	0.30	0.30	NUM
fis-1633	177	3	mm	mm	PROPN
fis-1633	177	4	wf	wf	PROPN
fis-1633	177	5	-	-	PUNCT
fis-1633	177	6	max	max	PROPN
fis-1633	177	7	=	=	SYM
fis-1633	177	8	0.47	0.47	NUM
fis-1633	177	9	mm	mm	PROPN
fis-1633	177	10	wf	wf	PROPN
fis-1633	177	11	-	-	PUNCT
fis-1633	177	12	max	max	NOUN
fis-1633	177	13	=	=	SYM
fis-1633	177	14	0.35	0.35	NUM
fis-1633	177	15	mm	mm	PROPN
fis-1633	177	16	wf	wf	PROPN
fis-1633	177	17	-	-	PUNCT
fis-1633	177	18	max	max	PROPN
fis-1633	177	19	=	=	PUNCT
fis-1633	177	20	0.49	0.49	NUM
fis-1633	177	21	mm	mm	INTJ
fis-1633	177	22	oa1	oa1	NOUN
fis-1633	177	23	oa2	oa2	VERB
fis-1633	177	24	oa3	oa3	NOUN
fis-1633	177	25	w	w	PROPN
fis-1633	178	1	[	[	X
fis-1633	178	2	mm	mm	X
fis-1633	178	3	]	]	X
fis-1633	178	4	figure	figure	NOUN
fis-1633	178	5	5	5	NUM
fis-1633	178	6	:	:	PUNCT
fis-1633	178	7	experimental	experimental	ADJ
fis-1633	178	8	(	(	PUNCT
fis-1633	178	9	left	left	ADJ
fis-1633	178	10	side	side	NOUN
fis-1633	178	11	,	,	PUNCT
fis-1633	178	12	[	[	X
fis-1633	178	13	17	17	NUM
fis-1633	178	14	]	]	PUNCT
fis-1633	178	15	)	)	PUNCT
fis-1633	178	16	vs	vs	ADP
fis-1633	178	17	numerical	numerical	ADJ
fis-1633	178	18	(	(	PUNCT
fis-1633	178	19	right	right	ADJ
fis-1633	178	20	side	side	NOUN
fis-1633	178	21	)	)	PUNCT
fis-1633	178	22	crack	crack	VERB
fis-1633	178	23	patterns	pattern	NOUN
fis-1633	178	24	and	and	CCONJ
fis-1633	178	25	crack	crack	VERB
fis-1633	178	26	widths	width	NOUN
fis-1633	178	27	at	at	ADP
fis-1633	178	28	failure	failure	NOUN
fis-1633	178	29	for	for	ADP
fis-1633	178	30	specimens	specimen	NOUN
fis-1633	178	31	oa	oa	INTJ
fis-1633	178	32	.	.	PUNCT
fis-1633	178	33	further	further	ADJ
fis-1633	178	34	comparisons	comparison	NOUN
fis-1633	178	35	between	between	ADP
fis-1633	178	36	numerical	numerical	ADJ
fis-1633	178	37	and	and	CCONJ
fis-1633	178	38	experimental	experimental	ADJ
fis-1633	178	39	results	result	NOUN
fis-1633	178	40	are	be	AUX
fis-1633	178	41	also	also	ADV
fis-1633	178	42	provided	provide	VERB
fis-1633	178	43	in	in	ADP
fis-1633	178	44	terms	term	NOUN
fis-1633	178	45	of	of	ADP
fis-1633	178	46	cracking	crack	VERB
fis-1633	178	47	development	development	NOUN
fis-1633	178	48	and	and	CCONJ
fis-1633	178	49	crack	crack	VERB
fis-1633	178	50	widths	width	NOUN
fis-1633	178	51	,	,	PUNCT
fis-1633	178	52	as	as	SCONJ
fis-1633	178	53	depicted	depict	VERB
fis-1633	178	54	in	in	ADP
fis-1633	178	55	figs	fig	NOUN
fis-1633	178	56	.	.	PUNCT
fis-1633	179	1	5	5	NUM
fis-1633	179	2	and	and	CCONJ
fis-1633	179	3	6	6	NUM
fis-1633	179	4	.	.	X
fis-1633	179	5	fig	fig	NOUN
fis-1633	179	6	.	.	PUNCT
fis-1633	180	1	5	5	NUM
fis-1633	180	2	shows	show	VERB
fis-1633	180	3	the	the	DET
fis-1633	180	4	crack	crack	NOUN
fis-1633	180	5	pattern	pattern	NOUN
fis-1633	180	6	at	at	ADP
fis-1633	180	7	failure	failure	NOUN
fis-1633	180	8	for	for	ADP
fis-1633	180	9	the	the	DET
fis-1633	180	10	three	three	NUM
fis-1633	180	11	specimens	specimen	NOUN
fis-1633	180	12	tested	test	VERB
fis-1633	180	13	by	by	ADP
fis-1633	180	14	vecchio	vecchio	PROPN
fis-1633	180	15	and	and	CCONJ
fis-1633	180	16	shim	shim	NOUN
fis-1633	180	17	[	[	X
fis-1633	180	18	17	17	NUM
fis-1633	180	19	]	]	PUNCT
fis-1633	180	20	.	.	PUNCT
fis-1633	181	1	as	as	SCONJ
fis-1633	181	2	can	can	AUX
fis-1633	181	3	be	be	AUX
fis-1633	181	4	observed	observe	VERB
fis-1633	181	5	,	,	PUNCT
fis-1633	181	6	the	the	DET
fis-1633	181	7	model	model	NOUN
fis-1633	181	8	exhibits	exhibit	VERB
fis-1633	181	9	a	a	DET
fis-1633	181	10	fine	fine	ADJ
fis-1633	181	11	capability	capability	NOUN
fis-1633	181	12	of	of	ADP
fis-1633	181	13	reproducing	reproduce	VERB
fis-1633	181	14	the	the	DET
fis-1633	181	15	experimental	experimental	ADJ
fis-1633	181	16	diagonaltension	diagonaltension	NOUN
fis-1633	181	17	crack	crack	NOUN
fis-1633	181	18	,	,	PUNCT
fis-1633	181	19	catching	catch	VERB
fis-1633	181	20	the	the	DET
fis-1633	181	21	very	very	ADV
fis-1633	181	22	brittle	brittle	ADJ
fis-1633	181	23	and	and	CCONJ
fis-1633	181	24	sudden	sudden	ADJ
fis-1633	181	25	failure	failure	NOUN
fis-1633	181	26	typical	typical	ADJ
fis-1633	181	27	of	of	ADP
fis-1633	181	28	beams	beam	NOUN
fis-1633	181	29	containing	contain	VERB
fis-1633	181	30	no	no	DET
fis-1633	181	31	shear	shear	NOUN
fis-1633	181	32	reinforcement	reinforcement	NOUN
fis-1633	181	33	.	.	PUNCT
fis-1633	182	1	furthermore	furthermore	ADV
fis-1633	182	2	,	,	PUNCT
fis-1633	182	3	maximum	maximum	ADJ
fis-1633	182	4	crack	crack	NOUN
fis-1633	182	5	widths	width	NOUN
fis-1633	182	6	,	,	PUNCT
fis-1633	182	7	which	which	PRON
fis-1633	182	8	represent	represent	VERB
fis-1633	182	9	one	one	NUM
fis-1633	182	10	of	of	ADP
fis-1633	182	11	the	the	DET
fis-1633	182	12	most	most	ADV
fis-1633	182	13	difficult	difficult	ADJ
fis-1633	182	14	parameter	parameter	NOUN
fis-1633	182	15	to	to	PART
fis-1633	182	16	predict	predict	VERB
fis-1633	182	17	in	in	ADP
fis-1633	182	18	numerical	numerical	ADJ
fis-1633	182	19	analyses	analysis	NOUN
fis-1633	182	20	,	,	PUNCT
fis-1633	182	21	are	be	AUX
fis-1633	182	22	substantially	substantially	ADV
fis-1633	182	23	comparable	comparable	ADJ
fis-1633	182	24	to	to	ADP
fis-1633	182	25	experimental	experimental	ADJ
fis-1633	182	26	ones	one	NOUN
fis-1633	182	27	.	.	PUNCT
fis-1633	183	1	similar	similar	ADJ
fis-1633	183	2	results	result	NOUN
fis-1633	183	3	have	have	AUX
fis-1633	183	4	been	be	AUX
fis-1633	183	5	also	also	ADV
fis-1633	183	6	obtained	obtain	VERB
fis-1633	183	7	for	for	ADP
fis-1633	183	8	rc	rc	PROPN
fis-1633	183	9	beams	beam	NOUN
fis-1633	183	10	tested	test	VERB
fis-1633	183	11	by	by	ADP
fis-1633	183	12	podgorniak	podgorniak	NOUN
fis-1633	183	13	-	-	PUNCT
fis-1633	183	14	stanik	stanik	X
fis-1633	184	1	[	[	X
fis-1633	184	2	18	18	NUM
fis-1633	184	3	]	]	PUNCT
fis-1633	184	4	.	.	PUNCT
fis-1633	185	1	more	more	ADJ
fis-1633	185	2	attention	attention	NOUN
fis-1633	185	3	has	have	AUX
fis-1633	185	4	been	be	AUX
fis-1633	185	5	here	here	ADV
fis-1633	185	6	devoted	devote	VERB
fis-1633	185	7	to	to	ADP
fis-1633	185	8	the	the	DET
fis-1633	185	9	analysis	analysis	NOUN
fis-1633	185	10	of	of	ADP
fis-1633	185	11	crack	crack	NOUN
fis-1633	185	12	pattern	pattern	NOUN
fis-1633	185	13	evolution	evolution	NOUN
fis-1633	185	14	for	for	ADP
fis-1633	185	15	increasing	increase	VERB
fis-1633	185	16	p.	p.	PROPN
fis-1633	185	17	bernardi	bernardi	PROPN
fis-1633	185	18	et	et	PROPN
fis-1633	185	19	al	al	PROPN
fis-1633	185	20	,	,	PUNCT
fis-1633	185	21	frattura	frattura	PROPN
fis-1633	185	22	ed	ed	PROPN
fis-1633	185	23	integrità	integrità	PROPN
fis-1633	185	24	strutturale	strutturale	PROPN
fis-1633	185	25	,	,	PUNCT
fis-1633	185	26	35	35	NUM
fis-1633	185	27	(	(	PUNCT
fis-1633	185	28	2016	2016	NUM
fis-1633	185	29	)	)	PUNCT
fis-1633	185	30	98	98	NUM
fis-1633	185	31	-	-	SYM
fis-1633	185	32	107	107	NUM
fis-1633	185	33	;	;	PUNCT
fis-1633	185	34	doi	doi	NOUN
fis-1633	185	35	:	:	PUNCT
fis-1633	185	36	10.3221	10.3221	NUM
fis-1633	185	37	/	/	SYM
fis-1633	185	38	igf	igf	PROPN
fis-1633	185	39	-	-	PUNCT
fis-1633	185	40	esis.35.12	esis.35.12	NOUN
fis-1633	185	41	106	106	NUM
fis-1633	185	42	loads	load	NOUN
fis-1633	185	43	,	,	PUNCT
fis-1633	185	44	in	in	ADP
fis-1633	185	45	terms	term	NOUN
fis-1633	185	46	of	of	ADP
fis-1633	185	47	crack	crack	VERB
fis-1633	185	48	distribution	distribution	NOUN
fis-1633	185	49	and	and	CCONJ
fis-1633	185	50	widths	width	NOUN
fis-1633	185	51	.	.	PUNCT
fis-1633	186	1	some	some	PRON
fis-1633	186	2	of	of	ADP
fis-1633	186	3	the	the	DET
fis-1633	186	4	obtained	obtain	VERB
fis-1633	186	5	results	result	NOUN
fis-1633	186	6	have	have	AUX
fis-1633	186	7	been	be	AUX
fis-1633	186	8	reported	report	VERB
fis-1633	186	9	in	in	ADP
fis-1633	186	10	fig	fig	NOUN
fis-1633	186	11	.	.	PUNCT
fis-1633	187	1	6	6	NUM
fis-1633	188	1	(	(	PUNCT
fis-1633	188	2	for	for	ADP
fis-1633	188	3	brevity	brevity	NOUN
fis-1633	188	4	,	,	PUNCT
fis-1633	188	5	only	only	ADV
fis-1633	188	6	for	for	ADP
fis-1633	188	7	specimen	speciman	NOUN
fis-1633	189	1	bn50	bn50	PROPN
fis-1633	189	2	[	[	X
fis-1633	189	3	18	18	NUM
fis-1633	189	4	]	]	SYM
fis-1633	189	5	)	)	PUNCT
fis-1633	189	6	.	.	PUNCT
fis-1633	190	1	as	as	SCONJ
fis-1633	190	2	can	can	AUX
fis-1633	190	3	be	be	AUX
fis-1633	190	4	seen	see	VERB
fis-1633	190	5	,	,	PUNCT
fis-1633	190	6	crack	crack	VERB
fis-1633	190	7	patterns	pattern	NOUN
fis-1633	190	8	are	be	AUX
fis-1633	190	9	reasonably	reasonably	ADV
fis-1633	190	10	well	well	ADV
fis-1633	190	11	described	describe	VERB
fis-1633	190	12	during	during	ADP
fis-1633	190	13	the	the	DET
fis-1633	190	14	entire	entire	ADJ
fis-1633	190	15	loading	loading	NOUN
fis-1633	190	16	history	history	NOUN
fis-1633	190	17	,	,	PUNCT
fis-1633	190	18	highlighting	highlight	VERB
fis-1633	190	19	that	that	SCONJ
fis-1633	190	20	the	the	DET
fis-1633	190	21	proposed	propose	VERB
fis-1633	190	22	model	model	NOUN
fis-1633	190	23	can	can	AUX
fis-1633	190	24	represent	represent	VERB
fis-1633	190	25	a	a	DET
fis-1633	190	26	powerful	powerful	ADJ
fis-1633	190	27	tool	tool	NOUN
fis-1633	190	28	in	in	ADP
fis-1633	190	29	the	the	DET
fis-1633	190	30	analysis	analysis	NOUN
fis-1633	190	31	of	of	ADP
fis-1633	190	32	rc	rc	PROPN
fis-1633	190	33	structures	structure	NOUN
fis-1633	190	34	also	also	ADV
fis-1633	190	35	at	at	ADP
fis-1633	190	36	serviceability	serviceability	NOUN
fis-1633	190	37	conditions	condition	NOUN
fis-1633	190	38	,	,	PUNCT
fis-1633	190	39	where	where	SCONJ
fis-1633	190	40	crack	crack	NOUN
fis-1633	190	41	control	control	NOUN
fis-1633	190	42	represents	represent	VERB
fis-1633	190	43	one	one	NUM
fis-1633	190	44	of	of	ADP
fis-1633	190	45	the	the	DET
fis-1633	190	46	fundamental	fundamental	ADJ
fis-1633	190	47	issues	issue	NOUN
fis-1633	190	48	to	to	PART
fis-1633	190	49	be	be	AUX
fis-1633	190	50	checked	check	VERB
fis-1633	190	51	.	.	PUNCT
fis-1633	191	1	for	for	ADP
fis-1633	191	2	the	the	DET
fis-1633	191	3	analyzed	analyze	VERB
fis-1633	191	4	beam	beam	NOUN
fis-1633	191	5	,	,	PUNCT
fis-1633	191	6	the	the	DET
fis-1633	191	7	first	first	ADJ
fis-1633	191	8	numerical	numerical	ADJ
fis-1633	191	9	flexural	flexural	ADJ
fis-1633	191	10	crack	crack	NOUN
fis-1633	191	11	occurred	occur	VERB
fis-1633	191	12	at	at	ADP
fis-1633	191	13	approximately	approximately	ADV
fis-1633	191	14	the	the	DET
fis-1633	191	15	same	same	ADJ
fis-1633	191	16	loading	loading	NOUN
fis-1633	191	17	level	level	NOUN
fis-1633	191	18	registered	register	VERB
fis-1633	191	19	during	during	ADP
fis-1633	191	20	the	the	DET
fis-1633	191	21	experimental	experimental	ADJ
fis-1633	191	22	test	test	NOUN
fis-1633	191	23	.	.	PUNCT
fis-1633	192	1	as	as	SCONJ
fis-1633	192	2	proved	prove	VERB
fis-1633	192	3	by	by	ADP
fis-1633	192	4	both	both	CCONJ
fis-1633	192	5	numerical	numerical	ADJ
fis-1633	192	6	and	and	CCONJ
fis-1633	192	7	experimental	experimental	ADJ
fis-1633	192	8	results	result	NOUN
fis-1633	192	9	,	,	PUNCT
fis-1633	192	10	this	this	DET
fis-1633	192	11	first	first	ADJ
fis-1633	192	12	crack	crack	NOUN
fis-1633	192	13	has	have	AUX
fis-1633	192	14	been	be	AUX
fis-1633	192	15	followed	follow	VERB
fis-1633	192	16	by	by	ADP
fis-1633	192	17	the	the	DET
fis-1633	192	18	appearance	appearance	NOUN
fis-1633	192	19	of	of	ADP
fis-1633	192	20	subsequent	subsequent	ADJ
fis-1633	192	21	flexural	flexural	ADJ
fis-1633	192	22	cracks	crack	NOUN
fis-1633	192	23	,	,	PUNCT
fis-1633	192	24	until	until	ADP
fis-1633	192	25	the	the	DET
fis-1633	192	26	attainment	attainment	NOUN
fis-1633	192	27	of	of	ADP
fis-1633	192	28	the	the	DET
fis-1633	192	29	last	last	ADJ
fis-1633	192	30	loading	loading	NOUN
fis-1633	192	31	stage	stage	NOUN
fis-1633	192	32	,	,	PUNCT
fis-1633	192	33	when	when	SCONJ
fis-1633	192	34	a	a	DET
fis-1633	192	35	significant	significant	ADJ
fis-1633	192	36	shear	shear	NOUN
fis-1633	192	37	diagonal	diagonal	ADJ
fis-1633	192	38	crack	crack	NOUN
fis-1633	192	39	developed	develop	VERB
fis-1633	192	40	as	as	ADP
fis-1633	192	41	extension	extension	NOUN
fis-1633	192	42	of	of	ADP
fis-1633	192	43	existing	exist	VERB
fis-1633	192	44	cracks	crack	NOUN
fis-1633	192	45	.	.	PUNCT
fis-1633	192	46	            	            	SPACE
fis-1633	193	1	wf	wf	PROPN
fis-1633	193	2	-	-	PUNCT
fis-1633	193	3	max	max	PROPN
fis-1633	193	4	=	=	PUNCT
fis-1633	193	5	0.10	0.10	NUM
fis-1633	193	6	mm	mm	PROPN
fis-1633	193	7	wf	wf	PROPN
fis-1633	193	8	-	-	PUNCT
fis-1633	193	9	max	max	PROPN
fis-1633	193	10	=	=	SYM
fis-1633	193	11	0.21	0.21	NUM
fis-1633	193	12	mm	mm	PROPN
fis-1633	193	13	wf	wf	PROPN
fis-1633	193	14	-	-	PUNCT
fis-1633	193	15	max	max	PROPN
fis-1633	194	1	=	=	SYM
fis-1633	194	2	0.15	0.15	NUM
fis-1633	194	3	mm	mm	PROPN
fis-1633	194	4	wf	wf	PROPN
fis-1633	194	5	-	-	PUNCT
fis-1633	194	6	max	max	PROPN
fis-1633	194	7	=	=	SYM
fis-1633	194	8	0.37	0.37	NUM
fis-1633	194	9	mm	mm	PROPN
fis-1633	194	10	wf	wf	PROPN
fis-1633	194	11	-	-	PUNCT
fis-1633	194	12	max	max	NOUN
fis-1633	194	13	=	=	SYM
fis-1633	194	14	0.20	0.20	NUM
fis-1633	194	15	mm	mm	PROPN
fis-1633	194	16	wf	wf	PROPN
fis-1633	194	17	-	-	PUNCT
fis-1633	194	18	max	max	PROPN
fis-1633	194	19	=	=	SYM
fis-1633	194	20	0.41	0.41	NUM
fis-1633	194	21	mm	mm	PROPN
fis-1633	194	22	wf	wf	PROPN
fis-1633	194	23	-	-	PUNCT
fis-1633	194	24	max	max	NOUN
fis-1633	194	25	=	=	NOUN
fis-1633	194	26	0.05	0.05	NUM
fis-1633	194	27	mm	mm	PROPN
fis-1633	194	28	wf	wf	PROPN
fis-1633	194	29	-	-	PUNCT
fis-1633	194	30	max	max	NOUN
fis-1633	194	31	=	=	NOUN
fis-1633	194	32	0.05	0.05	NUM
fis-1633	194	33	mm	mm	PROPN
fis-1633	194	34	wf	wf	PROPN
fis-1633	194	35	-	-	PUNCT
fis-1633	194	36	max	max	PROPN
fis-1633	194	37	=	=	PUNCT
fis-1633	194	38	0.10	0.10	NUM
fis-1633	194	39	mm	mm	PROPN
fis-1633	194	40	wf	wf	PROPN
fis-1633	194	41	-	-	PUNCT
fis-1633	194	42	max	max	PROPN
fis-1633	194	43	=	=	PUNCT
fis-1633	194	44	0.30	0.30	NUM
fis-1633	194	45	mm	mm	PROPN
fis-1633	194	46	wf	wf	PROPN
fis-1633	194	47	-	-	PUNCT
fis-1633	194	48	max	max	PROPN
fis-1633	194	49	=	=	SYM
fis-1633	194	50	0.20	0.20	NUM
fis-1633	194	51	mm	mm	PROPN
fis-1633	194	52	wf	wf	PROPN
fis-1633	194	53	-	-	PUNCT
fis-1633	194	54	max	max	NOUN
fis-1633	194	55	=	=	SYM
fis-1633	194	56	0.41	0.41	NUM
fis-1633	194	57	mm	mm	NOUN
fis-1633	194	58	ls1	ls1	NOUN
fis-1633	194	59	ls3	ls3	PROPN
fis-1633	194	60	ls5	ls5	PROPN
fis-1633	194	61	ls2	ls2	PROPN
fis-1633	194	62	ls4	ls4	PROPN
fis-1633	194	63	ls6	ls6	PROPN
fis-1633	195	1	bn50	bn50	PROPN
fis-1633	195	2	ls1	ls1	PROPN
fis-1633	195	3	→	→	SYM
fis-1633	195	4	p=80	p=80	ADJ
fis-1633	195	5	kn	kn	PROPN
fis-1633	195	6	ls2	ls2	PROPN
fis-1633	195	7	→	→	SYM
fis-1633	195	8	p=100	p=100	PROPN
fis-1633	195	9	kn	kn	PROPN
fis-1633	195	10	ls3	ls3	PROPN
fis-1633	195	11	→	→	SYM
fis-1633	195	12	p=150	p=150	PROPN
fis-1633	195	13	kn	kn	PROPN
fis-1633	195	14	ls4	ls4	PROPN
fis-1633	195	15	→	→	PUNCT
fis-1633	195	16	p=180	p=180	NOUN
fis-1633	195	17	kn	kn	NOUN
fis-1633	195	18	ls5	ls5	PROPN
fis-1633	195	19	→	→	SYM
fis-1633	195	20	p=220	p=220	PROPN
fis-1633	195	21	kn	kn	PROPN
fis-1633	195	22	ls6	ls6	PROPN
fis-1633	195	23	→	→	SYM
fis-1633	195	24	p=250	p=250	PROPN
fis-1633	195	25	kn	kn	PROPN
fis-1633	195	26	lsf	lsf	PROPN
fis-1633	195	27	→	→	SYM
fis-1633	195	28	failure	failure	NOUN
fis-1633	195	29	→	→	SYM
fis-1633	195	30	p=260	p=260	X
fis-1633	195	31	kn	kn	PROPN
fis-1633	195	32	wf	wf	PROPN
fis-1633	195	33	-	-	PUNCT
fis-1633	195	34	max	max	PROPN
fis-1633	195	35	=	=	SYM
fis-1633	195	36	0.20	0.20	NUM
fis-1633	195	37	mm	mm	PROPN
fis-1633	195	38	wf	wf	PROPN
fis-1633	195	39	-	-	PUNCT
fis-1633	195	40	max	max	NOUN
fis-1633	195	41	=	=	SYM
fis-1633	195	42	0.43	0.43	NUM
fis-1633	195	43	mm	mm	PROPN
fis-1633	195	44	lsf	lsf	PROPN
fis-1633	195	45	w	w	PROPN
fis-1633	196	1	[	[	X
fis-1633	196	2	mm	mm	X
fis-1633	196	3	]	]	X
fis-1633	196	4	figure	figure	NOUN
fis-1633	196	5	6	6	NUM
fis-1633	196	6	:	:	PUNCT
fis-1633	196	7	numerical	numerical	ADJ
fis-1633	196	8	(	(	PUNCT
fis-1633	196	9	left	left	ADJ
fis-1633	196	10	side	side	NOUN
fis-1633	196	11	)	)	PUNCT
fis-1633	196	12	vs.	vs.	X
fis-1633	196	13	experimental	experimental	ADJ
fis-1633	196	14	(	(	PUNCT
fis-1633	196	15	right	right	ADJ
fis-1633	196	16	side	side	NOUN
fis-1633	196	17	,	,	PUNCT
fis-1633	196	18	[	[	X
fis-1633	196	19	18	18	NUM
fis-1633	196	20	]	]	PUNCT
fis-1633	196	21	)	)	PUNCT
fis-1633	196	22	crack	crack	VERB
fis-1633	196	23	patterns	pattern	NOUN
fis-1633	196	24	and	and	CCONJ
fis-1633	196	25	crack	crack	VERB
fis-1633	196	26	widths	width	NOUN
fis-1633	196	27	at	at	ADP
fis-1633	196	28	different	different	ADJ
fis-1633	196	29	loading	loading	NOUN
fis-1633	196	30	stages	stage	NOUN
fis-1633	196	31	for	for	ADP
fis-1633	196	32	specimen	speciman	NOUN
fis-1633	196	33	bn50	bn50	PROPN
fis-1633	196	34	.	.	PUNCT
fis-1633	197	1	conclusions	conclusion	NOUN
fis-1633	197	2	n	n	CCONJ
fis-1633	197	3	this	this	DET
fis-1633	197	4	paper	paper	NOUN
fis-1633	197	5	,	,	PUNCT
fis-1633	197	6	a	a	DET
fis-1633	197	7	constitutive	constitutive	ADJ
fis-1633	197	8	non	non	ADJ
fis-1633	197	9	-	-	ADJ
fis-1633	197	10	linear	linear	ADJ
fis-1633	197	11	model	model	NOUN
fis-1633	197	12	for	for	ADP
fis-1633	197	13	the	the	DET
fis-1633	197	14	analysis	analysis	NOUN
fis-1633	197	15	of	of	ADP
fis-1633	197	16	reinforced	reinforce	VERB
fis-1633	197	17	concrete	concrete	ADJ
fis-1633	197	18	structures	structure	NOUN
fis-1633	197	19	,	,	PUNCT
fis-1633	197	20	named	name	VERB
fis-1633	197	21	2d	2d	NOUN
fis-1633	197	22	-	-	PUNCT
fis-1633	197	23	parc	parc	NOUN
fis-1633	197	24	,	,	PUNCT
fis-1633	197	25	has	have	AUX
fis-1633	197	26	been	be	AUX
fis-1633	197	27	modified	modify	VERB
fis-1633	197	28	so	so	SCONJ
fis-1633	197	29	as	as	SCONJ
fis-1633	197	30	to	to	PART
fis-1633	197	31	improve	improve	VERB
fis-1633	197	32	its	its	PRON
fis-1633	197	33	computational	computational	ADJ
fis-1633	197	34	efficiency	efficiency	NOUN
fis-1633	197	35	,	,	PUNCT
fis-1633	197	36	while	while	SCONJ
fis-1633	197	37	maintaining	maintain	VERB
fis-1633	197	38	its	its	PRON
fis-1633	197	39	capability	capability	NOUN
fis-1633	197	40	of	of	ADP
fis-1633	197	41	providing	provide	VERB
fis-1633	197	42	correct	correct	ADJ
fis-1633	197	43	predictions	prediction	NOUN
fis-1633	197	44	of	of	ADP
fis-1633	197	45	the	the	DET
fis-1633	197	46	structural	structural	ADJ
fis-1633	197	47	behavior	behavior	NOUN
fis-1633	197	48	.	.	PUNCT
fis-1633	198	1	to	to	ADP
fis-1633	198	2	this	this	DET
fis-1633	198	3	aim	aim	NOUN
fis-1633	198	4	,	,	PUNCT
fis-1633	198	5	the	the	DET
fis-1633	198	6	constitutive	constitutive	ADJ
fis-1633	198	7	relation	relation	NOUN
fis-1633	198	8	originally	originally	ADV
fis-1633	198	9	adopted	adopt	VERB
fis-1633	198	10	in	in	ADP
fis-1633	198	11	2d	2d	NOUN
fis-1633	198	12	-	-	PUNCT
fis-1633	198	13	parc	parc	NOUN
fis-1633	198	14	for	for	ADP
fis-1633	198	15	the	the	DET
fis-1633	198	16	modeling	modeling	NOUN
fis-1633	198	17	of	of	ADP
fis-1633	198	18	concrete	concrete	NOUN
fis-1633	198	19	,	,	PUNCT
fis-1633	198	20	both	both	CCONJ
fis-1633	198	21	before	before	ADP
fis-1633	198	22	and	and	CCONJ
fis-1633	198	23	after	after	ADP
fis-1633	198	24	cracking	crack	VERB
fis-1633	198	25	,	,	PUNCT
fis-1633	198	26	has	have	AUX
fis-1633	198	27	been	be	AUX
fis-1633	198	28	properly	properly	ADV
fis-1633	198	29	substituted	substitute	VERB
fis-1633	198	30	by	by	ADP
fis-1633	198	31	implementing	implement	VERB
fis-1633	198	32	the	the	DET
fis-1633	198	33	one	one	NOUN
fis-1633	198	34	proposed	propose	VERB
fis-1633	198	35	by	by	ADP
fis-1633	198	36	ottosen	ottosen	PROPN
fis-1633	198	37	,	,	PUNCT
fis-1633	198	38	which	which	PRON
fis-1633	198	39	is	be	AUX
fis-1633	198	40	based	base	VERB
fis-1633	198	41	on	on	ADP
fis-1633	198	42	non	non	ADJ
fis-1633	198	43	-	-	ADJ
fis-1633	198	44	linear	linear	ADJ
fis-1633	198	45	elasticity	elasticity	NOUN
fis-1633	198	46	and	and	CCONJ
fis-1633	198	47	is	be	AUX
fis-1633	198	48	characterized	characterize	VERB
fis-1633	198	49	by	by	ADP
fis-1633	198	50	a	a	DET
fis-1633	198	51	high	high	ADJ
fis-1633	198	52	numerical	numerical	PROPN
fis-1633	198	53	feasibility	feasibility	NOUN
fis-1633	198	54	.	.	PUNCT
fis-1633	199	1	the	the	DET
fis-1633	199	2	accuracy	accuracy	NOUN
fis-1633	199	3	of	of	ADP
fis-1633	199	4	the	the	DET
fis-1633	199	5	proposed	propose	VERB
fis-1633	199	6	formulation	formulation	NOUN
fis-1633	199	7	has	have	AUX
fis-1633	199	8	been	be	AUX
fis-1633	199	9	tested	test	VERB
fis-1633	199	10	through	through	ADP
fis-1633	199	11	comparisons	comparison	NOUN
fis-1633	199	12	with	with	ADP
fis-1633	199	13	experimental	experimental	ADJ
fis-1633	199	14	results	result	NOUN
fis-1633	199	15	on	on	ADP
fis-1633	199	16	rc	rc	PROPN
fis-1633	199	17	beams	beam	NOUN
fis-1633	199	18	without	without	ADP
fis-1633	199	19	stirrups	stirrup	NOUN
fis-1633	199	20	failing	fail	VERB
fis-1633	199	21	in	in	ADP
fis-1633	199	22	shear	shear	NOUN
fis-1633	199	23	,	,	PUNCT
fis-1633	199	24	which	which	PRON
fis-1633	199	25	represent	represent	VERB
fis-1633	199	26	a	a	DET
fis-1633	199	27	quite	quite	ADV
fis-1633	199	28	difficult	difficult	ADJ
fis-1633	199	29	case	case	NOUN
fis-1633	199	30	study	study	NOUN
fis-1633	199	31	,	,	PUNCT
fis-1633	199	32	particularly	particularly	ADV
fis-1633	199	33	when	when	SCONJ
fis-1633	199	34	modelled	model	VERB
fis-1633	199	35	through	through	ADP
fis-1633	199	36	two	two	NUM
fis-1633	199	37	-	-	PUNCT
fis-1633	199	38	dimensional	dimensional	ADJ
fis-1633	199	39	membrane	membrane	NOUN
fis-1633	199	40	analysis	analysis	NOUN
fis-1633	199	41	.	.	PUNCT
fis-1633	200	1	based	base	VERB
fis-1633	200	2	on	on	ADP
fis-1633	200	3	the	the	DET
fis-1633	200	4	obtained	obtain	VERB
fis-1633	200	5	results	result	NOUN
fis-1633	200	6	,	,	PUNCT
fis-1633	200	7	it	it	PRON
fis-1633	200	8	has	have	AUX
fis-1633	200	9	been	be	AUX
fis-1633	200	10	generally	generally	ADV
fis-1633	200	11	proved	prove	VERB
fis-1633	200	12	that	that	SCONJ
fis-1633	200	13	2d	2d	ADJ
fis-1633	200	14	-	-	PUNCT
fis-1633	200	15	parc	parc	NOUN
fis-1633	200	16	model	model	NOUN
fis-1633	200	17	is	be	AUX
fis-1633	200	18	able	able	ADJ
fis-1633	200	19	to	to	PART
fis-1633	200	20	provide	provide	VERB
fis-1633	200	21	accurate	accurate	ADJ
fis-1633	200	22	predictions	prediction	NOUN
fis-1633	200	23	of	of	ADP
fis-1633	200	24	strength	strength	NOUN
fis-1633	200	25	,	,	PUNCT
fis-1633	200	26	load	load	NOUN
fis-1633	200	27	-	-	PUNCT
fis-1633	200	28	deformation	deformation	NOUN
fis-1633	200	29	response	response	NOUN
fis-1633	200	30	and	and	CCONJ
fis-1633	200	31	failure	failure	NOUN
fis-1633	200	32	mode	mode	NOUN
fis-1633	200	33	.	.	PUNCT
fis-1633	201	1	moreover	moreover	ADV
fis-1633	201	2	,	,	PUNCT
fis-1633	201	3	also	also	ADV
fis-1633	201	4	crack	crack	VERB
fis-1633	201	5	pattern	pattern	NOUN
fis-1633	201	6	evolution	evolution	NOUN
fis-1633	201	7	,	,	PUNCT
fis-1633	201	8	both	both	CCONJ
fis-1633	201	9	in	in	ADP
fis-1633	201	10	terms	term	NOUN
fis-1633	201	11	of	of	ADP
fis-1633	201	12	crack	crack	VERB
fis-1633	201	13	distribution	distribution	NOUN
fis-1633	201	14	into	into	ADP
fis-1633	201	15	the	the	DET
fis-1633	201	16	considered	consider	VERB
fis-1633	201	17	element	element	NOUN
fis-1633	201	18	and	and	CCONJ
fis-1633	201	19	in	in	ADP
fis-1633	201	20	terms	term	NOUN
fis-1633	201	21	of	of	ADP
fis-1633	201	22	maximum	maximum	ADJ
fis-1633	201	23	crack	crack	NOUN
fis-1633	201	24	width	width	NOUN
fis-1633	201	25	,	,	PUNCT
fis-1633	201	26	can	can	AUX
fis-1633	201	27	be	be	AUX
fis-1633	201	28	satisfactorily	satisfactorily	ADV
fis-1633	201	29	evaluated	evaluate	VERB
fis-1633	201	30	.	.	PUNCT
fis-1633	202	1	finally	finally	ADV
fis-1633	202	2	,	,	PUNCT
fis-1633	202	3	it	it	PRON
fis-1633	202	4	can	can	AUX
fis-1633	202	5	be	be	AUX
fis-1633	202	6	pointed	point	VERB
fis-1633	202	7	out	out	ADP
fis-1633	202	8	that	that	SCONJ
fis-1633	202	9	the	the	DET
fis-1633	202	10	modular	modular	ADJ
fis-1633	202	11	structure	structure	NOUN
fis-1633	202	12	of	of	ADP
fis-1633	202	13	2d	2d	NOUN
fis-1633	202	14	-	-	PUNCT
fis-1633	202	15	parc	parc	NOUN
fis-1633	202	16	model	model	NOUN
fis-1633	202	17	makes	make	VERB
fis-1633	202	18	it	it	PRON
fis-1633	202	19	an	an	DET
fis-1633	202	20	attractive	attractive	ADJ
fis-1633	202	21	and	and	CCONJ
fis-1633	202	22	versatile	versatile	ADJ
fis-1633	202	23	alternative	alternative	ADJ
fis-1633	202	24	approach	approach	NOUN
fis-1633	202	25	for	for	ADP
fis-1633	202	26	the	the	DET
fis-1633	202	27	analysis	analysis	NOUN
fis-1633	202	28	of	of	ADP
fis-1633	202	29	rc	rc	PROPN
fis-1633	202	30	structures	structure	NOUN
fis-1633	202	31	,	,	PUNCT
fis-1633	202	32	since	since	SCONJ
fis-1633	202	33	the	the	DET
fis-1633	202	34	representation	representation	NOUN
fis-1633	202	35	of	of	ADP
fis-1633	202	36	each	each	DET
fis-1633	202	37	single	single	ADJ
fis-1633	202	38	resistant	resistant	ADJ
fis-1633	202	39	contribution	contribution	NOUN
fis-1633	202	40	can	can	AUX
fis-1633	202	41	be	be	AUX
fis-1633	202	42	easily	easily	ADV
fis-1633	202	43	changed	change	VERB
fis-1633	202	44	when	when	SCONJ
fis-1633	202	45	more	more	ADV
fis-1633	202	46	refined	refined	ADJ
fis-1633	202	47	and/or	and/or	CCONJ
fis-1633	202	48	efficient	efficient	ADJ
fis-1633	202	49	constitutive	constitutive	ADJ
fis-1633	202	50	relations	relation	NOUN
fis-1633	202	51	become	become	VERB
fis-1633	202	52	available	available	ADJ
fis-1633	202	53	.	.	PUNCT
fis-1633	203	1	i	i	PRON
fis-1633	203	2	p.	p.	NOUN
fis-1633	203	3	bernardi	bernardi	PROPN
fis-1633	203	4	et	et	PROPN
fis-1633	203	5	al	al	PROPN
fis-1633	203	6	,	,	PUNCT
fis-1633	203	7	frattura	frattura	PROPN
fis-1633	203	8	ed	ed	PROPN
fis-1633	203	9	integrità	integrità	PROPN
fis-1633	203	10	strutturale	strutturale	PROPN
fis-1633	203	11	,	,	PUNCT
fis-1633	203	12	35	35	NUM
fis-1633	203	13	(	(	PUNCT
fis-1633	203	14	2016	2016	NUM
fis-1633	203	15	)	)	PUNCT
fis-1633	203	16	98	98	NUM
fis-1633	203	17	-	-	SYM
fis-1633	203	18	107	107	NUM
fis-1633	203	19	;	;	PUNCT
fis-1633	203	20	doi	doi	NOUN
fis-1633	203	21	:	:	PUNCT
fis-1633	203	22	10.3221	10.3221	NUM
fis-1633	203	23	/	/	SYM
fis-1633	203	24	igf	igf	PROPN
fis-1633	203	25	-	-	PUNCT
fis-1633	203	26	esis.35.12	esis.35.12	NOUN
fis-1633	203	27	107	107	NUM
fis-1633	203	28	references	reference	NOUN
fis-1633	203	29	[	[	X
fis-1633	203	30	1	1	NUM
fis-1633	203	31	]	]	PUNCT
fis-1633	203	32	vecchio	vecchio	X
fis-1633	203	33	.	.	PUNCT
fis-1633	204	1	f.j	f.j	PROPN
fis-1633	204	2	.	.	PROPN
fis-1633	204	3	,	,	PUNCT
fis-1633	204	4	collins	collins	PROPN
fis-1633	204	5	,	,	PUNCT
fis-1633	204	6	m.p	m.p	PROPN
fis-1633	204	7	.	.	PROPN
fis-1633	204	8	,	,	PUNCT
fis-1633	204	9	the	the	DET
fis-1633	204	10	response	response	NOUN
fis-1633	204	11	of	of	ADP
fis-1633	204	12	rc	rc	PROPN
fis-1633	204	13	elements	element	NOUN
fis-1633	204	14	to	to	ADP
fis-1633	204	15	in	in	ADP
fis-1633	204	16	-	-	PUNCT
fis-1633	204	17	plane	plane	NOUN
fis-1633	204	18	shear	shear	NOUN
fis-1633	204	19	and	and	CCONJ
fis-1633	204	20	normal	normal	ADJ
fis-1633	204	21	stresse	stresse	NOUN
fis-1633	204	22	,	,	PUNCT
fis-1633	204	23	rep	rep	PROPN
fis-1633	204	24	.	.	PROPN
fis-1633	204	25	82	82	NUM
fis-1633	204	26	-	-	PUNCT
fis-1633	204	27	03	03	NUM
fis-1633	204	28	,	,	PUNCT
fis-1633	204	29	dept	dept	NOUN
fis-1633	204	30	.	.	PROPN
fis-1633	204	31	of	of	ADP
fis-1633	204	32	civ	civ	PROPN
fis-1633	204	33	.	.	PUNCT
fis-1633	205	1	eng	eng	PROPN
fis-1633	205	2	.	.	PROPN
fis-1633	205	3	,	,	PUNCT
fis-1633	205	4	univ	univ	PROPN
fis-1633	205	5	.	.	PROPN
fis-1633	205	6	of	of	ADP
fis-1633	205	7	toronto	toronto	PROPN
fis-1633	205	8	,	,	PUNCT
fis-1633	205	9	canada	canada	PROPN
fis-1633	205	10	(	(	PUNCT
fis-1633	205	11	1982	1982	NUM
fis-1633	205	12	)	)	PUNCT
fis-1633	206	1	[	[	X
fis-1633	206	2	2	2	X
fis-1633	206	3	]	]	PUNCT
fis-1633	206	4	rots	rot	VERB
fis-1633	206	5	,	,	PUNCT
fis-1633	206	6	j.	j.	PROPN
fis-1633	206	7	g.	g.	PROPN
fis-1633	206	8	,	,	PUNCT
fis-1633	206	9	computational	computational	ADJ
fis-1633	206	10	modelling	modelling	NOUN
fis-1633	206	11	of	of	ADP
fis-1633	206	12	cracked	crack	VERB
fis-1633	206	13	concrete	concrete	NOUN
fis-1633	206	14	,	,	PUNCT
fis-1633	206	15	phd	phd	NOUN
fis-1633	206	16	thesis	thesis	NOUN
fis-1633	206	17	,	,	PUNCT
fis-1633	206	18	dept	dept	NOUN
fis-1633	206	19	.	.	PROPN
fis-1633	207	1	of	of	ADP
fis-1633	207	2	civ	civ	PROPN
fis-1633	207	3	.	.	PUNCT
fis-1633	208	1	eng	eng	PROPN
fis-1633	208	2	.	.	PROPN
fis-1633	208	3	,	,	PUNCT
fis-1633	208	4	delft	delft	PROPN
fis-1633	208	5	univ	univ	PROPN
fis-1633	208	6	.	.	PUNCT
fis-1633	208	7	of	of	ADP
fis-1633	208	8	technol	technol	PROPN
fis-1633	208	9	.	.	PROPN
fis-1633	208	10	,	,	PUNCT
fis-1633	208	11	delft	delft	PROPN
fis-1633	208	12	,	,	PUNCT
fis-1633	208	13	the	the	DET
fis-1633	208	14	netherlands	netherlands	PROPN
fis-1633	208	15	(	(	PUNCT
fis-1633	208	16	1988	1988	NUM
fis-1633	208	17	)	)	PUNCT
fis-1633	209	1	[	[	X
fis-1633	209	2	3	3	NUM
fis-1633	209	3	]	]	X
fis-1633	209	4	hsu	hsu	PROPN
fis-1633	209	5	,	,	PUNCT
fis-1633	209	6	h.t	h.t	PROPN
fis-1633	209	7	.	.	PROPN
fis-1633	209	8	,	,	PUNCT
fis-1633	209	9	schnobrich	schnobrich	PROPN
fis-1633	209	10	,	,	PUNCT
fis-1633	209	11	w.c	w.c	PROPN
fis-1633	209	12	.	.	PROPN
fis-1633	209	13	,	,	PUNCT
fis-1633	209	14	nonlinear	nonlinear	PROPN
fis-1633	209	15	finite	finite	PROPN
fis-1633	209	16	element	element	NOUN
fis-1633	209	17	analysis	analysis	NOUN
fis-1633	209	18	of	of	ADP
fis-1633	209	19	reinforced	reinforce	VERB
fis-1633	209	20	concrete	concrete	ADJ
fis-1633	209	21	plates	plate	NOUN
fis-1633	209	22	and	and	CCONJ
fis-1633	209	23	shells	shell	NOUN
fis-1633	209	24	under	under	ADP
fis-1633	209	25	monotonic	monotonic	ADJ
fis-1633	209	26	loading	loading	NOUN
fis-1633	209	27	,	,	PUNCT
fis-1633	209	28	comp	comp	NOUN
fis-1633	209	29	.	.	PUNCT
fis-1633	209	30	&	&	CCONJ
fis-1633	209	31	struct	struct	PROPN
fis-1633	209	32	,	,	PUNCT
fis-1633	209	33	38(5/6	38(5/6	NUM
fis-1633	209	34	)	)	PUNCT
fis-1633	209	35	(	(	PUNCT
fis-1633	209	36	1991	1991	NUM
fis-1633	209	37	)	)	PUNCT
fis-1633	209	38	637	637	NUM
fis-1633	209	39	-	-	SYM
fis-1633	209	40	651	651	NUM
fis-1633	209	41	[	[	X
fis-1633	209	42	4	4	NUM
fis-1633	209	43	]	]	SYM
fis-1633	209	44	vecchio	vecchio	PROPN
fis-1633	209	45	,	,	PUNCT
fis-1633	209	46	f.j	f.j	PROPN
fis-1633	209	47	.	.	PROPN
fis-1633	209	48	,	,	PUNCT
fis-1633	209	49	disturbed	disturb	VERB
fis-1633	209	50	stress	stress	NOUN
fis-1633	209	51	field	field	NOUN
fis-1633	209	52	model	model	NOUN
fis-1633	209	53	for	for	ADP
fis-1633	209	54	reinforced	reinforce	VERB
fis-1633	209	55	concrete	concrete	NOUN
fis-1633	209	56	:	:	PUNCT
fis-1633	209	57	formulation	formulation	NOUN
fis-1633	209	58	.	.	PUNCT
fis-1633	210	1	asce	asce	PROPN
fis-1633	210	2	j.	j.	PROPN
fis-1633	210	3	struct	struct	PROPN
fis-1633	210	4	.	.	PUNCT
fis-1633	211	1	eng	eng	PROPN
fis-1633	211	2	.	.	PROPN
fis-1633	211	3	,	,	PUNCT
fis-1633	211	4	126(9	126(9	NUM
fis-1633	211	5	)	)	PUNCT
fis-1633	211	6	(	(	PUNCT
fis-1633	211	7	2000	2000	NUM
fis-1633	211	8	)	)	PUNCT
fis-1633	211	9	1070–1077	1070–1077	NUM
fis-1633	211	10	.	.	PUNCT
fis-1633	212	1	[	[	X
fis-1633	212	2	5	5	NUM
fis-1633	212	3	]	]	PUNCT
fis-1633	212	4	soltani	soltani	NOUN
fis-1633	212	5	,	,	PUNCT
fis-1633	212	6	m.	m.	NOUN
fis-1633	212	7	,	,	PUNCT
fis-1633	212	8	an	an	DET
fis-1633	212	9	,	,	PUNCT
fis-1633	212	10	x.	x.	NOUN
fis-1633	212	11	,	,	PUNCT
fis-1633	212	12	maekawa	maekawa	PROPN
fis-1633	212	13	,	,	PUNCT
fis-1633	212	14	k.	k.	PROPN
fis-1633	212	15	,	,	PUNCT
fis-1633	212	16	computational	computational	ADJ
fis-1633	212	17	model	model	NOUN
fis-1633	212	18	for	for	ADP
fis-1633	212	19	post	post	NOUN
fis-1633	212	20	cracking	crack	VERB
fis-1633	212	21	analysis	analysis	NOUN
fis-1633	212	22	of	of	ADP
fis-1633	212	23	rc	rc	PROPN
fis-1633	212	24	membrane	membrane	NOUN
fis-1633	212	25	element	element	NOUN
fis-1633	212	26	based	base	VERB
fis-1633	212	27	on	on	ADP
fis-1633	212	28	local	local	ADJ
fis-1633	212	29	strain	strain	NOUN
fis-1633	212	30	characteristics	characteristic	NOUN
fis-1633	212	31	,	,	PUNCT
fis-1633	212	32	engng	engng	ADJ
fis-1633	212	33	struct	struct	NOUN
fis-1633	212	34	,	,	PUNCT
fis-1633	212	35	25	25	NUM
fis-1633	212	36	(	(	PUNCT
fis-1633	212	37	2003	2003	NUM
fis-1633	212	38	)	)	PUNCT
fis-1633	212	39	995	995	NUM
fis-1633	212	40	-	-	SYM
fis-1633	212	41	1007	1007	NUM
fis-1633	212	42	.	.	PUNCT
fis-1633	213	1	[	[	X
fis-1633	213	2	6	6	NUM
fis-1633	213	3	]	]	PUNCT
fis-1633	213	4	he	he	PRON
fis-1633	213	5	w.	w.	PROPN
fis-1633	213	6	,	,	PUNCT
fis-1633	213	7	wu	wu	PROPN
fis-1633	213	8	,	,	PUNCT
fis-1633	213	9	y.f	y.f	PROPN
fis-1633	213	10	.	.	PROPN
fis-1633	213	11	,	,	PUNCT
fis-1633	213	12	liew	liew	PROPN
fis-1633	213	13	,	,	PUNCT
fis-1633	213	14	k.m	k.m	PROPN
fis-1633	213	15	.	.	PROPN
fis-1633	213	16	,	,	PUNCT
fis-1633	213	17	wu	wu	PROPN
fis-1633	213	18	,	,	PUNCT
fis-1633	213	19	z.	z.	PROPN
fis-1633	213	20	,	,	PUNCT
fis-1633	213	21	a	a	DET
fis-1633	213	22	2d	2d	NUM
fis-1633	213	23	total	total	NOUN
fis-1633	213	24	strain	strain	NOUN
fis-1633	213	25	based	base	VERB
fis-1633	213	26	constitutive	constitutive	ADJ
fis-1633	213	27	model	model	NOUN
fis-1633	213	28	for	for	ADP
fis-1633	213	29	predicting	predict	VERB
fis-1633	213	30	the	the	DET
fis-1633	213	31	behaviors	behavior	NOUN
fis-1633	213	32	of	of	ADP
fis-1633	213	33	concrete	concrete	ADJ
fis-1633	213	34	structures	structure	NOUN
fis-1633	213	35	,	,	PUNCT
fis-1633	213	36	int	int	PROPN
fis-1633	213	37	j	j	PROPN
fis-1633	213	38	engng	engng	PROPN
fis-1633	213	39	science	science	PROPN
fis-1633	213	40	,	,	PUNCT
fis-1633	213	41	44	44	NUM
fis-1633	213	42	(	(	PUNCT
fis-1633	213	43	2006	2006	NUM
fis-1633	213	44	)	)	PUNCT
fis-1633	213	45	1280	1280	NUM
fis-1633	213	46	-	-	SYM
fis-1633	213	47	1303	1303	NUM
fis-1633	213	48	[	[	X
fis-1633	213	49	7	7	NUM
fis-1633	213	50	]	]	X
fis-1633	213	51	cerioni	cerioni	NOUN
fis-1633	213	52	,	,	PUNCT
fis-1633	213	53	r.	r.	PROPN
fis-1633	213	54	,	,	PUNCT
fis-1633	213	55	iori	iori	PROPN
fis-1633	213	56	,	,	PUNCT
fis-1633	213	57	i.	i.	PROPN
fis-1633	213	58	,	,	PUNCT
fis-1633	213	59	michelini	michelini	PROPN
fis-1633	213	60	,	,	PUNCT
fis-1633	213	61	e.	e.	PROPN
fis-1633	213	62	,	,	PUNCT
fis-1633	213	63	bernardi	bernardi	PROPN
fis-1633	213	64	,	,	PUNCT
fis-1633	213	65	p.	p.	PROPN
fis-1633	213	66	,	,	PUNCT
fis-1633	213	67	multi	multi	ADJ
fis-1633	213	68	-	-	ADJ
fis-1633	213	69	directional	directional	ADJ
fis-1633	213	70	modeling	modeling	NOUN
fis-1633	213	71	of	of	ADP
fis-1633	213	72	crack	crack	NOUN
fis-1633	213	73	pattern	pattern	NOUN
fis-1633	213	74	in	in	ADP
fis-1633	213	75	r	r	NOUN
fis-1633	213	76	/	/	SYM
fis-1633	213	77	c	c	NOUN
fis-1633	213	78	members	member	NOUN
fis-1633	213	79	,	,	PUNCT
fis-1633	213	80	eng	eng	PROPN
fis-1633	213	81	.	.	PROPN
fis-1633	213	82	fract	fract	PROPN
fis-1633	213	83	.	.	PUNCT
fis-1633	214	1	mech	mech	PROPN
fis-1633	214	2	.	.	PROPN
fis-1633	214	3	,	,	PUNCT
fis-1633	214	4	75	75	NUM
fis-1633	214	5	(	(	PUNCT
fis-1633	214	6	2008	2008	NUM
fis-1633	214	7	)	)	PUNCT
fis-1633	214	8	615	615	NUM
fis-1633	214	9	-	-	SYM
fis-1633	214	10	628	628	NUM
fis-1633	214	11	.	.	PUNCT
fis-1633	215	1	doi	doi	NOUN
fis-1633	215	2	:	:	PUNCT
fis-1633	215	3	10.1016	10.1016	NUM
fis-1633	215	4	/	/	SYM
fis-1633	215	5	j.engfracmech.2007.04.012	j.engfracmech.2007.04.012	X
fis-1633	216	1	[	[	X
fis-1633	216	2	8	8	NUM
fis-1633	216	3	]	]	PUNCT
fis-1633	216	4	kupfer	kupfer	NOUN
fis-1633	216	5	,	,	PUNCT
fis-1633	216	6	h.	h.	PROPN
fis-1633	216	7	,	,	PUNCT
fis-1633	216	8	hilsdorf	hilsdorf	PROPN
fis-1633	216	9	,	,	PUNCT
fis-1633	216	10	h.k	h.k	PROPN
fis-1633	216	11	.	.	PROPN
fis-1633	216	12	,	,	PUNCT
fis-1633	216	13	rusch	rusch	PROPN
fis-1633	216	14	,	,	PUNCT
fis-1633	216	15	h.	h.	PROPN
fis-1633	216	16	,	,	PUNCT
fis-1633	216	17	behavior	behavior	NOUN
fis-1633	216	18	of	of	ADP
fis-1633	216	19	concrete	concrete	NOUN
fis-1633	216	20	under	under	ADP
fis-1633	216	21	biaxial	biaxial	NOUN
fis-1633	216	22	stresses	stress	NOUN
fis-1633	216	23	,	,	PUNCT
fis-1633	216	24	proc	proc	NOUN
fis-1633	216	25	.	.	PUNCT
fis-1633	217	1	aci	aci	PROPN
fis-1633	217	2	j.	j.	PROPN
fis-1633	217	3	,	,	PUNCT
fis-1633	217	4	66	66	NUM
fis-1633	217	5	(	(	PUNCT
fis-1633	217	6	1969	1969	NUM
fis-1633	217	7	)	)	PUNCT
fis-1633	217	8	656–666	656–666	NUM
fis-1633	217	9	.	.	PUNCT
fis-1633	218	1	[	[	X
fis-1633	218	2	9	9	NUM
fis-1633	218	3	]	]	PUNCT
fis-1633	218	4	kupfer	kupfer	NOUN
fis-1633	218	5	,	,	PUNCT
fis-1633	218	6	h.	h.	PROPN
fis-1633	218	7	,	,	PUNCT
fis-1633	218	8	gerstle	gerstle	PROPN
fis-1633	218	9	,	,	PUNCT
fis-1633	218	10	k.h	k.h	PROPN
fis-1633	218	11	.	.	PROPN
fis-1633	218	12	,	,	PUNCT
fis-1633	218	13	behavior	behavior	NOUN
fis-1633	218	14	of	of	ADP
fis-1633	218	15	concrete	concrete	NOUN
fis-1633	218	16	under	under	ADP
fis-1633	218	17	biaxial	biaxial	NOUN
fis-1633	218	18	stresses	stress	NOUN
fis-1633	218	19	,	,	PUNCT
fis-1633	218	20	asce	asce	PROPN
fis-1633	218	21	j.	j.	PROPN
fis-1633	218	22	eng	eng	PROPN
fis-1633	218	23	.	.	PROPN
fis-1633	218	24	mech	mech	PROPN
fis-1633	218	25	.	.	PUNCT
fis-1633	219	1	div	div	PROPN
fis-1633	219	2	.	.	PROPN
fis-1633	219	3	,	,	PUNCT
fis-1633	219	4	99	99	NUM
fis-1633	219	5	(	(	PUNCT
fis-1633	219	6	1973	1973	NUM
fis-1633	219	7	)	)	PUNCT
fis-1633	219	8	853	853	NUM
fis-1633	219	9	-	-	SYM
fis-1633	219	10	866	866	NUM
fis-1633	219	11	.	.	PUNCT
fis-1633	220	1	[	[	X
fis-1633	220	2	10	10	NUM
fis-1633	220	3	]	]	X
fis-1633	220	4	ottosen	ottosen	PROPN
fis-1633	220	5	,	,	PUNCT
fis-1633	220	6	n.s	n.s	PROPN
fis-1633	220	7	.	.	PROPN
fis-1633	220	8	,	,	PUNCT
fis-1633	220	9	a	a	DET
fis-1633	220	10	failure	failure	NOUN
fis-1633	220	11	criterion	criterion	NOUN
fis-1633	220	12	for	for	ADP
fis-1633	220	13	concrete	concrete	NOUN
fis-1633	220	14	,	,	PUNCT
fis-1633	220	15	asce	asce	PROPN
fis-1633	220	16	j.	j.	PROPN
fis-1633	220	17	eng	eng	PROPN
fis-1633	220	18	.	.	PROPN
fis-1633	220	19	mech	mech	PROPN
fis-1633	220	20	.	.	PUNCT
fis-1633	221	1	div	div	PROPN
fis-1633	221	2	.	.	PROPN
fis-1633	221	3	,	,	PUNCT
fis-1633	221	4	103	103	NUM
fis-1633	221	5	-	-	SYM
fis-1633	221	6	em4	em4	NOUN
fis-1633	221	7	(	(	PUNCT
fis-1633	221	8	1977	1977	NUM
fis-1633	221	9	)	)	PUNCT
fis-1633	221	10	527	527	NUM
fis-1633	221	11	-	-	SYM
fis-1633	221	12	535	535	NUM
fis-1633	221	13	.	.	PUNCT
fis-1633	222	1	[	[	X
fis-1633	222	2	11	11	NUM
fis-1633	222	3	]	]	X
fis-1633	222	4	menétrey	menétrey	PROPN
fis-1633	222	5	ph	ph	PROPN
fis-1633	222	6	.	.	PROPN
fis-1633	222	7	,	,	PUNCT
fis-1633	222	8	willam	willam	PROPN
fis-1633	222	9	,	,	PUNCT
fis-1633	222	10	k.j	k.j	PROPN
fis-1633	222	11	.	.	PROPN
fis-1633	222	12	,	,	PUNCT
fis-1633	222	13	triaxial	triaxial	ADJ
fis-1633	222	14	failure	failure	NOUN
fis-1633	222	15	criterion	criterion	NOUN
fis-1633	222	16	for	for	ADP
fis-1633	222	17	concrete	concrete	NOUN
fis-1633	222	18	and	and	CCONJ
fis-1633	222	19	its	its	PRON
fis-1633	222	20	generalization	generalization	NOUN
fis-1633	222	21	,	,	PUNCT
fis-1633	222	22	aci	aci	PROPN
fis-1633	222	23	struct	struct	NOUN
fis-1633	222	24	.	.	PUNCT
fis-1633	223	1	j.	j.	PROPN
fis-1633	223	2	,	,	PUNCT
fis-1633	223	3	92	92	NUM
fis-1633	223	4	(	(	PUNCT
fis-1633	223	5	1995	1995	NUM
fis-1633	223	6	)	)	PUNCT
fis-1633	223	7	311318	311318	NUM
fis-1633	223	8	.	.	PUNCT
fis-1633	224	1	[	[	X
fis-1633	224	2	12	12	NUM
fis-1633	224	3	]	]	X
fis-1633	224	4	kwak	kwak	PROPN
fis-1633	224	5	,	,	PUNCT
fis-1633	224	6	h.-g	h.-g	PROPN
fis-1633	224	7	.	.	PROPN
fis-1633	224	8	,	,	PUNCT
fis-1633	224	9	filippou	filippou	NUM
fis-1633	224	10	,	,	PUNCT
fis-1633	224	11	f.c	f.c	PROPN
fis-1633	224	12	.	.	PROPN
fis-1633	224	13	,	,	PUNCT
fis-1633	224	14	finite	finite	PROPN
fis-1633	224	15	element	element	NOUN
fis-1633	224	16	analysis	analysis	NOUN
fis-1633	224	17	of	of	ADP
fis-1633	224	18	structures	structure	NOUN
fis-1633	224	19	under	under	ADP
fis-1633	224	20	monotonic	monotonic	ADJ
fis-1633	224	21	loads	load	NOUN
fis-1633	224	22	,	,	PUNCT
fis-1633	224	23	rep	rep	PROPN
fis-1633	224	24	.	.	PROPN
fis-1633	224	25	ucb	ucb	PROPN
fis-1633	224	26	/	/	SYM
fis-1633	224	27	semm-90/14	semm-90/14	NOUN
fis-1633	224	28	,	,	PUNCT
fis-1633	224	29	dept	dept	NOUN
fis-1633	224	30	.	.	PROPN
fis-1633	224	31	of	of	ADP
fis-1633	224	32	civ	civ	PROPN
fis-1633	224	33	.	.	PUNCT
fis-1633	225	1	eng	eng	PROPN
fis-1633	225	2	.	.	PROPN
fis-1633	225	3	,	,	PUNCT
fis-1633	225	4	univ	univ	PROPN
fis-1633	225	5	.	.	PROPN
fis-1633	225	6	of	of	ADP
fis-1633	225	7	california	california	PROPN
fis-1633	225	8	,	,	PUNCT
fis-1633	225	9	berkeley	berkeley	PROPN
fis-1633	225	10	,	,	PUNCT
fis-1633	225	11	california	california	PROPN
fis-1633	225	12	(	(	PUNCT
fis-1633	225	13	1990	1990	NUM
fis-1633	225	14	)	)	PUNCT
fis-1633	225	15	.	.	PUNCT
fis-1633	226	1	[	[	X
fis-1633	226	2	13	13	NUM
fis-1633	226	3	]	]	SYM
fis-1633	226	4	darwin	darwin	PROPN
fis-1633	226	5	,	,	PUNCT
fis-1633	226	6	d.	d.	PROPN
fis-1633	226	7	,	,	PUNCT
fis-1633	226	8	pecknold	pecknold	VERB
fis-1633	226	9	,	,	PUNCT
fis-1633	226	10	d.a	d.a	PROPN
fis-1633	226	11	.	.	PROPN
fis-1633	226	12	,	,	PUNCT
fis-1633	226	13	non	non	ADJ
fis-1633	226	14	-	-	ADJ
fis-1633	226	15	linear	linear	ADJ
fis-1633	226	16	biaxial	biaxial	ADJ
fis-1633	226	17	stress	stress	NOUN
fis-1633	226	18	–	–	PUNCT
fis-1633	226	19	strain	strain	NOUN
fis-1633	226	20	law	law	NOUN
fis-1633	226	21	for	for	ADP
fis-1633	226	22	concrete	concrete	NOUN
fis-1633	226	23	,	,	PUNCT
fis-1633	226	24	j.	j.	PROPN
fis-1633	226	25	engng	engng	PROPN
fis-1633	226	26	.	.	PUNCT
fis-1633	227	1	mech	mech	PROPN
fis-1633	227	2	.	.	PUNCT
fis-1633	228	1	div	div	PROPN
fis-1633	228	2	.	.	PUNCT
fis-1633	228	3	:	:	PUNCT
fis-1633	229	1	proc	proc	PROPN
fis-1633	229	2	.	.	PUNCT
fis-1633	230	1	asce	asce	PROPN
fis-1633	230	2	,	,	PUNCT
fis-1633	230	3	103em2	103em2	PROPN
fis-1633	230	4	(	(	PUNCT
fis-1633	230	5	1977	1977	NUM
fis-1633	230	6	)	)	PUNCT
fis-1633	230	7	229–241	229–241	NUM
fis-1633	230	8	.	.	PUNCT
fis-1633	231	1	[	[	X
fis-1633	231	2	14	14	NUM
fis-1633	231	3	]	]	X
fis-1633	231	4	ottosen	ottosen	PROPN
fis-1633	231	5	,	,	PUNCT
fis-1633	231	6	n.s	n.s	PROPN
fis-1633	231	7	.	.	PROPN
fis-1633	231	8	,	,	PUNCT
fis-1633	231	9	constitutive	constitutive	ADJ
fis-1633	231	10	model	model	NOUN
fis-1633	231	11	for	for	ADP
fis-1633	231	12	short	short	ADJ
fis-1633	231	13	-	-	PUNCT
fis-1633	231	14	time	time	NOUN
fis-1633	231	15	loading	loading	NOUN
fis-1633	231	16	of	of	ADP
fis-1633	231	17	concrete	concrete	NOUN
fis-1633	231	18	,	,	PUNCT
fis-1633	231	19	asce	asce	PROPN
fis-1633	231	20	j.	j.	PROPN
fis-1633	231	21	eng	eng	PROPN
fis-1633	231	22	.	.	PROPN
fis-1633	231	23	mech	mech	PROPN
fis-1633	231	24	.	.	PUNCT
fis-1633	232	1	div	div	PROPN
fis-1633	232	2	.	.	PROPN
fis-1633	232	3	,	,	PUNCT
fis-1633	232	4	105	105	NUM
fis-1633	232	5	(	(	PUNCT
fis-1633	232	6	1979	1979	NUM
fis-1633	232	7	)	)	PUNCT
fis-1633	232	8	127	127	NUM
fis-1633	232	9	-	-	SYM
fis-1633	232	10	141	141	NUM
fis-1633	232	11	.	.	PUNCT
fis-1633	233	1	[	[	X
fis-1633	233	2	15	15	NUM
fis-1633	233	3	]	]	X
fis-1633	233	4	ottosen	ottosen	PROPN
fis-1633	233	5	,	,	PUNCT
fis-1633	233	6	n.s	n.s	PROPN
fis-1633	233	7	.	.	PROPN
fis-1633	233	8	,	,	PUNCT
fis-1633	233	9	nonlinear	nonlinear	PROPN
fis-1633	233	10	finite	finite	PROPN
fis-1633	233	11	element	element	NOUN
fis-1633	233	12	analysis	analysis	NOUN
fis-1633	233	13	of	of	ADP
fis-1633	233	14	reinforced	reinforce	VERB
fis-1633	233	15	concrete	concrete	ADJ
fis-1633	233	16	structures	structure	NOUN
fis-1633	233	17	,	,	PUNCT
fis-1633	233	18	ph.d	ph.d	PROPN
fis-1633	233	19	.	.	PUNCT
fis-1633	234	1	thesis	thesis	PROPN
fis-1633	234	2	,	,	PUNCT
fis-1633	234	3	technical	technical	ADJ
fis-1633	234	4	university	university	PROPN
fis-1633	234	5	of	of	ADP
fis-1633	234	6	denmark	denmark	PROPN
fis-1633	234	7	,	,	PUNCT
fis-1633	234	8	(	(	PUNCT
fis-1633	234	9	1980	1980	NUM
fis-1633	234	10	)	)	PUNCT
fis-1633	234	11	.	.	PUNCT
fis-1633	235	1	[	[	X
fis-1633	235	2	16	16	NUM
fis-1633	235	3	]	]	PUNCT
fis-1633	235	4	barzegar	barzegar	NOUN
fis-1633	235	5	-	-	PUNCT
fis-1633	235	6	jamshidi	jamshidi	PROPN
fis-1633	235	7	,	,	PUNCT
fis-1633	235	8	f.	f.	PROPN
fis-1633	235	9	,	,	PUNCT
fis-1633	235	10	nonlinear	nonlinear	ADJ
fis-1633	235	11	finite	finite	ADJ
fis-1633	235	12	element	element	NOUN
fis-1633	235	13	analysis	analysis	NOUN
fis-1633	235	14	of	of	ADP
fis-1633	235	15	reinforced	reinforce	VERB
fis-1633	235	16	concrete	concrete	NOUN
fis-1633	235	17	under	under	ADP
fis-1633	235	18	short	short	ADJ
fis-1633	235	19	term	term	NOUN
fis-1633	235	20	loading	loading	NOUN
fis-1633	235	21	,	,	PUNCT
fis-1633	235	22	ph.d	ph.d	PROPN
fis-1633	235	23	.	.	PUNCT
fis-1633	236	1	thesis	thesis	NOUN
fis-1633	236	2	,	,	PUNCT
fis-1633	236	3	university	university	PROPN
fis-1633	236	4	of	of	ADP
fis-1633	236	5	illinois	illinois	PROPN
fis-1633	236	6	at	at	ADP
fis-1633	236	7	urbana	urbana	PROPN
fis-1633	236	8	-	-	PUNCT
fis-1633	236	9	champaign	champaign	PROPN
fis-1633	236	10	,	,	PUNCT
fis-1633	236	11	(	(	PUNCT
fis-1633	236	12	1986	1986	NUM
fis-1633	236	13	)	)	PUNCT
fis-1633	236	14	.	.	PUNCT
fis-1633	237	1	[	[	X
fis-1633	237	2	17	17	NUM
fis-1633	237	3	]	]	SYM
fis-1633	237	4	vecchio	vecchio	PROPN
fis-1633	237	5	,	,	PUNCT
fis-1633	237	6	f.j	f.j	PROPN
fis-1633	237	7	.	.	PROPN
fis-1633	237	8	,	,	PUNCT
fis-1633	237	9	shim	shim	NOUN
fis-1633	237	10	,	,	PUNCT
fis-1633	237	11	w.	w.	NOUN
fis-1633	237	12	,	,	PUNCT
fis-1633	237	13	experimental	experimental	ADJ
fis-1633	237	14	and	and	CCONJ
fis-1633	237	15	analytical	analytical	ADJ
fis-1633	237	16	reexamination	reexamination	NOUN
fis-1633	237	17	of	of	ADP
fis-1633	237	18	classic	classic	ADJ
fis-1633	237	19	concrete	concrete	ADJ
fis-1633	237	20	beam	beam	NOUN
fis-1633	237	21	test	test	NOUN
fis-1633	237	22	,	,	PUNCT
fis-1633	237	23	j.	j.	PROPN
fis-1633	237	24	struct	struct	NOUN
fis-1633	237	25	.	.	PUNCT
fis-1633	238	1	eng	eng	PROPN
fis-1633	238	2	.	.	PROPN
fis-1633	238	3	,	,	PUNCT
fis-1633	238	4	130	130	NUM
fis-1633	238	5	(	(	PUNCT
fis-1633	238	6	2004	2004	NUM
fis-1633	238	7	)	)	PUNCT
fis-1633	238	8	460	460	NUM
fis-1633	238	9	-	-	SYM
fis-1633	238	10	469	469	NUM
fis-1633	238	11	.	.	PUNCT
fis-1633	239	1	[	[	X
fis-1633	239	2	18	18	NUM
fis-1633	239	3	]	]	X
fis-1633	239	4	podgorniak	podgorniak	NOUN
fis-1633	239	5	-	-	PUNCT
fis-1633	239	6	stanik	stanik	X
fis-1633	239	7	,	,	PUNCT
fis-1633	239	8	b.a	b.a	PROPN
fis-1633	239	9	.	.	PROPN
fis-1633	239	10	,	,	PUNCT
fis-1633	239	11	the	the	DET
fis-1633	239	12	influence	influence	NOUN
fis-1633	239	13	of	of	ADP
fis-1633	239	14	concrete	concrete	ADJ
fis-1633	239	15	strength	strength	NOUN
fis-1633	239	16	,	,	PUNCT
fis-1633	239	17	distribution	distribution	NOUN
fis-1633	239	18	of	of	ADP
fis-1633	239	19	longitudinal	longitudinal	ADJ
fis-1633	239	20	reinforcement	reinforcement	NOUN
fis-1633	239	21	,	,	PUNCT
fis-1633	239	22	amount	amount	NOUN
fis-1633	239	23	of	of	ADP
fis-1633	239	24	transverse	transverse	NOUN
fis-1633	239	25	reinforcement	reinforcement	NOUN
fis-1633	239	26	and	and	CCONJ
fis-1633	239	27	member	member	NOUN
fis-1633	239	28	size	size	NOUN
fis-1633	239	29	on	on	ADP
fis-1633	239	30	shear	shear	NOUN
fis-1633	239	31	strength	strength	NOUN
fis-1633	239	32	of	of	ADP
fis-1633	239	33	reinforced	reinforce	VERB
fis-1633	239	34	concrete	concrete	ADJ
fis-1633	239	35	members	member	NOUN
fis-1633	239	36	,	,	PUNCT
fis-1633	239	37	phd	phd	NOUN
fis-1633	239	38	thesis	thesis	NOUN
fis-1633	239	39	,	,	PUNCT
fis-1633	239	40	university	university	PROPN
fis-1633	239	41	of	of	ADP
fis-1633	239	42	toronto	toronto	PROPN
fis-1633	239	43	,	,	PUNCT
fis-1633	239	44	(	(	PUNCT
fis-1633	239	45	1998	1998	NUM
fis-1633	239	46	)	)	PUNCT
fis-1633	239	47	.	.	PUNCT
fis-1633	240	1	[	[	X
fis-1633	240	2	19	19	NUM
fis-1633	240	3	]	]	X
fis-1633	240	4	leonhardt	leonhardt	PROPN
fis-1633	240	5	,	,	PUNCT
fis-1633	240	6	f.	f.	PROPN
fis-1633	240	7	,	,	PUNCT
fis-1633	240	8	walther	walther	NOUN
fis-1633	240	9	,	,	PUNCT
fis-1633	240	10	r.	r.	PROPN
fis-1633	240	11	,	,	PUNCT
fis-1633	240	12	schubversuche	schubversuche	PROPN
fis-1633	240	13	an	an	DET
fis-1633	240	14	einfeldrigen	einfeldrigen	NOUN
fis-1633	240	15	stahlbetonbalken	stahlbetonbalken	VERB
fis-1633	240	16	mit	mit	NOUN
fis-1633	240	17	und	und	PROPN
fis-1633	240	18	ohne	ohne	NOUN
fis-1633	240	19	schubbewehrung	schubbewehrung	PROPN
fis-1633	240	20	,	,	PUNCT
fis-1633	240	21	deutscher	deutscher	PROPN
fis-1633	240	22	ausschuss	ausschuss	PROPN
fis-1633	240	23	für	für	PROPN
fis-1633	240	24	stahlbeton	stahlbeton	PROPN
fis-1633	240	25	,	,	PUNCT
fis-1633	240	26	h.151	h.151	NOUN
fis-1633	240	27	,	,	PUNCT
fis-1633	240	28	ernst	ernst	PROPN
fis-1633	240	29	&	&	CCONJ
fis-1633	240	30	sohn	sohn	PROPN
fis-1633	240	31	(	(	PUNCT
fis-1633	240	32	1962	1962	NUM
fis-1633	240	33	)	)	PUNCT
fis-1633	240	34	.	.	PUNCT
fis-1633	241	1	[	[	X
fis-1633	241	2	20	20	NUM
fis-1633	241	3	]	]	SYM
fis-1633	241	4	bresler	bresler	NOUN
fis-1633	241	5	,	,	PUNCT
fis-1633	241	6	b.	b.	PROPN
fis-1633	241	7	,	,	PUNCT
fis-1633	241	8	scordelis	scordelis	PROPN
fis-1633	241	9	,	,	PUNCT
fis-1633	241	10	a.c	a.c	PROPN
fis-1633	241	11	.	.	PROPN
fis-1633	241	12	,	,	PUNCT
fis-1633	241	13	shear	shear	NOUN
fis-1633	241	14	strength	strength	NOUN
fis-1633	241	15	of	of	ADP
fis-1633	241	16	reinforced	reinforce	VERB
fis-1633	241	17	concrete	concrete	ADJ
fis-1633	241	18	beams	beam	NOUN
fis-1633	241	19	,	,	PUNCT
fis-1633	241	20	j.	j.	PROPN
fis-1633	241	21	am	am	PROPN
fis-1633	241	22	.	.	PUNCT
fis-1633	242	1	concr	concr	PROPN
fis-1633	242	2	.	.	PUNCT
fis-1633	243	1	inst	inst	PROPN
fis-1633	243	2	.	.	PROPN
fis-1633	243	3	,	,	PUNCT
fis-1633	243	4	60	60	NUM
fis-1633	243	5	(	(	PUNCT
fis-1633	243	6	1963	1963	NUM
fis-1633	243	7	)	)	PUNCT
fis-1633	244	1	51–72	51–72	NUM
fis-1633	244	2	.	.	PUNCT
fis-1633	245	1	[	[	X
fis-1633	245	2	21	21	NUM
fis-1633	245	3	]	]	X
fis-1633	245	4	bernardi	bernardi	PROPN
fis-1633	245	5	,	,	PUNCT
fis-1633	245	6	p.	p.	PROPN
fis-1633	245	7	,	,	PUNCT
fis-1633	245	8	cerioni	cerioni	PROPN
fis-1633	245	9	,	,	PUNCT
fis-1633	245	10	r.	r.	PROPN
fis-1633	245	11	,	,	PUNCT
fis-1633	245	12	michelini	michelini	PROPN
fis-1633	245	13	,	,	PUNCT
fis-1633	245	14	e.	e.	PROPN
fis-1633	245	15	,	,	PUNCT
fis-1633	245	16	analysis	analysis	NOUN
fis-1633	245	17	of	of	ADP
fis-1633	245	18	post	post	ADJ
fis-1633	245	19	-	-	ADJ
fis-1633	245	20	cracking	cracking	ADJ
fis-1633	245	21	stage	stage	NOUN
fis-1633	245	22	in	in	ADP
fis-1633	245	23	sfrc	sfrc	NOUN
fis-1633	245	24	elements	element	NOUN
fis-1633	245	25	through	through	ADP
fis-1633	245	26	a	a	DET
fis-1633	245	27	non	non	ADJ
fis-1633	245	28	-	-	ADJ
fis-1633	245	29	linear	linear	ADJ
fis-1633	245	30	numerical	numerical	ADJ
fis-1633	245	31	approach	approach	NOUN
fis-1633	245	32	,	,	PUNCT
fis-1633	245	33	eng	eng	PROPN
fis-1633	245	34	.	.	PROPN
fis-1633	245	35	fract	fract	PROPN
fis-1633	245	36	.	.	PUNCT
fis-1633	245	37	mech	mech	PROPN
fis-1633	245	38	.	.	PROPN
fis-1633	245	39	,	,	PUNCT
fis-1633	245	40	108	108	NUM
fis-1633	245	41	(	(	PUNCT
fis-1633	245	42	2013	2013	NUM
fis-1633	245	43	)	)	PUNCT
fis-1633	245	44	238	238	NUM
fis-1633	245	45	-	-	SYM
fis-1633	245	46	250	250	NUM
fis-1633	245	47	.	.	PUNCT
fis-1633	246	1	doi	doi	NOUN
fis-1633	246	2	:	:	PUNCT
fis-1633	246	3	10.1016	10.1016	NUM
fis-1633	246	4	/	/	SYM
fis-1633	246	5	j.engfracmech.2013.02.024	j.engfracmech.2013.02.024	PROPN
fis-1633	247	1	[	[	X
fis-1633	247	2	22	22	NUM
fis-1633	247	3	]	]	X
fis-1633	247	4	cerioni	cerioni	NOUN
fis-1633	247	5	,	,	PUNCT
fis-1633	247	6	r.	r.	PROPN
fis-1633	247	7	,	,	PUNCT
fis-1633	247	8	bernardi	bernardi	PROPN
fis-1633	247	9	,	,	PUNCT
fis-1633	247	10	p.	p.	PROPN
fis-1633	247	11	,	,	PUNCT
fis-1633	247	12	michelini	michelini	PROPN
fis-1633	247	13	,	,	PUNCT
fis-1633	247	14	e.	e.	PROPN
fis-1633	247	15	,	,	PUNCT
fis-1633	247	16	mordini	mordini	PROPN
fis-1633	247	17	,	,	PUNCT
fis-1633	247	18	a.	a.	NOUN
fis-1633	247	19	,	,	PUNCT
fis-1633	247	20	a	a	DET
fis-1633	247	21	general	general	ADJ
fis-1633	247	22	3d	3d	NUM
fis-1633	247	23	approach	approach	NOUN
fis-1633	247	24	for	for	ADP
fis-1633	247	25	the	the	DET
fis-1633	247	26	analysis	analysis	NOUN
fis-1633	247	27	of	of	ADP
fis-1633	247	28	multi	multi	ADJ
fis-1633	247	29	-	-	ADJ
fis-1633	247	30	axial	axial	ADJ
fis-1633	247	31	fracture	fracture	NOUN
fis-1633	247	32	behavior	behavior	NOUN
fis-1633	247	33	of	of	ADP
fis-1633	247	34	reinforced	reinforce	VERB
fis-1633	247	35	concrete	concrete	ADJ
fis-1633	247	36	elements	element	NOUN
fis-1633	247	37	,	,	PUNCT
fis-1633	247	38	eng	eng	PROPN
fis-1633	247	39	.	.	PROPN
fis-1633	247	40	fract	fract	PROPN
fis-1633	247	41	.	.	PUNCT
fis-1633	248	1	mech	mech	PROPN
fis-1633	248	2	.	.	PUNCT
fis-1633	248	3	,	,	PUNCT
fis-1633	248	4	78	78	NUM
fis-1633	248	5	(	(	PUNCT
fis-1633	248	6	2011	2011	NUM
fis-1633	248	7	)	)	PUNCT
fis-1633	248	8	1784	1784	NUM
fis-1633	248	9	-	-	SYM
fis-1633	248	10	1793	1793	NUM
fis-1633	248	11	.	.	PUNCT
fis-1633	249	1	[	[	X
fis-1633	249	2	23	23	NUM
fis-1633	249	3	]	]	X
fis-1633	249	4	bernardi	bernardi	PROPN
fis-1633	249	5	,	,	PUNCT
fis-1633	249	6	p.	p.	PROPN
fis-1633	249	7	,	,	PUNCT
fis-1633	249	8	cerioni	cerioni	PROPN
fis-1633	249	9	,	,	PUNCT
fis-1633	249	10	r.	r.	PROPN
fis-1633	249	11	,	,	PUNCT
fis-1633	249	12	michelini	michelini	PROPN
fis-1633	249	13	,	,	PUNCT
fis-1633	249	14	e.	e.	PROPN
fis-1633	249	15	,	,	PUNCT
fis-1633	249	16	numerical	numerical	ADJ
fis-1633	249	17	modelling	modelling	NOUN
fis-1633	249	18	of	of	ADP
fis-1633	249	19	the	the	DET
fis-1633	249	20	behaviour	behaviour	NOUN
fis-1633	249	21	of	of	ADP
fis-1633	249	22	sfrc	sfrc	NOUN
fis-1633	249	23	elements	element	NOUN
fis-1633	249	24	in	in	ADP
fis-1633	249	25	presence	presence	NOUN
fis-1633	249	26	of	of	ADP
fis-1633	249	27	multiple	multiple	ADJ
fis-1633	249	28	cracks	crack	NOUN
fis-1633	249	29	,	,	PUNCT
fis-1633	249	30	in	in	ADP
fis-1633	249	31	:	:	PUNCT
fis-1633	249	32	j.	j.	PROPN
fis-1633	249	33	barros	barros	PROPN
fis-1633	249	34	et	et	PROPN
fis-1633	249	35	al	al	PROPN
fis-1633	249	36	.	.	PROPN
fis-1633	249	37	(	(	PUNCT
fis-1633	249	38	eds	ed	NOUN
fis-1633	249	39	.	.	PUNCT
fis-1633	249	40	)	)	PUNCT
fis-1633	249	41	,	,	PUNCT
fis-1633	249	42	proc	proc	NOUN
fis-1633	249	43	.	.	PUNCT
fis-1633	250	1	8th	8th	ADJ
fis-1633	250	2	rilem	rilem	NOUN
fis-1633	250	3	int	int	NOUN
fis-1633	250	4	.	.	PUNCT
fis-1633	251	1	symposium	symposium	NOUN
fis-1633	251	2	on	on	ADP
fis-1633	251	3	fibre	fibre	NOUN
fis-1633	251	4	reinforced	reinforce	VERB
fis-1633	251	5	concrete	concrete	NOUN
fis-1633	251	6	,	,	PUNCT
fis-1633	251	7	guimarães	guimarães	NOUN
fis-1633	251	8	,	,	PUNCT
fis-1633	251	9	(	(	PUNCT
fis-1633	251	10	2012	2012	NUM
fis-1633	251	11	)	)	PUNCT
fis-1633	251	12	219	219	NUM
fis-1633	251	13	-	-	SYM
fis-1633	251	14	220	220	NUM
fis-1633	251	15	.	.	PUNCT
fis-1633	252	1	[	[	X
fis-1633	252	2	24	24	NUM
fis-1633	252	3	]	]	SYM
fis-1633	252	4	bernardi	bernardi	PROPN
fis-1633	252	5	,	,	PUNCT
fis-1633	252	6	p.	p.	PROPN
fis-1633	252	7	,	,	PUNCT
fis-1633	252	8	cerioni	cerioni	PROPN
fis-1633	252	9	,	,	PUNCT
fis-1633	252	10	r.	r.	PROPN
fis-1633	252	11	,	,	PUNCT
fis-1633	252	12	michelini	michelini	PROPN
fis-1633	252	13	,	,	PUNCT
fis-1633	252	14	e.	e.	PROPN
fis-1633	252	15	,	,	PUNCT
fis-1633	252	16	numerical	numerical	ADJ
fis-1633	252	17	modeling	modeling	NOUN
fis-1633	252	18	of	of	ADP
fis-1633	252	19	bond	bond	NOUN
fis-1633	252	20	in	in	ADP
fis-1633	252	21	cracked	crack	VERB
fis-1633	252	22	reinforced	reinforce	VERB
fis-1633	252	23	concrete	concrete	ADJ
fis-1633	252	24	elements	element	NOUN
fis-1633	252	25	,	,	PUNCT
fis-1633	252	26	in	in	ADP
fis-1633	252	27	:	:	PUNCT
fis-1633	253	1	j.w	j.w	PROPN
fis-1633	253	2	.	.	PROPN
fis-1633	253	3	cairns	cairns	PROPN
fis-1633	253	4	et	et	PROPN
fis-1633	253	5	al	al	PROPN
fis-1633	253	6	.	.	PROPN
fis-1633	253	7	(	(	PUNCT
fis-1633	253	8	eds	ed	NOUN
fis-1633	253	9	.	.	PUNCT
fis-1633	253	10	)	)	PUNCT
fis-1633	253	11	,	,	PUNCT
fis-1633	253	12	proc	proc	NOUN
fis-1633	253	13	.	.	PUNCT
fis-1633	254	1	of	of	ADP
fis-1633	254	2	bond	bond	NOUN
fis-1633	254	3	in	in	ADP
fis-1633	254	4	concrete	concrete	ADJ
fis-1633	254	5	2012	2012	NUM
fis-1633	254	6	:	:	PUNCT
fis-1633	254	7	bond	bond	NOUN
fis-1633	254	8	,	,	PUNCT
fis-1633	254	9	anchorage	anchorage	NOUN
fis-1633	254	10	,	,	PUNCT
fis-1633	254	11	detailing	detailing	NOUN
fis-1633	254	12	,	,	PUNCT
fis-1633	254	13	brescia	brescia	PROPN
fis-1633	254	14	(	(	PUNCT
fis-1633	254	15	2012	2012	NUM
fis-1633	254	16	)	)	PUNCT
fis-1633	254	17	177	177	NUM
fis-1633	254	18	-	-	SYM
fis-1633	254	19	184	184	NUM
fis-1633	254	20	.	.	PUNCT
fis-1633	255	1	[	[	X
fis-1633	255	2	25	25	NUM
fis-1633	255	3	]	]	PUNCT
fis-1633	255	4	elwi	elwi	NOUN
fis-1633	255	5	,	,	PUNCT
fis-1633	255	6	a.a	a.a	PROPN
fis-1633	255	7	.	.	PROPN
fis-1633	255	8	,	,	PUNCT
fis-1633	255	9	murray	murray	PROPN
fis-1633	255	10	,	,	PUNCT
fis-1633	255	11	d.w	d.w	PROPN
fis-1633	255	12	.	.	PROPN
fis-1633	255	13	,	,	PUNCT
fis-1633	255	14	a	a	DET
fis-1633	255	15	3d	3d	NUM
fis-1633	255	16	hypoelastic	hypoelastic	ADJ
fis-1633	255	17	concrete	concrete	ADJ
fis-1633	255	18	constitutive	constitutive	ADJ
fis-1633	255	19	relationship	relationship	NOUN
fis-1633	255	20	,	,	PUNCT
fis-1633	255	21	j.	j.	PROPN
fis-1633	255	22	engng	engng	PROPN
fis-1633	255	23	.	.	PUNCT
fis-1633	256	1	mech	mech	PROPN
fis-1633	256	2	.	.	PUNCT
fis-1633	257	1	div	div	PROPN
fis-1633	257	2	.	.	PUNCT
fis-1633	257	3	:	:	PUNCT
fis-1633	258	1	proc	proc	PROPN
fis-1633	258	2	.	.	PUNCT
fis-1633	259	1	asce	asce	PROPN
fis-1633	259	2	,	,	PUNCT
fis-1633	259	3	105	105	NUM
fis-1633	259	4	-	-	PUNCT
fis-1633	259	5	em4	em4	NOUN
fis-1633	259	6	(	(	PUNCT
fis-1633	259	7	1979	1979	NUM
fis-1633	259	8	)	)	PUNCT
fis-1633	259	9	623–641	623–641	NUM
fis-1633	259	10	.	.	PUNCT
fis-1633	260	1	[	[	X
fis-1633	260	2	26	26	NUM
fis-1633	260	3	]	]	X
fis-1633	260	4	ramaswamy	ramaswamy	ADJ
fis-1633	260	5	,	,	PUNCT
fis-1633	260	6	a.	a.	NOUN
fis-1633	260	7	,	,	PUNCT
fis-1633	260	8	barzegar	barzegar	PROPN
fis-1633	260	9	,	,	PUNCT
fis-1633	260	10	f.	f.	PROPN
fis-1633	260	11	,	,	PUNCT
fis-1633	260	12	voyiadjis	voyiadji	NOUN
fis-1633	260	13	,	,	PUNCT
fis-1633	260	14	g.z	g.z	PROPN
fis-1633	260	15	.	.	PROPN
fis-1633	260	16	,	,	PUNCT
fis-1633	260	17	postcracking	postcracke	VERB
fis-1633	260	18	formulation	formulation	NOUN
fis-1633	260	19	for	for	ADP
fis-1633	260	20	analysis	analysis	NOUN
fis-1633	260	21	of	of	ADP
fis-1633	260	22	rc	rc	PROPN
fis-1633	260	23	structures	structure	NOUN
fis-1633	260	24	based	base	VERB
fis-1633	260	25	on	on	ADP
fis-1633	260	26	secant	secant	ADJ
fis-1633	260	27	stiffness	stiffness	NOUN
fis-1633	260	28	,	,	PUNCT
fis-1633	260	29	asce	asce	PROPN
fis-1633	260	30	j.	j.	PROPN
fis-1633	260	31	eng	eng	PROPN
fis-1633	260	32	.	.	PROPN
fis-1633	260	33	mech	mech	PROPN
fis-1633	260	34	.	.	PROPN
fis-1633	260	35	,	,	PUNCT
fis-1633	260	36	120	120	NUM
fis-1633	260	37	(	(	PUNCT
fis-1633	260	38	1994	1994	NUM
fis-1633	260	39	)	)	PUNCT
fis-1633	260	40	2621	2621	NUM
fis-1633	260	41	-	-	SYM
fis-1633	260	42	2640	2640	NUM
fis-1633	260	43	.	.	PUNCT
fis-1633	261	1	[	[	X
fis-1633	261	2	27	27	NUM
fis-1633	261	3	]	]	X
fis-1633	261	4	sebastian	sebastian	PROPN
fis-1633	261	5	,	,	PUNCT
fis-1633	261	6	w.m	w.m	PROPN
fis-1633	261	7	.	.	PROPN
fis-1633	261	8	,	,	PUNCT
fis-1633	261	9	mcconnel	mcconnel	PROPN
fis-1633	261	10	,	,	PUNCT
fis-1633	261	11	r.e	r.e	PROPN
fis-1633	261	12	.	.	PROPN
fis-1633	261	13	,	,	PUNCT
fis-1633	261	14	nonlinear	nonlinear	ADJ
fis-1633	261	15	fe	fe	NOUN
fis-1633	261	16	analysis	analysis	NOUN
fis-1633	261	17	of	of	ADP
fis-1633	261	18	steel	steel	NOUN
fis-1633	261	19	-	-	PUNCT
fis-1633	261	20	concrete	concrete	ADJ
fis-1633	261	21	composite	composite	ADJ
fis-1633	261	22	structures	structure	NOUN
fis-1633	261	23	,	,	PUNCT
fis-1633	261	24	asce	asce	PROPN
fis-1633	261	25	j.	j.	PROPN
fis-1633	261	26	struct	struct	PROPN
fis-1633	261	27	.	.	PUNCT
fis-1633	262	1	eng	eng	PROPN
fis-1633	262	2	.	.	PROPN
fis-1633	262	3	,	,	PUNCT
fis-1633	262	4	126	126	NUM
fis-1633	262	5	(	(	PUNCT
fis-1633	262	6	2000	2000	NUM
fis-1633	262	7	)	)	PUNCT
fis-1633	262	8	662	662	NUM
fis-1633	262	9	-	-	SYM
fis-1633	262	10	674	674	NUM
fis-1633	262	11	.	.	PUNCT
fis-1633	263	1	[	[	X
fis-1633	263	2	28	28	NUM
fis-1633	263	3	]	]	X
fis-1633	263	4	abaqus	abaqus	NOUN
fis-1633	263	5	6.10	6.10	NUM
fis-1633	263	6	,	,	PUNCT
fis-1633	263	7	online	online	ADJ
fis-1633	263	8	documentation	documentation	NOUN
fis-1633	263	9	,	,	PUNCT
fis-1633	263	10	dassault	dassault	NOUN
fis-1633	263	11	systémes	systémes	PROPN
fis-1633	263	12	simulia	simulia	PROPN
fis-1633	263	13	corporation	corporation	PROPN
fis-1633	263	14	,	,	PUNCT
fis-1633	263	15	providence	providence	NOUN
fis-1633	263	16	(	(	PUNCT
fis-1633	263	17	2010	2010	NUM
fis-1633	263	18	)	)	PUNCT
fis-1633	263	19	.	.	PUNCT
fis-1633	264	1	<	<	X
fis-1633	264	2	<	<	X
fis-1633	264	3	/ascii85encodepages	/ascii85encodepage	NOUN
fis-1633	264	4	false	false	ADJ
fis-1633	264	5	/allowtransparency	/allowtransparency	NOUN
fis-1633	264	6	false	false	ADJ
fis-1633	264	7	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-1633	264	8	true	true	ADJ
fis-1633	264	9	/autorotatepages	/autorotatepage	NOUN
fis-1633	264	10	/none	/none	PUNCT
fis-1633	264	11	/binding	/binding	PUNCT
fis-1633	264	12	/left	/left	ADJ
fis-1633	265	1	/calgrayprofile	/calgrayprofile	VERB
fis-1633	265	2	(	(	PUNCT
fis-1633	265	3	dot	dot	NOUN
fis-1633	265	4	gain	gain	NOUN
fis-1633	265	5	20	20	NUM
fis-1633	265	6	%	%	NOUN
fis-1633	265	7	)	)	PUNCT
fis-1633	265	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-1633	266	1	(	(	PUNCT
fis-1633	266	2	srgb	srgb	PROPN
fis-1633	266	3	iec61966	iec61966	NOUN
fis-1633	266	4	-	-	PUNCT
fis-1633	266	5	2.1	2.1	NUM
fis-1633	266	6	)	)	PUNCT
fis-1633	266	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-1633	267	1	(	(	PUNCT
fis-1633	267	2	u.s	u.s	PROPN
fis-1633	267	3	.	.	PROPN
fis-1633	267	4	web	web	NOUN
fis-1633	267	5	coated	coat	VERB
fis-1633	267	6	\050swop\051	\050swop\051	ADJ
fis-1633	267	7	v2	v2	NOUN
fis-1633	267	8	)	)	PUNCT
fis-1633	267	9	/srgbprofile	/srgbprofile	PUNCT
fis-1633	267	10	(	(	PUNCT
fis-1633	267	11	srgb	srgb	PROPN
fis-1633	267	12	iec61966	iec61966	NOUN
fis-1633	267	13	-	-	PUNCT
fis-1633	267	14	2.1	2.1	NUM
fis-1633	267	15	)	)	PUNCT
fis-1633	267	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-1633	268	1	/error	/error	INTJ
fis-1633	268	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-1633	269	1	1.4	1.4	NUM
fis-1633	269	2	/compressobjects	/compressobject	NOUN
fis-1633	269	3	/tags	/tag	VERB
fis-1633	269	4	/compresspages	/compresspage	NOUN
fis-1633	269	5	true	true	ADJ
fis-1633	269	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-1633	269	7	true	true	ADJ
fis-1633	269	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-1633	269	9	true	true	ADJ
fis-1633	269	10	/createjobticket	/createjobticket	NOUN
fis-1633	269	11	false	false	ADJ
fis-1633	269	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-1633	269	13	/default	/default	PUNCT
fis-1633	269	14	/detectblends	/detectblend	NOUN
fis-1633	269	15	true	true	ADJ
fis-1633	269	16	/detectcurves	/detectcurve	VERB
fis-1633	270	1	0.0000	0.0000	NUM
fis-1633	270	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-1633	270	3	/cmyk	/cmyk	PUNCT
fis-1633	271	1	/dothumbnails	/dothumbnail	VERB
fis-1633	272	1	false	false	ADJ
fis-1633	272	2	/embedallfonts	/embedallfont	NOUN
fis-1633	272	3	true	true	ADJ
fis-1633	272	4	/embedopentype	/embedopentype	PUNCT
fis-1633	272	5	false	false	ADJ
fis-1633	272	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-1633	272	7	true	true	ADJ
fis-1633	272	8	/embedjoboptions	/embedjoboption	NOUN
fis-1633	272	9	true	true	ADJ
fis-1633	272	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-1633	272	11	0	0	NUM
fis-1633	272	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-1633	272	13	false	false	ADJ
fis-1633	272	14	/endpage	/endpage	NOUN
fis-1633	272	15	-1	-1	NOUN
fis-1633	272	16	/imagememory	/imagememory	NUM
fis-1633	272	17	1048576	1048576	NUM
fis-1633	272	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-1633	272	19	false	false	ADJ
fis-1633	272	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-1633	272	21	100	100	NUM
fis-1633	272	22	/optimize	/optimize	NOUN
fis-1633	272	23	true	true	ADJ
fis-1633	272	24	/opm	/opm	NOUN
fis-1633	272	25	1	1	NUM
fis-1633	272	26	/parsedsccomments	/parsedsccomment	NOUN
fis-1633	272	27	true	true	ADJ
fis-1633	272	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-1633	272	29	true	true	ADJ
fis-1633	272	30	/preservecopypage	/preservecopypage	NOUN
fis-1633	272	31	true	true	ADJ
fis-1633	272	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-1633	272	33	true	true	ADJ
fis-1633	272	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-1633	272	35	true	true	ADJ
fis-1633	272	36	/preserveflatness	/preserveflatness	NOUN
fis-1633	272	37	true	true	ADJ
fis-1633	272	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-1633	272	39	false	false	ADJ
fis-1633	272	40	/preserveopicomments	/preserveopicomment	NOUN
fis-1633	272	41	true	true	ADJ
fis-1633	272	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-1633	272	43	true	true	ADJ
fis-1633	272	44	/startpage	/startpage	NOUN
fis-1633	272	45	1	1	NUM
fis-1633	272	46	/subsetfonts	/subsetfont	NOUN
fis-1633	272	47	true	true	ADJ
fis-1633	272	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-1633	272	49	/apply	/apply	PUNCT
fis-1633	272	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-1633	273	1	/preserve	/preserve	NOUN
fis-1633	273	2	/useprologue	/useprologue	NOUN
fis-1633	273	3	false	false	ADJ
fis-1633	273	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-1633	273	5	(	(	PUNCT
fis-1633	273	6	)	)	PUNCT
fis-1633	273	7	/alwaysembed	/alwaysembe	VERB
fis-1633	273	8	[	[	PUNCT
fis-1633	273	9	true	true	ADJ
fis-1633	273	10	]	]	PUNCT
fis-1633	273	11	/neverembed	/neverembed	PUNCT
fis-1633	274	1	[	[	PUNCT
fis-1633	274	2	true	true	ADJ
fis-1633	274	3	]	]	PUNCT
fis-1633	274	4	/antialiascolorimages	/antialiascolorimages	X
fis-1633	274	5	false	false	ADJ
fis-1633	274	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-1633	274	7	true	true	ADJ
fis-1633	274	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-1633	274	9	300	300	NUM
fis-1633	274	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-1633	274	11	/ok	/ok	ADJ
fis-1633	275	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-1633	276	1	true	true	ADJ
fis-1633	276	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-1633	276	3	/bicubic	/bicubic	NOUN
fis-1633	276	4	/colorimageresolution	/colorimageresolution	NOUN
fis-1633	277	1	300	300	NUM
fis-1633	277	2	/colorimagedepth	/colorimagedepth	PRON
fis-1633	277	3	-1	-1	INTJ
fis-1633	277	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-1633	277	5	1	1	NUM
fis-1633	277	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-1633	277	7	1.50000	1.50000	NUM
fis-1633	277	8	/encodecolorimages	/encodecolorimage	NOUN
fis-1633	277	9	true	true	ADJ
fis-1633	277	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-1633	277	11	/dctencode	/dctencode	PUNCT
fis-1633	278	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-1633	278	2	true	true	ADJ
fis-1633	278	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-1633	278	4	/jpeg	/jpeg	PUNCT
fis-1633	278	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-1633	279	1	<	<	X
fis-1633	279	2	<	<	X
fis-1633	279	3	/qfactor	/qfactor	NOUN
fis-1633	279	4	0.15	0.15	NUM
fis-1633	279	5	/hsamples	/hsample	NOUN
fis-1633	280	1	[	[	X
fis-1633	280	2	1	1	NUM
fis-1633	280	3	1	1	NUM
fis-1633	280	4	1	1	NUM
fis-1633	280	5	1	1	NUM
fis-1633	280	6	]	]	PUNCT
fis-1633	280	7	/vsamples	/vsample	NOUN
fis-1633	281	1	[	[	X
fis-1633	281	2	1	1	NUM
fis-1633	281	3	1	1	NUM
fis-1633	281	4	1	1	NUM
fis-1633	281	5	1	1	NUM
fis-1633	281	6	]	]	PUNCT
fis-1633	281	7	>	>	PUNCT
fis-1633	281	8	>	>	X
fis-1633	281	9	/colorimagedict	/colorimagedict	PUNCT
fis-1633	282	1	<	<	X
fis-1633	282	2	<	<	X
fis-1633	282	3	/qfactor	/qfactor	NOUN
fis-1633	282	4	0.15	0.15	NUM
fis-1633	282	5	/hsamples	/hsample	NOUN
fis-1633	283	1	[	[	X
fis-1633	283	2	1	1	NUM
fis-1633	283	3	1	1	NUM
fis-1633	283	4	1	1	NUM
fis-1633	283	5	1	1	NUM
fis-1633	283	6	]	]	PUNCT
fis-1633	283	7	/vsamples	/vsample	NOUN
fis-1633	284	1	[	[	X
fis-1633	284	2	1	1	NUM
fis-1633	284	3	1	1	NUM
fis-1633	284	4	1	1	NUM
fis-1633	284	5	1	1	NUM
fis-1633	284	6	]	]	PUNCT
fis-1633	284	7	>	>	PUNCT
fis-1633	284	8	>	>	X
fis-1633	284	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
fis-1633	285	1	<	<	X
fis-1633	285	2	<	<	X
fis-1633	285	3	/tilewidth	/tilewidth	PUNCT
fis-1633	285	4	256	256	NUM
fis-1633	285	5	/tileheight	/tileheight	NUM
fis-1633	285	6	256	256	NUM
fis-1633	285	7	/quality	/quality	NOUN
fis-1633	285	8	30	30	NUM
fis-1633	285	9	>	>	PUNCT
fis-1633	285	10	>	>	X
fis-1633	285	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-1633	285	12	<	<	X
fis-1633	285	13	<	<	X
fis-1633	285	14	/tilewidth	/tilewidth	PUNCT
fis-1633	285	15	256	256	NUM
fis-1633	285	16	/tileheight	/tileheight	NUM
fis-1633	285	17	256	256	NUM
fis-1633	285	18	/quality	/quality	NOUN
fis-1633	285	19	30	30	NUM
fis-1633	285	20	>	>	PUNCT
fis-1633	285	21	>	>	X
fis-1633	285	22	/antialiasgrayimages	/antialiasgrayimages	X
fis-1633	285	23	false	false	ADJ
fis-1633	285	24	/cropgrayimages	/cropgrayimage	NOUN
fis-1633	285	25	true	true	ADJ
fis-1633	285	26	/grayimageminresolution	/grayimageminresolution	ADV
fis-1633	285	27	300	300	NUM
fis-1633	285	28	/grayimageminresolutionpolicy	/grayimageminresolutionpolicy	NOUN
fis-1633	285	29	/ok	/ok	ADJ
fis-1633	285	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
fis-1633	286	1	true	true	ADJ
fis-1633	286	2	/grayimagedownsampletype	/grayimagedownsampletype	INTJ
fis-1633	286	3	/bicubic	/bicubic	NOUN
fis-1633	286	4	/grayimageresolution	/grayimageresolution	NOUN
fis-1633	286	5	300	300	NUM
fis-1633	286	6	/grayimagedepth	/grayimagedepth	PUNCT
fis-1633	286	7	-1	-1	PUNCT
fis-1633	286	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-1633	287	1	2	2	NUM
fis-1633	287	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
fis-1633	287	3	1.50000	1.50000	NUM
fis-1633	287	4	/encodegrayimages	/encodegrayimage	NOUN
fis-1633	287	5	true	true	ADJ
fis-1633	287	6	/grayimagefilter	/grayimagefilter	NOUN
fis-1633	287	7	/dctencode	/dctencode	PUNCT
fis-1633	288	1	/autofiltergrayimages	/autofiltergrayimages	VERB
fis-1633	288	2	true	true	ADJ
fis-1633	288	3	/grayimageautofilterstrategy	/grayimageautofilterstrategy	INTJ
fis-1633	288	4	/jpeg	/jpeg	PUNCT
fis-1633	288	5	/grayacsimagedict	/grayacsimagedict	PUNCT
fis-1633	289	1	<	<	X
fis-1633	289	2	<	<	X
fis-1633	289	3	/qfactor	/qfactor	NOUN
fis-1633	289	4	0.15	0.15	NUM
fis-1633	289	5	/hsamples	/hsample	NOUN
fis-1633	290	1	[	[	X
fis-1633	290	2	1	1	NUM
fis-1633	290	3	1	1	NUM
fis-1633	290	4	1	1	NUM
fis-1633	290	5	1	1	NUM
fis-1633	290	6	]	]	PUNCT
fis-1633	290	7	/vsamples	/vsample	NOUN
fis-1633	291	1	[	[	X
fis-1633	291	2	1	1	NUM
fis-1633	291	3	1	1	NUM
fis-1633	291	4	1	1	NUM
fis-1633	291	5	1	1	NUM
fis-1633	291	6	]	]	PUNCT
fis-1633	291	7	>	>	PUNCT
fis-1633	291	8	>	>	X
fis-1633	291	9	/grayimagedict	/grayimagedict	PUNCT
fis-1633	292	1	<	<	X
fis-1633	292	2	<	<	X
fis-1633	292	3	/qfactor	/qfactor	NOUN
fis-1633	292	4	0.15	0.15	NUM
fis-1633	292	5	/hsamples	/hsample	NOUN
fis-1633	293	1	[	[	X
fis-1633	293	2	1	1	NUM
fis-1633	293	3	1	1	NUM
fis-1633	293	4	1	1	NUM
fis-1633	293	5	1	1	NUM
fis-1633	293	6	]	]	PUNCT
fis-1633	293	7	/vsamples	/vsample	NOUN
fis-1633	294	1	[	[	X
fis-1633	294	2	1	1	NUM
fis-1633	294	3	1	1	NUM
fis-1633	294	4	1	1	NUM
fis-1633	294	5	1	1	NUM
fis-1633	294	6	]	]	PUNCT
fis-1633	294	7	>	>	X
fis-1633	294	8	>	>	X
fis-1633	294	9	/jpeg2000grayacsimagedict	/jpeg2000grayacsimagedict	PUNCT
fis-1633	295	1	<	<	X
fis-1633	295	2	<	<	X
fis-1633	295	3	/tilewidth	/tilewidth	PUNCT
fis-1633	295	4	256	256	NUM
fis-1633	295	5	/tileheight	/tileheight	NUM
fis-1633	295	6	256	256	NUM
fis-1633	295	7	/quality	/quality	NOUN
fis-1633	295	8	30	30	NUM
fis-1633	295	9	>	>	PUNCT
fis-1633	295	10	>	>	X
fis-1633	295	11	/jpeg2000grayimagedict	/jpeg2000grayimagedict	PUNCT
fis-1633	295	12	<	<	X
fis-1633	295	13	<	<	X
fis-1633	295	14	/tilewidth	/tilewidth	PUNCT
fis-1633	295	15	256	256	NUM
fis-1633	295	16	/tileheight	/tileheight	NUM
fis-1633	295	17	256	256	NUM
fis-1633	295	18	/quality	/quality	NOUN
fis-1633	295	19	30	30	NUM
fis-1633	295	20	>	>	PUNCT
fis-1633	295	21	>	>	X
fis-1633	295	22	/antialiasmonoimages	/antialiasmonoimage	NOUN
fis-1633	295	23	false	false	ADJ
fis-1633	295	24	/cropmonoimages	/cropmonoimage	NOUN
fis-1633	295	25	true	true	ADJ
fis-1633	295	26	/monoimageminresolution	/monoimageminresolution	NUM
fis-1633	295	27	1200	1200	NUM
fis-1633	295	28	/monoimageminresolutionpolicy	/monoimageminresolutionpolicy	PUNCT
fis-1633	296	1	/ok	/ok	PROPN
fis-1633	296	2	/downsamplemonoimages	/downsamplemonoimage	VERB
fis-1633	297	1	true	true	ADJ
fis-1633	297	2	/monoimagedownsampletype	/monoimagedownsampletype	PUNCT
fis-1633	297	3	/bicubic	/bicubic	NOUN
fis-1633	297	4	/monoimageresolution	/monoimageresolution	NOUN
fis-1633	297	5	1200	1200	NUM
fis-1633	297	6	/monoimagedepth	/monoimagedepth	PRON
fis-1633	297	7	-1	-1	PUNCT
fis-1633	298	1	/monoimagedownsamplethreshold	/monoimagedownsamplethreshold	PUNCT
fis-1633	298	2	1.50000	1.50000	NUM
fis-1633	298	3	/encodemonoimages	/encodemonoimage	NOUN
fis-1633	298	4	true	true	ADJ
fis-1633	298	5	/monoimagefilter	/monoimagefilter	ADP
fis-1633	298	6	/ccittfaxencode	/ccittfaxencode	INTJ
fis-1633	298	7	/monoimagedict	/monoimagedict	PUNCT
fis-1633	299	1	<	<	X
fis-1633	299	2	<	<	X
fis-1633	299	3	/k	/k	PUNCT
fis-1633	299	4	-1	-1	INTJ
fis-1633	299	5	>	>	PUNCT
fis-1633	299	6	>	>	X
fis-1633	299	7	/allowpsxobjects	/allowpsxobjects	PROPN
fis-1633	299	8	false	false	ADJ
fis-1633	299	9	/checkcompliance	/checkcompliance	NOUN
fis-1633	299	10	[	[	PUNCT
fis-1633	299	11	/none	/none	X
fis-1633	299	12	]	]	PUNCT
fis-1633	299	13	/pdfx1acheck	/pdfx1acheck	PUNCT
fis-1633	299	14	false	false	ADJ
fis-1633	299	15	/pdfx3check	/pdfx3check	PUNCT
fis-1633	299	16	false	false	ADJ
fis-1633	299	17	/pdfxcompliantpdfonly	/pdfxcompliantpdfonly	ADV
fis-1633	299	18	false	false	ADJ
fis-1633	299	19	/pdfxnotrimboxerror	/pdfxnotrimboxerror	NOUN
fis-1633	299	20	true	true	ADJ
fis-1633	299	21	/pdfxtrimboxtomediaboxoffset	/pdfxtrimboxtomediaboxoffset	NOUN
fis-1633	299	22	[	[	PUNCT
fis-1633	299	23	0.00000	0.00000	NUM
fis-1633	299	24	0.00000	0.00000	NUM
fis-1633	299	25	0.00000	0.00000	NUM
fis-1633	299	26	0.00000	0.00000	NUM
fis-1633	299	27	]	]	PUNCT
fis-1633	299	28	/pdfxsetbleedboxtomediabox	/pdfxsetbleedboxtomediabox	PUNCT
fis-1633	300	1	true	true	ADJ
fis-1633	300	2	/pdfxbleedboxtotrimboxoffset	/pdfxbleedboxtotrimboxoffset	PUNCT
fis-1633	300	3	[	[	PUNCT
fis-1633	300	4	0.00000	0.00000	NUM
fis-1633	300	5	0.00000	0.00000	NUM
fis-1633	300	6	0.00000	0.00000	NUM
fis-1633	300	7	0.00000	0.00000	NUM
fis-1633	300	8	]	]	PUNCT
fis-1633	300	9	/pdfxoutputintentprofile	/pdfxoutputintentprofile	PUNCT
fis-1633	301	1	(	(	PUNCT
fis-1633	301	2	)	)	PUNCT
fis-1633	301	3	/pdfxoutputconditionidentifier	/pdfxoutputconditionidentifi	ADJ
fis-1633	301	4	(	(	PUNCT
fis-1633	301	5	)	)	PUNCT
fis-1633	301	6	/pdfxoutputcondition	/pdfxoutputcondition	PRON
fis-1633	301	7	(	(	PUNCT
fis-1633	301	8	)	)	PUNCT
fis-1633	301	9	/pdfxregistryname	/pdfxregistryname	PUNCT
fis-1633	301	10	(	(	PUNCT
fis-1633	301	11	)	)	PUNCT
fis-1633	301	12	/pdfxtrapped	/pdfxtrapped	PUNCT
fis-1633	301	13	/false	/false	INTJ
fis-1633	302	1	/createjdffile	/createjdffile	INTJ
fis-1633	302	2	false	false	ADJ
fis-1633	302	3	/description	/description	NOUN
fis-1633	303	1	<	<	X
fis-1633	303	2	<	<	X
fis-1633	303	3	/ara	/ara	PUNCT
fis-1633	303	4	<	<	X
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fis-1633	311	11	>	>	X
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fis-1633	321	3	>	>	X
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fis-1633	322	2	gebruik	gebruik	NOUN
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fis-1633	325	3	>	>	X
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fis-1633	328	4	/sve	/sve	PROPN
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fis-1633	328	15	>	>	X
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fis-1633	328	23	adobe	adobe	PROPN
fis-1633	328	24	pdf	pdf	PROPN
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fis-1633	328	26	best	well	ADV
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fis-1633	328	32	prepress	prepress	NOUN
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fis-1633	329	4	can	can	AUX
fis-1633	329	5	be	be	AUX
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fis-1633	329	8	acrobat	acrobat	PROPN
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fis-1633	329	10	adobe	adobe	PROPN
fis-1633	329	11	reader	reader	PROPN
fis-1633	329	12	5.0	5.0	NUM
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fis-1633	329	14	later	later	ADV
fis-1633	329	15	.	.	PUNCT
fis-1633	329	16	)	)	PUNCT
fis-1633	330	1	>	>	PUNCT
fis-1633	330	2	>	>	X
fis-1633	330	3	/namespace	/namespace	PUNCT
fis-1633	331	1	[	[	PUNCT
fis-1633	331	2	(	(	PUNCT
fis-1633	331	3	adobe	adobe	PROPN
fis-1633	331	4	)	)	PUNCT
fis-1633	331	5	(	(	PUNCT
fis-1633	331	6	common	common	ADJ
fis-1633	331	7	)	)	PUNCT
fis-1633	331	8	(	(	PUNCT
fis-1633	331	9	1.0	1.0	NUM
fis-1633	331	10	)	)	PUNCT
fis-1633	331	11	]	]	PUNCT
fis-1633	332	1	/othernamespaces	/othernamespace	VERB
fis-1633	332	2	[	[	PUNCT
fis-1633	332	3	<	<	X
fis-1633	332	4	<	<	X
fis-1633	332	5	/asreaderspreads	/asreaderspreads	X
fis-1633	332	6	false	false	ADJ
fis-1633	332	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-1633	332	8	true	true	ADJ
fis-1633	332	9	/errorcontrol	/errorcontrol	NOUN
fis-1633	333	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-1633	333	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-1633	333	3	false	false	ADJ
fis-1633	333	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-1633	333	5	false	false	ADJ
fis-1633	333	6	/includenonprinting	/includenonprinting	NOUN
fis-1633	333	7	false	false	ADJ
fis-1633	333	8	/includeslug	/includeslug	INTJ
fis-1633	333	9	false	false	ADJ
fis-1633	333	10	/namespace	/namespace	NOUN
fis-1633	334	1	[	[	PUNCT
fis-1633	334	2	(	(	PUNCT
fis-1633	334	3	adobe	adobe	PROPN
fis-1633	334	4	)	)	PUNCT
fis-1633	334	5	(	(	PUNCT
fis-1633	334	6	indesign	indesign	NOUN
fis-1633	334	7	)	)	PUNCT
fis-1633	334	8	(	(	PUNCT
fis-1633	334	9	4.0	4.0	NUM
fis-1633	334	10	)	)	PUNCT
fis-1633	334	11	]	]	PUNCT
fis-1633	334	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-1633	335	1	false	false	ADJ
fis-1633	335	2	/omitplacedeps	/omitplacedeps	INTJ
fis-1633	335	3	false	false	ADJ
fis-1633	335	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-1633	335	5	false	false	ADJ
fis-1633	335	6	/simulateoverprint	/simulateoverprint	NOUN
fis-1633	335	7	/legacy	/legacy	PUNCT
fis-1633	336	1	>	>	PUNCT
fis-1633	336	2	>	>	X
fis-1633	337	1	<	<	X
fis-1633	337	2	<	<	X
fis-1633	337	3	/addbleedmarks	/addbleedmarks	X
fis-1633	337	4	false	false	ADJ
fis-1633	337	5	/addcolorbars	/addcolorbars	INTJ
fis-1633	337	6	false	false	ADJ
fis-1633	337	7	/addcropmarks	/addcropmarks	PUNCT
fis-1633	337	8	false	false	ADJ
fis-1633	337	9	/addpageinfo	/addpageinfo	INTJ
fis-1633	337	10	false	false	ADJ
fis-1633	337	11	/addregmarks	/addregmark	NOUN
fis-1633	337	12	false	false	ADJ
fis-1633	337	13	/convertcolors	/convertcolor	NOUN
fis-1633	337	14	/converttocmyk	/converttocmyk	INTJ
fis-1633	337	15	/destinationprofilename	/destinationprofilename	PUNCT
fis-1633	337	16	(	(	PUNCT
fis-1633	337	17	)	)	PUNCT
fis-1633	337	18	/destinationprofileselector	/destinationprofileselector	NOUN
fis-1633	337	19	/documentcmyk	/documentcmyk	PUNCT
fis-1633	337	20	/downsample16bitimages	/downsample16bitimage	NOUN
fis-1633	337	21	true	true	ADJ
fis-1633	337	22	/flattenerpreset	/flattenerpreset	PUNCT
fis-1633	338	1	<	<	X
fis-1633	338	2	<	<	X
fis-1633	338	3	/presetselector	/presetselector	X
fis-1633	338	4	/mediumresolution	/mediumresolution	NOUN
fis-1633	338	5	>	>	PUNCT
fis-1633	338	6	>	>	X
fis-1633	338	7	/formelements	/formelement	NOUN
fis-1633	339	1	false	false	ADJ
fis-1633	339	2	/generatestructure	/generatestructure	PUNCT
fis-1633	339	3	false	false	ADJ
fis-1633	339	4	/includebookmarks	/includebookmark	NOUN
fis-1633	339	5	false	false	ADJ
fis-1633	339	6	/includehyperlinks	/includehyperlinks	INTJ
fis-1633	339	7	false	false	ADJ
fis-1633	339	8	/includeinteractive	/includeinteractive	ADJ
fis-1633	339	9	false	false	ADJ
fis-1633	339	10	/includelayers	/includelayer	NOUN
fis-1633	339	11	false	false	ADJ
fis-1633	339	12	/includeprofiles	/includeprofiles	INTJ
fis-1633	339	13	false	false	ADJ
fis-1633	339	14	/multimediahandling	/multimediahandling	NOUN
fis-1633	340	1	/useobjectsettings	/useobjectsettings	PRON
fis-1633	341	1	/namespace	/namespace	PUNCT
fis-1633	342	1	[	[	PUNCT
fis-1633	342	2	(	(	PUNCT
fis-1633	342	3	adobe	adobe	PROPN
fis-1633	342	4	)	)	PUNCT
fis-1633	342	5	(	(	PUNCT
fis-1633	342	6	creativesuite	creativesuite	NOUN
fis-1633	342	7	)	)	PUNCT
fis-1633	342	8	(	(	PUNCT
fis-1633	342	9	2.0	2.0	NUM
fis-1633	342	10	)	)	PUNCT
fis-1633	342	11	]	]	PUNCT
fis-1633	343	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-1633	343	2	/documentcmyk	/documentcmyk	PUNCT
fis-1633	344	1	/preserveediting	/preserveedite	VERB
fis-1633	344	2	true	true	ADJ
fis-1633	344	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-1633	344	4	/leaveuntagged	/leaveuntagge	VERB
fis-1633	344	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-1633	344	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-1633	344	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-1633	345	1	false	false	ADJ
fis-1633	345	2	>	>	PUNCT
fis-1633	345	3	>	>	X
fis-1633	345	4	]	]	PUNCT
fis-1633	345	5	>	>	PUNCT
fis-1633	345	6	>	>	X
fis-1633	345	7	setdistillerparams	setdistillerparam	NOUN
fis-1633	346	1	<	<	X
fis-1633	346	2	<	<	X
fis-1633	346	3	/hwresolution	/hwresolution	NOUN
fis-1633	347	1	[	[	X
fis-1633	347	2	2400	2400	NUM
fis-1633	347	3	2400	2400	NUM
fis-1633	347	4	]	]	PUNCT
fis-1633	347	5	/pagesize	/pagesize	X
fis-1633	348	1	[	[	X
fis-1633	348	2	612.000	612.000	NUM
fis-1633	348	3	792.000	792.000	NUM
fis-1633	348	4	]	]	PUNCT
fis-1633	348	5	>	>	PUNCT
fis-1633	348	6	>	>	X
fis-1633	348	7	setpagedevice	setpagedevice	PROPN