id	sid	tid	token	lemma	pos
fis-1713	1	1	microsoft	microsoft	PROPN
fis-1713	1	2	word	word	NOUN
fis-1713	1	3	numero_37_art_3	numero_37_art_3	X
fis-1713	1	4	p.	p.	PROPN
fis-1713	1	5	bernardi	bernardi	PROPN
fis-1713	1	6	et	et	PROPN
fis-1713	1	7	alii	alii	PROPN
fis-1713	1	8	,	,	PUNCT
fis-1713	1	9	frattura	frattura	PROPN
fis-1713	1	10	ed	ed	PROPN
fis-1713	1	11	integrità	integrità	PROPN
fis-1713	1	12	strutturale	strutturale	PROPN
fis-1713	1	13	,	,	PUNCT
fis-1713	1	14	37	37	NUM
fis-1713	1	15	(	(	PUNCT
fis-1713	1	16	2016	2016	NUM
fis-1713	1	17	)	)	PUNCT
fis-1713	1	18	15	15	NUM
fis-1713	1	19	-	-	SYM
fis-1713	1	20	21	21	NUM
fis-1713	1	21	;	;	PUNCT
fis-1713	1	22	doi	doi	NOUN
fis-1713	1	23	:	:	PUNCT
fis-1713	1	24	10.3221	10.3221	NUM
fis-1713	1	25	/	/	SYM
fis-1713	1	26	igf	igf	PROPN
fis-1713	1	27	-	-	PROPN
fis-1713	1	28	esis.37.03	esis.37.03	PROPN
fis-1713	1	29	15	15	NUM
fis-1713	1	30	focussed	focusse	VERB
fis-1713	1	31	on	on	ADP
fis-1713	1	32	multiaxial	multiaxial	ADJ
fis-1713	1	33	fatigue	fatigue	NOUN
fis-1713	1	34	and	and	CCONJ
fis-1713	1	35	fracture	fracture	PROPN
fis-1713	1	36	numerical	numerical	PROPN
fis-1713	1	37	simulation	simulation	NOUN
fis-1713	1	38	of	of	ADP
fis-1713	1	39	early	early	ADJ
fis-1713	1	40	-	-	PUNCT
fis-1713	1	41	age	age	NOUN
fis-1713	1	42	shrinkage	shrinkage	NOUN
fis-1713	1	43	effects	effect	NOUN
fis-1713	1	44	on	on	ADP
fis-1713	1	45	rc	rc	PROPN
fis-1713	1	46	member	member	NOUN
fis-1713	1	47	deflections	deflection	NOUN
fis-1713	1	48	and	and	CCONJ
fis-1713	1	49	cracking	crack	VERB
fis-1713	1	50	development	development	NOUN
fis-1713	1	51	p.	p.	PROPN
fis-1713	1	52	bernardi	bernardi	PROPN
fis-1713	1	53	,	,	PUNCT
fis-1713	1	54	r.	r.	PROPN
fis-1713	1	55	cerioni	cerioni	PROPN
fis-1713	1	56	,	,	PUNCT
fis-1713	1	57	e.	e.	PROPN
fis-1713	1	58	michelini	michelini	PROPN
fis-1713	1	59	,	,	PUNCT
fis-1713	1	60	a.	a.	NOUN
fis-1713	1	61	sirico	sirico	NOUN
fis-1713	1	62	dept	dept	PROPN
fis-1713	1	63	.	.	PROPN
fis-1713	2	1	of	of	ADP
fis-1713	2	2	civil	civil	ADJ
fis-1713	2	3	,	,	PUNCT
fis-1713	2	4	environmental	environmental	ADJ
fis-1713	2	5	,	,	PUNCT
fis-1713	2	6	land	land	NOUN
fis-1713	2	7	management	management	NOUN
fis-1713	2	8	engineering	engineering	NOUN
fis-1713	2	9	and	and	CCONJ
fis-1713	2	10	architecture	architecture	NOUN
fis-1713	2	11	,	,	PUNCT
fis-1713	2	12	university	university	NOUN
fis-1713	2	13	of	of	ADP
fis-1713	2	14	parma	parma	PROPN
fis-1713	2	15	(	(	PUNCT
fis-1713	2	16	italy	italy	PROPN
fis-1713	2	17	)	)	PUNCT
fis-1713	2	18	patrizia.bernardi@unipr.it	patrizia.bernardi@unipr.it	PROPN
fis-1713	2	19	,	,	PUNCT
fis-1713	2	20	roberto.cerioni@unipr.it	roberto.cerioni@unipr.it	NOUN
fis-1713	2	21	,	,	PUNCT
fis-1713	2	22	elena.michelini@unipr.it	elena.michelini@unipr.it	NOUN
fis-1713	2	23	,	,	PUNCT
fis-1713	2	24	alice.sirico@studenti.unipr.it	alice.sirico@studenti.unipr.it	PRON
fis-1713	2	25	abstract	abstract	NOUN
fis-1713	2	26	.	.	PUNCT
fis-1713	3	1	shrinkage	shrinkage	NOUN
fis-1713	3	2	effects	effect	NOUN
fis-1713	3	3	on	on	ADP
fis-1713	3	4	short	short	ADJ
fis-1713	3	5	-	-	PUNCT
fis-1713	3	6	term	term	NOUN
fis-1713	3	7	behavior	behavior	NOUN
fis-1713	3	8	of	of	ADP
fis-1713	3	9	reinforced	reinforce	VERB
fis-1713	3	10	concrete	concrete	ADJ
fis-1713	3	11	elements	element	NOUN
fis-1713	3	12	are	be	AUX
fis-1713	3	13	often	often	ADV
fis-1713	3	14	neglected	neglect	VERB
fis-1713	3	15	both	both	PRON
fis-1713	3	16	in	in	ADP
fis-1713	3	17	design	design	NOUN
fis-1713	3	18	code	code	NOUN
fis-1713	3	19	provisions	provision	NOUN
fis-1713	3	20	and	and	CCONJ
fis-1713	3	21	in	in	ADP
fis-1713	3	22	numerical	numerical	ADJ
fis-1713	3	23	simulations	simulation	NOUN
fis-1713	3	24	.	.	PUNCT
fis-1713	4	1	however	however	ADV
fis-1713	4	2	,	,	PUNCT
fis-1713	4	3	it	it	PRON
fis-1713	4	4	is	be	AUX
fis-1713	4	5	known	know	VERB
fis-1713	4	6	that	that	SCONJ
fis-1713	4	7	their	their	PRON
fis-1713	4	8	influence	influence	NOUN
fis-1713	4	9	on	on	ADP
fis-1713	4	10	serviceability	serviceability	NOUN
fis-1713	4	11	performance	performance	NOUN
fis-1713	4	12	can	can	AUX
fis-1713	4	13	be	be	AUX
fis-1713	4	14	significant	significant	ADJ
fis-1713	4	15	,	,	PUNCT
fis-1713	4	16	especially	especially	ADV
fis-1713	4	17	in	in	ADP
fis-1713	4	18	case	case	NOUN
fis-1713	4	19	of	of	ADP
fis-1713	4	20	lightly	lightly	ADV
fis-1713	4	21	-	-	PUNCT
fis-1713	4	22	reinforced	reinforce	VERB
fis-1713	4	23	beams	beam	NOUN
fis-1713	4	24	.	.	PUNCT
fis-1713	5	1	as	as	ADP
fis-1713	5	2	a	a	DET
fis-1713	5	3	matter	matter	NOUN
fis-1713	5	4	of	of	ADP
fis-1713	5	5	fact	fact	NOUN
fis-1713	5	6	,	,	PUNCT
fis-1713	5	7	the	the	DET
fis-1713	5	8	restraint	restraint	NOUN
fis-1713	5	9	provided	provide	VERB
fis-1713	5	10	by	by	ADP
fis-1713	5	11	the	the	DET
fis-1713	5	12	reinforcement	reinforcement	NOUN
fis-1713	5	13	on	on	ADP
fis-1713	5	14	concrete	concrete	ADJ
fis-1713	5	15	determines	determine	VERB
fis-1713	5	16	a	a	DET
fis-1713	5	17	reduction	reduction	NOUN
fis-1713	5	18	of	of	ADP
fis-1713	5	19	the	the	DET
fis-1713	5	20	cracking	cracking	NOUN
fis-1713	5	21	load	load	NOUN
fis-1713	5	22	of	of	ADP
fis-1713	5	23	the	the	DET
fis-1713	5	24	structural	structural	ADJ
fis-1713	5	25	element	element	NOUN
fis-1713	5	26	,	,	PUNCT
fis-1713	5	27	as	as	ADV
fis-1713	5	28	well	well	ADV
fis-1713	5	29	as	as	ADP
fis-1713	5	30	an	an	DET
fis-1713	5	31	increase	increase	NOUN
fis-1713	5	32	of	of	ADP
fis-1713	5	33	its	its	PRON
fis-1713	5	34	deflection	deflection	NOUN
fis-1713	5	35	.	.	PUNCT
fis-1713	6	1	this	this	DET
fis-1713	6	2	paper	paper	NOUN
fis-1713	6	3	deals	deal	NOUN
fis-1713	6	4	with	with	ADP
fis-1713	6	5	the	the	DET
fis-1713	6	6	modeling	modeling	NOUN
fis-1713	6	7	of	of	ADP
fis-1713	6	8	early	early	ADJ
fis-1713	6	9	-	-	PUNCT
fis-1713	6	10	age	age	NOUN
fis-1713	6	11	shrinkage	shrinkage	NOUN
fis-1713	6	12	effects	effect	NOUN
fis-1713	6	13	in	in	ADP
fis-1713	6	14	the	the	DET
fis-1713	6	15	field	field	NOUN
fis-1713	6	16	of	of	ADP
fis-1713	6	17	smeared	smear	VERB
fis-1713	6	18	crack	crack	NOUN
fis-1713	6	19	approaches	approach	NOUN
fis-1713	6	20	.	.	PUNCT
fis-1713	7	1	to	to	ADP
fis-1713	7	2	this	this	DET
fis-1713	7	3	aim	aim	NOUN
fis-1713	7	4	,	,	PUNCT
fis-1713	7	5	an	an	DET
fis-1713	7	6	existing	exist	VERB
fis-1713	7	7	non	non	ADJ
fis-1713	7	8	-	-	ADJ
fis-1713	7	9	linear	linear	ADJ
fis-1713	7	10	constitutive	constitutive	ADJ
fis-1713	7	11	relation	relation	NOUN
fis-1713	7	12	for	for	ADP
fis-1713	7	13	cracked	crack	VERB
fis-1713	7	14	reinforced	reinforce	VERB
fis-1713	7	15	concrete	concrete	ADJ
fis-1713	7	16	elements	element	NOUN
fis-1713	7	17	is	be	AUX
fis-1713	7	18	extended	extend	VERB
fis-1713	7	19	herein	herein	NOUN
fis-1713	7	20	to	to	PART
fis-1713	7	21	include	include	VERB
fis-1713	7	22	early	early	ADJ
fis-1713	7	23	-	-	PUNCT
fis-1713	7	24	age	age	NOUN
fis-1713	7	25	concrete	concrete	ADJ
fis-1713	7	26	shrinkage	shrinkage	NOUN
fis-1713	7	27	.	.	PUNCT
fis-1713	8	1	careful	careful	ADJ
fis-1713	8	2	verifications	verification	NOUN
fis-1713	8	3	of	of	ADP
fis-1713	8	4	the	the	DET
fis-1713	8	5	model	model	NOUN
fis-1713	8	6	are	be	AUX
fis-1713	8	7	carried	carry	VERB
fis-1713	8	8	out	out	ADP
fis-1713	8	9	by	by	ADP
fis-1713	8	10	comparing	compare	VERB
fis-1713	8	11	numerical	numerical	ADJ
fis-1713	8	12	results	result	NOUN
fis-1713	8	13	with	with	ADP
fis-1713	8	14	significant	significant	ADJ
fis-1713	8	15	experimental	experimental	ADJ
fis-1713	8	16	data	datum	NOUN
fis-1713	8	17	reported	report	VERB
fis-1713	8	18	in	in	ADP
fis-1713	8	19	technical	technical	ADJ
fis-1713	8	20	literature	literature	NOUN
fis-1713	8	21	,	,	PUNCT
fis-1713	8	22	providing	provide	VERB
fis-1713	8	23	a	a	DET
fis-1713	8	24	good	good	ADJ
fis-1713	8	25	agreement	agreement	NOUN
fis-1713	8	26	both	both	CCONJ
fis-1713	8	27	in	in	ADP
fis-1713	8	28	terms	term	NOUN
fis-1713	8	29	of	of	ADP
fis-1713	8	30	global	global	ADJ
fis-1713	8	31	and	and	CCONJ
fis-1713	8	32	local	local	ADJ
fis-1713	8	33	behavior	behavior	NOUN
fis-1713	8	34	.	.	PUNCT
fis-1713	9	1	keywords	keyword	NOUN
fis-1713	9	2	.	.	PUNCT
fis-1713	10	1	reinforced	reinforce	VERB
fis-1713	10	2	concrete	concrete	NOUN
fis-1713	10	3	;	;	PUNCT
fis-1713	10	4	shrinkage	shrinkage	NOUN
fis-1713	10	5	;	;	PUNCT
fis-1713	10	6	cracking	cracking	NOUN
fis-1713	10	7	;	;	PUNCT
fis-1713	10	8	short	short	ADJ
fis-1713	10	9	-	-	PUNCT
fis-1713	10	10	term	term	NOUN
fis-1713	10	11	loading	loading	NOUN
fis-1713	10	12	;	;	PUNCT
fis-1713	10	13	non	non	ADJ
fis-1713	10	14	-	-	ADJ
fis-1713	10	15	linear	linear	ADJ
fis-1713	10	16	analysis	analysis	NOUN
fis-1713	10	17	;	;	PUNCT
fis-1713	10	18	fem	fem	PROPN
fis-1713	10	19	.	.	PROPN
fis-1713	10	20	introduction	introduction	NOUN
fis-1713	10	21	n	n	ADP
fis-1713	10	22	the	the	DET
fis-1713	10	23	design	design	NOUN
fis-1713	10	24	of	of	ADP
fis-1713	10	25	reinforced	reinforce	VERB
fis-1713	10	26	concrete	concrete	NOUN
fis-1713	10	27	(	(	PUNCT
fis-1713	10	28	rc	rc	NOUN
fis-1713	10	29	)	)	PUNCT
fis-1713	10	30	members	member	NOUN
fis-1713	10	31	,	,	PUNCT
fis-1713	10	32	creep	creep	NOUN
fis-1713	10	33	and	and	CCONJ
fis-1713	10	34	shrinkage	shrinkage	NOUN
fis-1713	10	35	effects	effect	NOUN
fis-1713	10	36	are	be	AUX
fis-1713	10	37	usually	usually	ADV
fis-1713	10	38	taken	take	VERB
fis-1713	10	39	into	into	ADP
fis-1713	10	40	account	account	NOUN
fis-1713	10	41	for	for	ADP
fis-1713	10	42	the	the	DET
fis-1713	10	43	evaluation	evaluation	NOUN
fis-1713	10	44	of	of	ADP
fis-1713	10	45	long	long	ADJ
fis-1713	10	46	-	-	PUNCT
fis-1713	10	47	term	term	NOUN
fis-1713	10	48	deflections	deflection	NOUN
fis-1713	10	49	and	and	CCONJ
fis-1713	10	50	pre	pre	ADJ
fis-1713	10	51	-	-	ADJ
fis-1713	10	52	stress	stress	ADJ
fis-1713	10	53	losses	loss	NOUN
fis-1713	10	54	.	.	PUNCT
fis-1713	11	1	it	it	PRON
fis-1713	11	2	is	be	AUX
fis-1713	11	3	indeed	indeed	ADV
fis-1713	11	4	well	well	ADV
fis-1713	11	5	known	know	VERB
fis-1713	11	6	that	that	SCONJ
fis-1713	11	7	these	these	DET
fis-1713	11	8	phenomena	phenomenon	NOUN
fis-1713	11	9	have	have	VERB
fis-1713	11	10	a	a	DET
fis-1713	11	11	significant	significant	ADJ
fis-1713	11	12	influence	influence	NOUN
fis-1713	11	13	on	on	ADP
fis-1713	11	14	the	the	DET
fis-1713	11	15	behavior	behavior	NOUN
fis-1713	11	16	of	of	ADP
fis-1713	11	17	rc	rc	PROPN
fis-1713	11	18	elements	element	NOUN
fis-1713	11	19	under	under	ADP
fis-1713	11	20	sustained	sustained	ADJ
fis-1713	11	21	loads	load	NOUN
fis-1713	11	22	,	,	PUNCT
fis-1713	11	23	by	by	ADP
fis-1713	11	24	increasing	increase	VERB
fis-1713	11	25	their	their	PRON
fis-1713	11	26	deformations	deformation	NOUN
fis-1713	11	27	and	and	CCONJ
fis-1713	11	28	crack	crack	VERB
fis-1713	11	29	width	width	NOUN
fis-1713	11	30	over	over	ADP
fis-1713	11	31	time	time	NOUN
fis-1713	11	32	.	.	PUNCT
fis-1713	12	1	on	on	ADP
fis-1713	12	2	the	the	DET
fis-1713	12	3	contrary	contrary	NOUN
fis-1713	12	4	,	,	PUNCT
fis-1713	12	5	their	their	PRON
fis-1713	12	6	effects	effect	NOUN
fis-1713	12	7	on	on	ADP
fis-1713	12	8	short	short	ADJ
fis-1713	12	9	-	-	PUNCT
fis-1713	12	10	term	term	NOUN
fis-1713	12	11	response	response	NOUN
fis-1713	12	12	are	be	AUX
fis-1713	12	13	often	often	ADV
fis-1713	12	14	disregarded	disregard	VERB
fis-1713	12	15	[	[	X
fis-1713	12	16	1	1	NUM
fis-1713	12	17	,	,	PUNCT
fis-1713	12	18	2	2	NUM
fis-1713	12	19	]	]	PUNCT
fis-1713	12	20	.	.	PUNCT
fis-1713	13	1	several	several	ADJ
fis-1713	13	2	theoretical	theoretical	ADJ
fis-1713	13	3	and	and	CCONJ
fis-1713	13	4	experimental	experimental	ADJ
fis-1713	13	5	works	work	NOUN
fis-1713	13	6	(	(	PUNCT
fis-1713	13	7	among	among	ADP
fis-1713	13	8	others	other	NOUN
fis-1713	13	9	,	,	PUNCT
fis-1713	13	10	e.g.	e.g.	ADV
fis-1713	13	11	[	[	X
fis-1713	13	12	3	3	NUM
fis-1713	13	13	,	,	PUNCT
fis-1713	13	14	4	4	NUM
fis-1713	13	15	]	]	PUNCT
fis-1713	13	16	)	)	PUNCT
fis-1713	13	17	have	have	AUX
fis-1713	13	18	however	however	ADV
fis-1713	13	19	pointed	point	VERB
fis-1713	13	20	out	out	ADP
fis-1713	13	21	that	that	SCONJ
fis-1713	13	22	the	the	DET
fis-1713	13	23	restraining	restraining	NOUN
fis-1713	13	24	of	of	ADP
fis-1713	13	25	concrete	concrete	ADJ
fis-1713	13	26	shrinkage	shrinkage	NOUN
fis-1713	13	27	(	(	PUNCT
fis-1713	13	28	usually	usually	ADV
fis-1713	13	29	due	due	ADP
fis-1713	13	30	to	to	ADP
fis-1713	13	31	the	the	DET
fis-1713	13	32	presence	presence	NOUN
fis-1713	13	33	of	of	ADP
fis-1713	13	34	embedded	embed	VERB
fis-1713	13	35	reinforcement	reinforcement	NOUN
fis-1713	13	36	)	)	PUNCT
fis-1713	13	37	significantly	significantly	ADV
fis-1713	13	38	affects	affect	VERB
fis-1713	13	39	the	the	DET
fis-1713	13	40	cracking	crack	VERB
fis-1713	13	41	resistance	resistance	NOUN
fis-1713	13	42	of	of	ADP
fis-1713	13	43	structural	structural	ADJ
fis-1713	13	44	elements	element	NOUN
fis-1713	13	45	,	,	PUNCT
fis-1713	13	46	as	as	ADV
fis-1713	13	47	well	well	ADV
fis-1713	13	48	as	as	ADP
fis-1713	13	49	their	their	PRON
fis-1713	13	50	deformations	deformation	NOUN
fis-1713	13	51	even	even	ADV
fis-1713	13	52	under	under	ADP
fis-1713	13	53	short	short	ADJ
fis-1713	13	54	-	-	PUNCT
fis-1713	13	55	term	term	NOUN
fis-1713	13	56	loading	loading	NOUN
fis-1713	13	57	.	.	PUNCT
fis-1713	14	1	as	as	ADP
fis-1713	14	2	a	a	DET
fis-1713	14	3	consequence	consequence	NOUN
fis-1713	14	4	,	,	PUNCT
fis-1713	14	5	a	a	DET
fis-1713	14	6	proper	proper	ADJ
fis-1713	14	7	numerical	numerical	ADJ
fis-1713	14	8	modelling	modelling	NOUN
fis-1713	14	9	should	should	AUX
fis-1713	14	10	consider	consider	VERB
fis-1713	14	11	this	this	DET
fis-1713	14	12	effect	effect	NOUN
fis-1713	14	13	,	,	PUNCT
fis-1713	14	14	so	so	SCONJ
fis-1713	14	15	as	as	SCONJ
fis-1713	14	16	to	to	PART
fis-1713	14	17	avoid	avoid	VERB
fis-1713	14	18	inaccurate	inaccurate	ADJ
fis-1713	14	19	predictions	prediction	NOUN
fis-1713	14	20	of	of	ADP
fis-1713	14	21	structural	structural	ADJ
fis-1713	14	22	performances	performance	NOUN
fis-1713	14	23	at	at	ADP
fis-1713	14	24	serviceability	serviceability	NOUN
fis-1713	14	25	conditions	condition	NOUN
fis-1713	14	26	.	.	PUNCT
fis-1713	15	1	to	to	ADP
fis-1713	15	2	this	this	DET
fis-1713	15	3	aim	aim	NOUN
fis-1713	15	4	,	,	PUNCT
fis-1713	15	5	concrete	concrete	ADJ
fis-1713	15	6	shrinkage	shrinkage	NOUN
fis-1713	15	7	can	can	AUX
fis-1713	15	8	be	be	AUX
fis-1713	15	9	explicitly	explicitly	ADV
fis-1713	15	10	considered	consider	VERB
fis-1713	15	11	by	by	ADP
fis-1713	15	12	treating	treat	VERB
fis-1713	15	13	it	it	PRON
fis-1713	15	14	as	as	ADP
fis-1713	15	15	a	a	DET
fis-1713	15	16	prescribed	prescribed	ADJ
fis-1713	15	17	deformation	deformation	NOUN
fis-1713	15	18	or	or	CCONJ
fis-1713	15	19	as	as	ADP
fis-1713	15	20	a	a	DET
fis-1713	15	21	fictitious	fictitious	ADJ
fis-1713	15	22	force	force	NOUN
fis-1713	15	23	in	in	ADP
fis-1713	15	24	the	the	DET
fis-1713	15	25	analyses	analysis	NOUN
fis-1713	16	1	[	[	X
fis-1713	16	2	5	5	NUM
fis-1713	16	3	-	-	SYM
fis-1713	16	4	9	9	NUM
fis-1713	16	5	]	]	PUNCT
fis-1713	16	6	.	.	PUNCT
fis-1713	17	1	in	in	ADP
fis-1713	17	2	this	this	DET
fis-1713	17	3	work	work	NOUN
fis-1713	17	4	,	,	PUNCT
fis-1713	17	5	an	an	DET
fis-1713	17	6	existing	exist	VERB
fis-1713	17	7	smeared	smear	VERB
fis-1713	17	8	-	-	PUNCT
fis-1713	17	9	crack	crack	NOUN
fis-1713	17	10	model	model	NOUN
fis-1713	17	11	for	for	ADP
fis-1713	17	12	rc	rc	PROPN
fis-1713	17	13	elements	element	NOUN
fis-1713	17	14	subjected	subject	VERB
fis-1713	17	15	to	to	ADP
fis-1713	17	16	in	in	ADP
fis-1713	17	17	-	-	PUNCT
fis-1713	17	18	plane	plane	NOUN
fis-1713	17	19	stresses	stress	NOUN
fis-1713	17	20	,	,	PUNCT
fis-1713	17	21	named	name	VERB
fis-1713	17	22	2d	2d	NOUN
fis-1713	17	23	-	-	PUNCT
fis-1713	17	24	parc	parc	NOUN
fis-1713	17	25	[	[	X
fis-1713	17	26	10	10	NUM
fis-1713	17	27	-	-	SYM
fis-1713	17	28	12	12	NUM
fis-1713	17	29	]	]	PUNCT
fis-1713	17	30	,	,	PUNCT
fis-1713	17	31	is	be	AUX
fis-1713	17	32	extended	extend	VERB
fis-1713	17	33	so	so	SCONJ
fis-1713	17	34	as	as	SCONJ
fis-1713	17	35	to	to	PART
fis-1713	17	36	correctly	correctly	ADV
fis-1713	17	37	take	take	VERB
fis-1713	17	38	into	into	ADP
fis-1713	17	39	account	account	NOUN
fis-1713	17	40	early	early	ADJ
fis-1713	17	41	-	-	PUNCT
fis-1713	17	42	age	age	NOUN
fis-1713	17	43	shrinkage	shrinkage	NOUN
fis-1713	17	44	effects	effect	NOUN
fis-1713	17	45	.	.	PUNCT
fis-1713	18	1	in	in	ADP
fis-1713	18	2	more	more	ADJ
fis-1713	18	3	detail	detail	NOUN
fis-1713	18	4	,	,	PUNCT
fis-1713	18	5	concrete	concrete	ADJ
fis-1713	18	6	shrinkage	shrinkage	NOUN
fis-1713	18	7	is	be	AUX
fis-1713	18	8	rigorously	rigorously	ADV
fis-1713	18	9	modelled	model	VERB
fis-1713	18	10	by	by	ADP
fis-1713	18	11	inserting	insert	VERB
fis-1713	18	12	it	it	PRON
fis-1713	18	13	explicitly	explicitly	ADV
fis-1713	18	14	into	into	ADP
fis-1713	18	15	2d	2d	NOUN
fis-1713	18	16	-	-	PUNCT
fis-1713	18	17	parc	parc	X
fis-1713	18	18	general	general	ADJ
fis-1713	18	19	algorithm	algorithm	NOUN
fis-1713	18	20	as	as	ADP
fis-1713	18	21	a	a	DET
fis-1713	18	22	prescribed	prescribed	ADJ
fis-1713	18	23	deformation	deformation	NOUN
fis-1713	18	24	.	.	PUNCT
fis-1713	19	1	the	the	DET
fis-1713	19	2	effectiveness	effectiveness	NOUN
fis-1713	19	3	of	of	ADP
fis-1713	19	4	the	the	DET
fis-1713	19	5	proposed	propose	VERB
fis-1713	19	6	procedure	procedure	NOUN
fis-1713	19	7	is	be	AUX
fis-1713	19	8	verified	verify	VERB
fis-1713	19	9	herein	herein	NOUN
fis-1713	19	10	through	through	ADP
fis-1713	19	11	the	the	DET
fis-1713	19	12	modelling	modelling	NOUN
fis-1713	19	13	of	of	ADP
fis-1713	19	14	two	two	NUM
fis-1713	19	15	experimental	experimental	ADJ
fis-1713	19	16	programs	program	NOUN
fis-1713	19	17	[	[	X
fis-1713	19	18	13	13	NUM
fis-1713	19	19	,	,	PUNCT
fis-1713	19	20	14	14	NUM
fis-1713	19	21	]	]	PUNCT
fis-1713	19	22	on	on	ADP
fis-1713	19	23	rc	rc	PROPN
fis-1713	19	24	shrunk	shrunk	NOUN
fis-1713	19	25	beams	beam	NOUN
fis-1713	19	26	with	with	ADP
fis-1713	19	27	low	low	ADJ
fis-1713	19	28	reinforcement	reinforcement	NOUN
fis-1713	19	29	ratio	ratio	NOUN
fis-1713	19	30	tested	test	VERB
fis-1713	19	31	to	to	ADP
fis-1713	19	32	short	short	ADJ
fis-1713	19	33	-	-	PUNCT
fis-1713	19	34	term	term	NOUN
fis-1713	19	35	bending	bending	NOUN
fis-1713	19	36	.	.	PUNCT
fis-1713	20	1	these	these	DET
fis-1713	20	2	elements	element	NOUN
fis-1713	20	3	are	be	AUX
fis-1713	20	4	highly	highly	ADV
fis-1713	20	5	sensitive	sensitive	ADJ
fis-1713	20	6	to	to	PART
fis-1713	20	7	shrinkage	shrinkage	VERB
fis-1713	20	8	effects	effect	NOUN
fis-1713	20	9	,	,	PUNCT
fis-1713	20	10	especially	especially	ADV
fis-1713	20	11	in	in	ADP
fis-1713	20	12	presence	presence	NOUN
fis-1713	20	13	of	of	ADP
fis-1713	20	14	a	a	DET
fis-1713	20	15	non	non	ADJ
fis-1713	20	16	-	-	ADJ
fis-1713	20	17	symmetric	symmetric	ADJ
fis-1713	20	18	arrangement	arrangement	NOUN
fis-1713	20	19	of	of	ADP
fis-1713	20	20	steel	steel	NOUN
fis-1713	20	21	reinforcement	reinforcement	NOUN
fis-1713	20	22	in	in	ADP
fis-1713	20	23	the	the	DET
fis-1713	20	24	element	element	NOUN
fis-1713	20	25	cross	cross	NOUN
fis-1713	20	26	-	-	NOUN
fis-1713	20	27	section	section	NOUN
fis-1713	20	28	.	.	PUNCT
fis-1713	21	1	the	the	DET
fis-1713	21	2	restraint	restraint	NOUN
fis-1713	21	3	i	i	PRON
fis-1713	21	4	p.	p.	NOUN
fis-1713	21	5	bernardi	bernardi	PROPN
fis-1713	21	6	et	et	PROPN
fis-1713	21	7	alii	alii	PROPN
fis-1713	21	8	,	,	PUNCT
fis-1713	21	9	frattura	frattura	PROPN
fis-1713	21	10	ed	ed	PROPN
fis-1713	21	11	integrità	integrità	PROPN
fis-1713	21	12	strutturale	strutturale	PROPN
fis-1713	21	13	,	,	PUNCT
fis-1713	21	14	37	37	NUM
fis-1713	21	15	(	(	PUNCT
fis-1713	21	16	2016	2016	NUM
fis-1713	21	17	)	)	PUNCT
fis-1713	21	18	15	15	NUM
fis-1713	21	19	-	-	SYM
fis-1713	21	20	21	21	NUM
fis-1713	21	21	;	;	PUNCT
fis-1713	21	22	doi	doi	NOUN
fis-1713	21	23	:	:	PUNCT
fis-1713	21	24	10.3221	10.3221	NUM
fis-1713	21	25	/	/	SYM
fis-1713	21	26	igf	igf	PROPN
fis-1713	21	27	-	-	PROPN
fis-1713	21	28	esis.37.03	esis.37.03	PROPN
fis-1713	21	29	16	16	NUM
fis-1713	21	30	provided	provide	VERB
fis-1713	21	31	by	by	ADP
fis-1713	21	32	embedded	embed	VERB
fis-1713	21	33	bars	bar	NOUN
fis-1713	21	34	produces	produce	VERB
fis-1713	21	35	indeed	indeed	ADV
fis-1713	21	36	a	a	DET
fis-1713	21	37	not	not	PART
fis-1713	21	38	uniform	uniform	ADJ
fis-1713	21	39	distribution	distribution	NOUN
fis-1713	21	40	of	of	ADP
fis-1713	21	41	induced	induced	ADJ
fis-1713	21	42	tensile	tensile	NOUN
fis-1713	21	43	stresses	stress	NOUN
fis-1713	21	44	in	in	ADP
fis-1713	21	45	concrete	concrete	NOUN
fis-1713	21	46	,	,	PUNCT
fis-1713	21	47	with	with	ADP
fis-1713	21	48	a	a	DET
fis-1713	21	49	consequent	consequent	ADJ
fis-1713	21	50	initial	initial	ADJ
fis-1713	21	51	warping	warping	NOUN
fis-1713	21	52	of	of	ADP
fis-1713	21	53	the	the	DET
fis-1713	21	54	member	member	NOUN
fis-1713	21	55	.	.	PUNCT
fis-1713	22	1	comparisons	comparison	NOUN
fis-1713	22	2	between	between	ADP
fis-1713	22	3	numerical	numerical	ADJ
fis-1713	22	4	and	and	CCONJ
fis-1713	22	5	experimental	experimental	ADJ
fis-1713	22	6	results	result	NOUN
fis-1713	22	7	prove	prove	VERB
fis-1713	22	8	that	that	SCONJ
fis-1713	22	9	the	the	DET
fis-1713	22	10	proposed	propose	VERB
fis-1713	22	11	approach	approach	NOUN
fis-1713	22	12	is	be	AUX
fis-1713	22	13	able	able	ADJ
fis-1713	22	14	to	to	PART
fis-1713	22	15	correctly	correctly	ADV
fis-1713	22	16	catch	catch	VERB
fis-1713	22	17	the	the	DET
fis-1713	22	18	effects	effect	NOUN
fis-1713	22	19	of	of	ADP
fis-1713	22	20	concrete	concrete	ADJ
fis-1713	22	21	shrinkage	shrinkage	NOUN
fis-1713	22	22	strains	strain	VERB
fis-1713	22	23	on	on	ADP
fis-1713	22	24	member	member	NOUN
fis-1713	22	25	deflection	deflection	NOUN
fis-1713	22	26	,	,	PUNCT
fis-1713	22	27	as	as	ADV
fis-1713	22	28	well	well	ADV
fis-1713	22	29	as	as	ADP
fis-1713	22	30	on	on	ADP
fis-1713	22	31	cracking	cracking	NOUN
fis-1713	22	32	strength	strength	NOUN
fis-1713	22	33	and	and	CCONJ
fis-1713	22	34	development	development	NOUN
fis-1713	22	35	.	.	PUNCT
fis-1713	23	1	numerical	numerical	PROPN
fis-1713	23	2	model	model	PROPN
fis-1713	23	3	n	n	CCONJ
fis-1713	23	4	this	this	DET
fis-1713	23	5	work	work	NOUN
fis-1713	23	6	,	,	PUNCT
fis-1713	23	7	the	the	DET
fis-1713	23	8	original	original	ADJ
fis-1713	23	9	formulation	formulation	NOUN
fis-1713	23	10	of	of	ADP
fis-1713	23	11	2d	2d	NOUN
fis-1713	23	12	-	-	PUNCT
fis-1713	23	13	parc	parc	NOUN
fis-1713	23	14	constitutive	constitutive	ADJ
fis-1713	23	15	relation	relation	NOUN
fis-1713	23	16	is	be	AUX
fis-1713	23	17	properly	properly	ADV
fis-1713	23	18	revised	revise	VERB
fis-1713	23	19	so	so	SCONJ
fis-1713	23	20	as	as	SCONJ
fis-1713	23	21	to	to	PART
fis-1713	23	22	include	include	VERB
fis-1713	23	23	concrete	concrete	ADJ
fis-1713	23	24	shrinkage	shrinkage	NOUN
fis-1713	23	25	effects	effect	NOUN
fis-1713	23	26	in	in	ADP
fis-1713	23	27	short	short	ADJ
fis-1713	23	28	-	-	PUNCT
fis-1713	23	29	term	term	NOUN
fis-1713	23	30	analyses	analysis	NOUN
fis-1713	23	31	.	.	PUNCT
fis-1713	24	1	as	as	SCONJ
fis-1713	24	2	already	already	ADV
fis-1713	24	3	mentioned	mention	VERB
fis-1713	24	4	,	,	PUNCT
fis-1713	24	5	this	this	DET
fis-1713	24	6	model	model	NOUN
fis-1713	24	7	,	,	PUNCT
fis-1713	24	8	which	which	PRON
fis-1713	24	9	is	be	AUX
fis-1713	24	10	based	base	VERB
fis-1713	24	11	on	on	ADP
fis-1713	24	12	a	a	DET
fis-1713	24	13	smeared	smear	VERB
fis-1713	24	14	-	-	PUNCT
fis-1713	24	15	fixed	fix	VERB
fis-1713	24	16	crack	crack	NOUN
fis-1713	24	17	approach	approach	NOUN
fis-1713	24	18	,	,	PUNCT
fis-1713	24	19	was	be	AUX
fis-1713	24	20	developed	develop	VERB
fis-1713	24	21	for	for	ADP
fis-1713	24	22	a	a	DET
fis-1713	24	23	concrete	concrete	ADJ
fis-1713	24	24	membrane	membrane	NOUN
fis-1713	24	25	element	element	NOUN
fis-1713	24	26	containing	contain	VERB
fis-1713	24	27	n	n	PRON
fis-1713	24	28	reinforcing	reinforce	VERB
fis-1713	24	29	layers	layer	NOUN
fis-1713	24	30	with	with	ADP
fis-1713	24	31	different	different	ADJ
fis-1713	24	32	orientations	orientation	NOUN
fis-1713	24	33	,	,	PUNCT
fis-1713	24	34	subjected	subject	VERB
fis-1713	24	35	to	to	ADP
fis-1713	24	36	plane	plane	NOUN
fis-1713	24	37	stress	stress	NOUN
fis-1713	24	38	conditions	condition	NOUN
fis-1713	24	39	.	.	PUNCT
fis-1713	25	1	the	the	DET
fis-1713	25	2	main	main	ADJ
fis-1713	25	3	features	feature	NOUN
fis-1713	25	4	of	of	ADP
fis-1713	25	5	2d	2d	NOUN
fis-1713	25	6	-	-	PUNCT
fis-1713	25	7	parc	parc	NOUN
fis-1713	25	8	,	,	PUNCT
fis-1713	25	9	as	as	ADV
fis-1713	25	10	well	well	ADV
fis-1713	25	11	as	as	ADP
fis-1713	25	12	its	its	PRON
fis-1713	25	13	governing	govern	VERB
fis-1713	25	14	equations	equation	NOUN
fis-1713	25	15	can	can	AUX
fis-1713	25	16	be	be	AUX
fis-1713	25	17	found	find	VERB
fis-1713	25	18	in	in	ADP
fis-1713	25	19	[	[	PUNCT
fis-1713	25	20	10	10	NUM
fis-1713	25	21	-	-	SYM
fis-1713	25	22	12	12	NUM
fis-1713	25	23	]	]	PUNCT
fis-1713	25	24	,	,	PUNCT
fis-1713	25	25	to	to	PART
fis-1713	25	26	which	which	DET
fis-1713	25	27	reference	reference	NOUN
fis-1713	25	28	is	be	AUX
fis-1713	25	29	made	make	VERB
fis-1713	25	30	.	.	PUNCT
fis-1713	26	1	in	in	ADP
fis-1713	26	2	the	the	DET
fis-1713	26	3	following	follow	VERB
fis-1713	26	4	sections	section	NOUN
fis-1713	26	5	the	the	DET
fis-1713	26	6	attention	attention	NOUN
fis-1713	26	7	will	will	AUX
fis-1713	26	8	be	be	AUX
fis-1713	26	9	only	only	ADV
fis-1713	26	10	focused	focus	VERB
fis-1713	26	11	on	on	ADP
fis-1713	26	12	the	the	DET
fis-1713	26	13	main	main	ADJ
fis-1713	26	14	changes	change	NOUN
fis-1713	26	15	made	make	VERB
fis-1713	26	16	to	to	ADP
fis-1713	26	17	the	the	DET
fis-1713	26	18	original	original	ADJ
fis-1713	26	19	structure	structure	NOUN
fis-1713	26	20	of	of	ADP
fis-1713	26	21	the	the	DET
fis-1713	26	22	model	model	NOUN
fis-1713	26	23	in	in	ADP
fis-1713	26	24	order	order	NOUN
fis-1713	26	25	to	to	PART
fis-1713	26	26	include	include	VERB
fis-1713	26	27	concrete	concrete	ADJ
fis-1713	26	28	shrinkage	shrinkage	NOUN
fis-1713	26	29	.	.	PUNCT
fis-1713	27	1	uncracked	uncracked	ADJ
fis-1713	27	2	stage	stage	NOUN
fis-1713	27	3	in	in	ADP
fis-1713	27	4	the	the	DET
fis-1713	27	5	uncracked	uncracked	ADJ
fis-1713	27	6	stage	stage	NOUN
fis-1713	27	7	,	,	PUNCT
fis-1713	27	8	perfect	perfect	ADJ
fis-1713	27	9	bond	bond	NOUN
fis-1713	27	10	is	be	AUX
fis-1713	27	11	assumed	assume	VERB
fis-1713	27	12	between	between	ADP
fis-1713	27	13	steel	steel	NOUN
fis-1713	27	14	bars	bar	NOUN
fis-1713	27	15	and	and	CCONJ
fis-1713	27	16	the	the	DET
fis-1713	27	17	surrounding	surround	VERB
fis-1713	27	18	concrete	concrete	NOUN
fis-1713	27	19	,	,	PUNCT
fis-1713	27	20	so	so	CCONJ
fis-1713	27	21	the	the	DET
fis-1713	27	22	total	total	ADJ
fis-1713	27	23	strain	strain	NOUN
fis-1713	27	24	vector	vector	NOUN
fis-1713	27	25	{	{	PUNCT
fis-1713	27	26	ε	ε	PROPN
fis-1713	27	27	}	}	PUNCT
fis-1713	27	28	is	be	AUX
fis-1713	27	29	coincident	coincident	ADJ
fis-1713	27	30	with	with	ADP
fis-1713	27	31	the	the	DET
fis-1713	27	32	strain	strain	NOUN
fis-1713	27	33	in	in	ADP
fis-1713	27	34	concrete	concrete	ADJ
fis-1713	27	35	{	{	PUNCT
fis-1713	27	36	εc	εc	NOUN
fis-1713	27	37	}	}	PUNCT
fis-1713	27	38	and	and	CCONJ
fis-1713	27	39	steel	steel	NOUN
fis-1713	27	40	{	{	PUNCT
fis-1713	27	41	εs	εs	NOUN
fis-1713	27	42	}	}	PUNCT
fis-1713	27	43	:	:	PUNCT
fis-1713	28	1			PROPN
fis-1713	28	2			PROPN
fis-1713	28	3			PROPN
fis-1713	28	4			PROPN
fis-1713	28	5			PROPN
fis-1713	28	6	sc	sc	PROPN
fis-1713	28	7			ADP
fis-1713	28	8			NUM
fis-1713	28	9	,	,	PUNCT
fis-1713	28	10	(	(	PUNCT
fis-1713	28	11	1	1	X
fis-1713	28	12	)	)	PUNCT
fis-1713	28	13	the	the	DET
fis-1713	28	14	total	total	ADJ
fis-1713	28	15	stress	stress	NOUN
fis-1713	28	16	vector	vector	NOUN
fis-1713	28	17	{	{	PUNCT
fis-1713	28	18	σ	σ	NOUN
fis-1713	28	19	}	}	PUNCT
fis-1713	28	20	can	can	AUX
fis-1713	28	21	be	be	AUX
fis-1713	28	22	then	then	ADV
fis-1713	28	23	simply	simply	ADV
fis-1713	28	24	evaluated	evaluate	VERB
fis-1713	28	25	as	as	ADP
fis-1713	28	26	the	the	DET
fis-1713	28	27	sum	sum	NOUN
fis-1713	28	28	of	of	ADP
fis-1713	28	29	the	the	DET
fis-1713	28	30	stresses	stress	NOUN
fis-1713	28	31	acting	act	VERB
fis-1713	28	32	in	in	ADP
fis-1713	28	33	concrete	concrete	NOUN
fis-1713	28	34	,	,	PUNCT
fis-1713	28	35	{	{	PUNCT
fis-1713	28	36	σc	σc	NOUN
fis-1713	28	37	}	}	PUNCT
fis-1713	28	38	,	,	PUNCT
fis-1713	28	39	and	and	CCONJ
fis-1713	28	40	in	in	ADP
fis-1713	28	41	steel	steel	NOUN
fis-1713	28	42	reinforcement	reinforcement	NOUN
fis-1713	28	43	,	,	PUNCT
fis-1713	28	44	{	{	PUNCT
fis-1713	28	45	σs	σs	ADP
fis-1713	28	46	}	}	PUNCT
fis-1713	28	47	.	.	PUNCT
fis-1713	29	1	to	to	PART
fis-1713	29	2	take	take	VERB
fis-1713	29	3	into	into	ADP
fis-1713	29	4	account	account	NOUN
fis-1713	29	5	shrinkage	shrinkage	NOUN
fis-1713	29	6	effects	effect	NOUN
fis-1713	29	7	,	,	PUNCT
fis-1713	29	8	concrete	concrete	NOUN
fis-1713	29	9	stresses	stress	NOUN
fis-1713	29	10	{	{	PUNCT
fis-1713	29	11	σc	σc	NOUN
fis-1713	29	12	}	}	PUNCT
fis-1713	29	13	are	be	AUX
fis-1713	29	14	here	here	ADV
fis-1713	29	15	computed	compute	VERB
fis-1713	29	16	as	as	ADP
fis-1713	29	17	a	a	DET
fis-1713	29	18	function	function	NOUN
fis-1713	29	19	of	of	ADP
fis-1713	29	20	concrete	concrete	ADJ
fis-1713	29	21	net	net	ADJ
fis-1713	29	22	strains	strain	NOUN
fis-1713	29	23	(	(	PUNCT
fis-1713	29	24	{	{	PUNCT
fis-1713	29	25	εc	εc	INTJ
fis-1713	29	26	}	}	PUNCT
fis-1713	29	27	{	{	PUNCT
fis-1713	29	28	εsh	εsh	NOUN
fis-1713	29	29	}	}	PUNCT
fis-1713	29	30	)	)	PUNCT
fis-1713	29	31	,	,	PUNCT
fis-1713	29	32	being	be	AUX
fis-1713	29	33	{	{	PUNCT
fis-1713	29	34	εsh	εsh	PROPN
fis-1713	29	35	}	}	PUNCT
fis-1713	29	36	the	the	DET
fis-1713	29	37	free	free	ADJ
fis-1713	29	38	shrinkage	shrinkage	NOUN
fis-1713	29	39	strain	strain	NOUN
fis-1713	29	40	vector	vector	NOUN
fis-1713	29	41	.	.	PUNCT
fis-1713	30	1	according	accord	VERB
fis-1713	30	2	to	to	ADP
fis-1713	30	3	2d	2d	NOUN
fis-1713	30	4	-	-	PUNCT
fis-1713	30	5	parc	parc	NOUN
fis-1713	30	6	conventions	convention	NOUN
fis-1713	30	7	,	,	PUNCT
fis-1713	30	8	free	free	ADJ
fis-1713	30	9	shrinkage	shrinkage	NOUN
fis-1713	30	10	strains	strain	NOUN
fis-1713	30	11	are	be	AUX
fis-1713	30	12	assumed	assume	VERB
fis-1713	30	13	as	as	ADP
fis-1713	30	14	negative	negative	ADJ
fis-1713	30	15	,	,	PUNCT
fis-1713	30	16	since	since	SCONJ
fis-1713	30	17	they	they	PRON
fis-1713	30	18	cause	cause	VERB
fis-1713	30	19	concrete	concrete	ADJ
fis-1713	30	20	shortening	shortening	NOUN
fis-1713	30	21	.	.	PUNCT
fis-1713	31	1	the	the	DET
fis-1713	31	2	terms	term	NOUN
fis-1713	31	3	of	of	ADP
fis-1713	31	4	vector	vector	NOUN
fis-1713	31	5	{	{	PUNCT
fis-1713	31	6	εsh	εsh	NOUN
fis-1713	31	7	}	}	PUNCT
fis-1713	31	8	can	can	AUX
fis-1713	31	9	be	be	AUX
fis-1713	31	10	either	either	CCONJ
fis-1713	31	11	set	set	VERB
fis-1713	31	12	equal	equal	ADJ
fis-1713	31	13	to	to	ADP
fis-1713	31	14	the	the	DET
fis-1713	31	15	shrinkage	shrinkage	NOUN
fis-1713	31	16	strain	strain	NOUN
fis-1713	31	17	values	value	NOUN
fis-1713	31	18	measured	measure	VERB
fis-1713	31	19	during	during	ADP
fis-1713	31	20	experimental	experimental	ADJ
fis-1713	31	21	tests	test	NOUN
fis-1713	31	22	,	,	PUNCT
fis-1713	31	23	if	if	SCONJ
fis-1713	31	24	available	available	ADJ
fis-1713	31	25	,	,	PUNCT
fis-1713	31	26	or	or	CCONJ
fis-1713	31	27	properly	properly	ADV
fis-1713	31	28	calculated	calculate	VERB
fis-1713	31	29	according	accord	VERB
fis-1713	31	30	to	to	ADP
fis-1713	31	31	classical	classical	ADJ
fis-1713	31	32	formulations	formulation	NOUN
fis-1713	31	33	obtained	obtain	VERB
fis-1713	31	34	from	from	ADP
fis-1713	31	35	technical	technical	ADJ
fis-1713	31	36	literature	literature	NOUN
fis-1713	31	37	(	(	PUNCT
fis-1713	32	1	e.g.	e.g.	ADV
fis-1713	32	2	[	[	X
fis-1713	32	3	15	15	NUM
fis-1713	32	4	-	-	SYM
fis-1713	32	5	17	17	NUM
fis-1713	32	6	]	]	PUNCT
fis-1713	32	7	)	)	PUNCT
fis-1713	32	8	.	.	PUNCT
fis-1713	33	1	in	in	ADP
fis-1713	33	2	any	any	DET
fis-1713	33	3	case	case	NOUN
fis-1713	33	4	,	,	PUNCT
fis-1713	33	5	the	the	DET
fis-1713	33	6	component	component	NOUN
fis-1713	33	7	of	of	ADP
fis-1713	33	8	{	{	PUNCT
fis-1713	33	9	εsh	εsh	NOUN
fis-1713	33	10	}	}	PUNCT
fis-1713	33	11	associated	associate	VERB
fis-1713	33	12	to	to	ADP
fis-1713	33	13	shear	shear	NOUN
fis-1713	33	14	strains	strain	NOUN
fis-1713	33	15	is	be	AUX
fis-1713	33	16	usually	usually	ADV
fis-1713	33	17	assumed	assume	VERB
fis-1713	33	18	equal	equal	ADJ
fis-1713	33	19	to	to	ADP
fis-1713	33	20	zero	zero	NUM
fis-1713	33	21	.	.	PUNCT
fis-1713	34	1	the	the	DET
fis-1713	34	2	equilibrium	equilibrium	NOUN
fis-1713	34	3	equation	equation	NOUN
fis-1713	34	4	for	for	ADP
fis-1713	34	5	the	the	DET
fis-1713	34	6	uncracked	uncracked	ADJ
fis-1713	34	7	rc	rc	PROPN
fis-1713	34	8	element	element	NOUN
fis-1713	34	9	can	can	AUX
fis-1713	34	10	be	be	AUX
fis-1713	34	11	then	then	ADV
fis-1713	34	12	written	write	VERB
fis-1713	34	13	as	as	ADP
fis-1713	34	14	:	:	PUNCT
fis-1713	34	15			PROPN
fis-1713	34	16			PROPN
fis-1713	34	17			PROPN
fis-1713	34	18			PROPN
fis-1713	34	19			PROPN
fis-1713	34	20			PROPN
fis-1713	34	21			NOUN
fis-1713	34	22			ADP
fis-1713	34	23			PROPN
fis-1713	34	24			PROPN
fis-1713	34	25			PROPN
fis-1713	34	26			NOUN
fis-1713	34	27			PROPN
fis-1713	34	28			NOUN
fis-1713	34	29			ADP
fis-1713	34	30			PROPN
fis-1713	34	31	ssshccsc	ssshccsc	PROPN
fis-1713	34	32	dd	dd	VERB
fis-1713	34	33			X
fis-1713	34	34			X
fis-1713	34	35	,	,	PUNCT
fis-1713	34	36	(	(	PUNCT
fis-1713	34	37	2	2	NUM
fis-1713	34	38	)	)	PUNCT
fis-1713	35	1	where	where	SCONJ
fis-1713	35	2	[	[	X
fis-1713	35	3	dc	dc	X
fis-1713	35	4	]	]	PUNCT
fis-1713	35	5	and	and	CCONJ
fis-1713	35	6	[	[	AUX
fis-1713	35	7	ds	ds	X
fis-1713	35	8	]	]	PUNCT
fis-1713	35	9	respectively	respectively	ADV
fis-1713	35	10	represent	represent	VERB
fis-1713	35	11	concrete	concrete	ADJ
fis-1713	35	12	and	and	CCONJ
fis-1713	35	13	steel	steel	NOUN
fis-1713	35	14	stiffness	stiffness	NOUN
fis-1713	35	15	matrix	matrix	NOUN
fis-1713	35	16	,	,	PUNCT
fis-1713	35	17	whose	whose	DET
fis-1713	35	18	construction	construction	NOUN
fis-1713	35	19	has	have	AUX
fis-1713	35	20	been	be	AUX
fis-1713	35	21	discussed	discuss	VERB
fis-1713	35	22	elsewhere	elsewhere	ADV
fis-1713	35	23	(	(	PUNCT
fis-1713	35	24	[	[	X
fis-1713	35	25	10	10	NUM
fis-1713	35	26	]	]	PUNCT
fis-1713	35	27	and	and	CCONJ
fis-1713	35	28	[	[	X
fis-1713	35	29	12	12	NUM
fis-1713	35	30	]	]	PUNCT
fis-1713	35	31	,	,	PUNCT
fis-1713	35	32	in	in	ADP
fis-1713	35	33	a	a	DET
fis-1713	35	34	more	more	ADV
fis-1713	35	35	recently	recently	ADV
fis-1713	35	36	revised	revise	VERB
fis-1713	35	37	form	form	NOUN
fis-1713	35	38	)	)	PUNCT
fis-1713	35	39	.	.	PUNCT
fis-1713	36	1	cracked	crack	VERB
fis-1713	36	2	stage	stage	NOUN
fis-1713	36	3	crack	crack	NOUN
fis-1713	36	4	formation	formation	NOUN
fis-1713	36	5	takes	take	VERB
fis-1713	36	6	place	place	NOUN
fis-1713	36	7	when	when	SCONJ
fis-1713	36	8	the	the	DET
fis-1713	36	9	current	current	ADJ
fis-1713	36	10	state	state	NOUN
fis-1713	36	11	of	of	ADP
fis-1713	36	12	stress	stress	NOUN
fis-1713	36	13	violates	violate	VERB
fis-1713	36	14	the	the	DET
fis-1713	36	15	concrete	concrete	ADJ
fis-1713	36	16	failure	failure	NOUN
fis-1713	36	17	envelope	envelope	NOUN
fis-1713	36	18	in	in	ADP
fis-1713	36	19	the	the	DET
fis-1713	36	20	cracking	crack	VERB
fis-1713	36	21	region	region	NOUN
fis-1713	36	22	(	(	PUNCT
fis-1713	36	23	see	see	VERB
fis-1713	36	24	[	[	X
fis-1713	36	25	12	12	NUM
fis-1713	36	26	]	]	PUNCT
fis-1713	36	27	)	)	PUNCT
fis-1713	36	28	.	.	PUNCT
fis-1713	37	1	in	in	ADP
fis-1713	37	2	presence	presence	NOUN
fis-1713	37	3	of	of	ADP
fis-1713	37	4	shrinkage	shrinkage	NOUN
fis-1713	37	5	,	,	PUNCT
fis-1713	37	6	the	the	DET
fis-1713	37	7	transition	transition	NOUN
fis-1713	37	8	from	from	ADP
fis-1713	37	9	uncracked	uncracked	ADJ
fis-1713	37	10	to	to	ADP
fis-1713	37	11	cracked	crack	VERB
fis-1713	37	12	stage	stage	NOUN
fis-1713	37	13	occurs	occur	VERB
fis-1713	37	14	in	in	ADP
fis-1713	37	15	correspondence	correspondence	NOUN
fis-1713	37	16	of	of	ADP
fis-1713	37	17	a	a	DET
fis-1713	37	18	lower	low	ADJ
fis-1713	37	19	load	load	NOUN
fis-1713	37	20	level	level	NOUN
fis-1713	37	21	,	,	PUNCT
fis-1713	37	22	since	since	SCONJ
fis-1713	37	23	the	the	DET
fis-1713	37	24	restraint	restraint	NOUN
fis-1713	37	25	provided	provide	VERB
fis-1713	37	26	by	by	ADP
fis-1713	37	27	the	the	DET
fis-1713	37	28	embedded	embed	VERB
fis-1713	37	29	reinforcement	reinforcement	NOUN
fis-1713	37	30	causes	cause	VERB
fis-1713	37	31	the	the	DET
fis-1713	37	32	appearance	appearance	NOUN
fis-1713	37	33	of	of	ADP
fis-1713	37	34	tensile	tensile	NOUN
fis-1713	37	35	stresses	stress	NOUN
fis-1713	37	36	in	in	ADP
fis-1713	37	37	concrete	concrete	NOUN
fis-1713	37	38	even	even	ADV
fis-1713	37	39	before	before	ADP
fis-1713	37	40	the	the	DET
fis-1713	37	41	application	application	NOUN
fis-1713	37	42	of	of	ADP
fis-1713	37	43	any	any	DET
fis-1713	37	44	external	external	ADJ
fis-1713	37	45	load	load	NOUN
fis-1713	37	46	.	.	PUNCT
fis-1713	38	1	crack	crack	NOUN
fis-1713	38	2	pattern	pattern	NOUN
fis-1713	38	3	is	be	AUX
fis-1713	38	4	hypothesized	hypothesize	VERB
fis-1713	38	5	to	to	PART
fis-1713	38	6	develop	develop	VERB
fis-1713	38	7	with	with	ADP
fis-1713	38	8	a	a	DET
fis-1713	38	9	constant	constant	ADJ
fis-1713	38	10	spacing	space	VERB
fis-1713	38	11	am1	am1	PROPN
fis-1713	38	12	and	and	CCONJ
fis-1713	38	13	a	a	DET
fis-1713	38	14	strain	strain	NOUN
fis-1713	38	15	decomposition	decomposition	NOUN
fis-1713	38	16	procedure	procedure	NOUN
fis-1713	38	17	is	be	AUX
fis-1713	38	18	adopted	adopt	VERB
fis-1713	38	19	,	,	PUNCT
fis-1713	38	20	so	so	ADV
fis-1713	38	21	leading	lead	VERB
fis-1713	38	22	to	to	ADP
fis-1713	38	23	the	the	DET
fis-1713	38	24	following	follow	VERB
fis-1713	38	25	compatibility	compatibility	NOUN
fis-1713	38	26	condition	condition	NOUN
fis-1713	38	27	:	:	PUNCT
fis-1713	38	28			PROPN
fis-1713	38	29			PROPN
fis-1713	38	30			PROPN
fis-1713	38	31			PROPN
fis-1713	38	32			NOUN
fis-1713	38	33	1crc	1crc	NOUN
fis-1713	38	34			X
fis-1713	38	35			ADJ
fis-1713	38	36	,	,	PUNCT
fis-1713	38	37	(	(	PUNCT
fis-1713	38	38	3	3	X
fis-1713	38	39	)	)	PUNCT
fis-1713	38	40	where	where	SCONJ
fis-1713	38	41	the	the	DET
fis-1713	38	42	total	total	ADJ
fis-1713	38	43	strain	strain	NOUN
fis-1713	38	44	vector	vector	NOUN
fis-1713	38	45	{	{	PUNCT
fis-1713	38	46	ε	ε	PROPN
fis-1713	38	47	}	}	PUNCT
fis-1713	38	48	is	be	AUX
fis-1713	38	49	obtained	obtain	VERB
fis-1713	38	50	as	as	ADP
fis-1713	38	51	the	the	DET
fis-1713	38	52	sum	sum	NOUN
fis-1713	38	53	of	of	ADP
fis-1713	38	54	the	the	DET
fis-1713	38	55	strains	strain	NOUN
fis-1713	38	56	{	{	PUNCT
fis-1713	38	57	εc	εc	NOUN
fis-1713	38	58	}	}	PUNCT
fis-1713	38	59	in	in	ADP
fis-1713	38	60	rc	rc	PROPN
fis-1713	38	61	between	between	ADP
fis-1713	38	62	two	two	NUM
fis-1713	38	63	adjacent	adjacent	ADJ
fis-1713	38	64	cracks	crack	NOUN
fis-1713	38	65	(	(	PUNCT
fis-1713	38	66	still	still	ADV
fis-1713	38	67	intact	intact	ADJ
fis-1713	38	68	,	,	PUNCT
fis-1713	38	69	even	even	ADV
fis-1713	38	70	if	if	SCONJ
fis-1713	38	71	damaged	damage	VERB
fis-1713	38	72	)	)	PUNCT
fis-1713	38	73	,	,	PUNCT
fis-1713	38	74	and	and	CCONJ
fis-1713	38	75	those	those	PRON
fis-1713	38	76	in	in	ADP
fis-1713	38	77	the	the	DET
fis-1713	38	78	fracture	fracture	NOUN
fis-1713	38	79	zone	zone	NOUN
fis-1713	38	80	,	,	PUNCT
fis-1713	38	81	{	{	PUNCT
fis-1713	38	82	εcr1	εcr1	PROPN
fis-1713	38	83	}	}	PUNCT
fis-1713	38	84	,	,	PUNCT
fis-1713	38	85	related	relate	VERB
fis-1713	38	86	to	to	ADP
fis-1713	38	87	all	all	DET
fis-1713	38	88	the	the	DET
fis-1713	38	89	kinematics	kinematic	NOUN
fis-1713	38	90	that	that	PRON
fis-1713	38	91	develop	develop	VERB
fis-1713	38	92	after	after	ADP
fis-1713	38	93	crack	crack	NOUN
fis-1713	38	94	formation	formation	NOUN
fis-1713	38	95	.	.	PUNCT
fis-1713	39	1	as	as	SCONJ
fis-1713	39	2	known	know	VERB
fis-1713	39	3	,	,	PUNCT
fis-1713	39	4	crack	crack	VERB
fis-1713	39	5	opening	opening	NOUN
fis-1713	39	6	and	and	CCONJ
fis-1713	39	7	sliding	sliding	NOUN
fis-1713	39	8	activate	activate	VERB
fis-1713	39	9	indeed	indeed	ADV
fis-1713	39	10	several	several	ADJ
fis-1713	39	11	resistant	resistant	ADJ
fis-1713	39	12	mechanisms	mechanism	NOUN
fis-1713	39	13	,	,	PUNCT
fis-1713	39	14	such	such	ADJ
fis-1713	39	15	as	as	ADP
fis-1713	39	16	aggregate	aggregate	ADJ
fis-1713	39	17	bridging	bridging	NOUN
fis-1713	39	18	and	and	CCONJ
fis-1713	39	19	interlock	interlock	NOUN
fis-1713	39	20	,	,	PUNCT
fis-1713	39	21	tension	tension	NOUN
fis-1713	39	22	stiffening	stiffening	NOUN
fis-1713	39	23	and	and	CCONJ
fis-1713	39	24	dowel	dowel	NOUN
fis-1713	39	25	action	action	NOUN
fis-1713	39	26	,	,	PUNCT
fis-1713	39	27	which	which	PRON
fis-1713	39	28	provide	provide	VERB
fis-1713	39	29	strength	strength	NOUN
fis-1713	39	30	and	and	CCONJ
fis-1713	39	31	stiffness	stiffness	NOUN
fis-1713	39	32	.	.	PUNCT
fis-1713	40	1	according	accord	VERB
fis-1713	40	2	to	to	ADP
fis-1713	40	3	the	the	DET
fis-1713	40	4	procedure	procedure	NOUN
fis-1713	40	5	described	describe	VERB
fis-1713	40	6	in	in	ADP
fis-1713	40	7	[	[	X
fis-1713	40	8	10	10	NUM
fis-1713	40	9	]	]	PUNCT
fis-1713	40	10	,	,	PUNCT
fis-1713	40	11	the	the	DET
fis-1713	40	12	two	two	NUM
fis-1713	40	13	strain	strain	NOUN
fis-1713	40	14	vectors	vector	NOUN
fis-1713	40	15	,	,	PUNCT
fis-1713	40	16	{	{	PUNCT
fis-1713	40	17	εc	εc	VERB
fis-1713	40	18	}	}	PUNCT
fis-1713	40	19	and	and	CCONJ
fis-1713	40	20	{	{	PUNCT
fis-1713	40	21	εcr1	εcr1	PROPN
fis-1713	40	22	}	}	PUNCT
fis-1713	40	23	,	,	PUNCT
fis-1713	40	24	are	be	AUX
fis-1713	40	25	obtained	obtain	VERB
fis-1713	40	26	by	by	ADP
fis-1713	40	27	inverting	invert	VERB
fis-1713	40	28	the	the	DET
fis-1713	40	29	equilibrium	equilibrium	NOUN
fis-1713	40	30	conditions	condition	NOUN
fis-1713	40	31	in	in	ADP
fis-1713	40	32	the	the	DET
fis-1713	40	33	uncracked	uncracked	ADJ
fis-1713	40	34	rc	rc	PROPN
fis-1713	40	35	between	between	ADP
fis-1713	40	36	cracks	crack	NOUN
fis-1713	40	37	and	and	CCONJ
fis-1713	40	38	at	at	ADP
fis-1713	40	39	crack	crack	NOUN
fis-1713	40	40	location	location	NOUN
fis-1713	40	41	,	,	PUNCT
fis-1713	40	42	respectively	respectively	ADV
fis-1713	40	43	.	.	PUNCT
fis-1713	41	1	moreover	moreover	ADV
fis-1713	41	2	,	,	PUNCT
fis-1713	41	3	the	the	DET
fis-1713	41	4	stresses	stress	NOUN
fis-1713	41	5	in	in	ADP
fis-1713	41	6	rc	rc	PROPN
fis-1713	41	7	between	between	ADP
fis-1713	41	8	adjacent	adjacent	ADJ
fis-1713	41	9	cracks	crack	NOUN
fis-1713	41	10	,	,	PUNCT
fis-1713	41	11	{	{	PUNCT
fis-1713	41	12	σc	σc	NOUN
fis-1713	41	13	}	}	PUNCT
fis-1713	41	14	,	,	PUNCT
fis-1713	41	15	and	and	CCONJ
fis-1713	41	16	those	those	PRON
fis-1713	41	17	in	in	ADP
fis-1713	41	18	the	the	DET
fis-1713	41	19	crack	crack	NOUN
fis-1713	41	20	,	,	PUNCT
fis-1713	41	21	{	{	PUNCT
fis-1713	41	22	σcr1	σcr1	NOUN
fis-1713	41	23	}	}	PUNCT
fis-1713	41	24	,	,	PUNCT
fis-1713	41	25	are	be	AUX
fis-1713	41	26	assumed	assume	VERB
fis-1713	41	27	to	to	PART
fis-1713	41	28	be	be	AUX
fis-1713	41	29	coincident	coincident	ADJ
fis-1713	41	30	with	with	ADP
fis-1713	41	31	each	each	DET
fis-1713	41	32	other	other	ADJ
fis-1713	41	33	and	and	CCONJ
fis-1713	41	34	consequently	consequently	ADV
fis-1713	41	35	to	to	ADP
fis-1713	41	36	the	the	DET
fis-1713	41	37	total	total	ADJ
fis-1713	41	38	stress	stress	NOUN
fis-1713	41	39	vector	vector	NOUN
fis-1713	41	40	{	{	PUNCT
fis-1713	41	41	σ	σ	NOUN
fis-1713	41	42	}	}	PUNCT
fis-1713	41	43	.	.	PUNCT
fis-1713	42	1	in	in	ADP
fis-1713	42	2	more	more	ADJ
fis-1713	42	3	detail	detail	NOUN
fis-1713	42	4	,	,	PUNCT
fis-1713	42	5	the	the	DET
fis-1713	42	6	equilibrium	equilibrium	NOUN
fis-1713	42	7	condition	condition	NOUN
fis-1713	42	8	in	in	ADP
fis-1713	42	9	rc	rc	PROPN
fis-1713	42	10	between	between	ADP
fis-1713	42	11	cracks	crack	NOUN
fis-1713	42	12	is	be	AUX
fis-1713	42	13	formally	formally	ADV
fis-1713	42	14	identical	identical	ADJ
fis-1713	42	15	to	to	ADP
fis-1713	42	16	eq	eq	NOUN
fis-1713	42	17	.	.	PROPN
fis-1713	42	18	2	2	NUM
fis-1713	42	19	,	,	PUNCT
fis-1713	42	20	even	even	ADV
fis-1713	42	21	if	if	SCONJ
fis-1713	42	22	concrete	concrete	ADJ
fis-1713	42	23	and	and	CCONJ
fis-1713	42	24	steel	steel	NOUN
fis-1713	42	25	stiffness	stiffness	NOUN
fis-1713	42	26	matrices	matrix	NOUN
fis-1713	42	27	,	,	PUNCT
fis-1713	42	28	[	[	X
fis-1713	42	29	dc	dc	X
fis-1713	42	30	]	]	PUNCT
fis-1713	42	31	and	and	CCONJ
fis-1713	42	32	[	[	X
fis-1713	42	33	ds	ds	X
fis-1713	42	34	]	]	X
fis-1713	42	35	,	,	PUNCT
fis-1713	42	36	are	be	AUX
fis-1713	42	37	slightly	slightly	ADV
fis-1713	42	38	modified	modify	VERB
fis-1713	42	39	with	with	ADP
fis-1713	42	40	respect	respect	NOUN
fis-1713	42	41	to	to	ADP
fis-1713	42	42	the	the	DET
fis-1713	42	43	uncracked	uncracked	ADJ
fis-1713	42	44	stage	stage	NOUN
fis-1713	42	45	,	,	PUNCT
fis-1713	42	46	so	so	SCONJ
fis-1713	42	47	as	as	SCONJ
fis-1713	42	48	to	to	PART
fis-1713	42	49	consider	consider	VERB
fis-1713	42	50	the	the	DET
fis-1713	42	51	degradation	degradation	NOUN
fis-1713	42	52	i	i	PRON
fis-1713	42	53	p.	p.	NOUN
fis-1713	42	54	bernardi	bernardi	PROPN
fis-1713	42	55	et	et	PROPN
fis-1713	42	56	alii	alii	PROPN
fis-1713	42	57	,	,	PUNCT
fis-1713	42	58	frattura	frattura	PROPN
fis-1713	42	59	ed	ed	PROPN
fis-1713	42	60	integrità	integrità	PROPN
fis-1713	42	61	strutturale	strutturale	PROPN
fis-1713	42	62	,	,	PUNCT
fis-1713	42	63	37	37	NUM
fis-1713	42	64	(	(	PUNCT
fis-1713	42	65	2016	2016	NUM
fis-1713	42	66	)	)	PUNCT
fis-1713	42	67	15	15	NUM
fis-1713	42	68	-	-	SYM
fis-1713	42	69	21	21	NUM
fis-1713	42	70	;	;	PUNCT
fis-1713	42	71	doi	doi	NOUN
fis-1713	42	72	:	:	PUNCT
fis-1713	42	73	10.3221	10.3221	NUM
fis-1713	42	74	/	/	SYM
fis-1713	42	75	igf	igf	PROPN
fis-1713	42	76	-	-	PROPN
fis-1713	42	77	esis.37.03	esis.37.03	PROPN
fis-1713	42	78	17	17	NUM
fis-1713	42	79	that	that	PRON
fis-1713	42	80	occurs	occur	VERB
fis-1713	42	81	after	after	ADP
fis-1713	42	82	cracking	crack	VERB
fis-1713	42	83	,	,	PUNCT
fis-1713	42	84	as	as	SCONJ
fis-1713	42	85	explained	explain	VERB
fis-1713	42	86	in	in	ADP
fis-1713	42	87	[	[	X
fis-1713	42	88	10	10	NUM
fis-1713	42	89	,	,	PUNCT
fis-1713	42	90	12	12	NUM
fis-1713	42	91	]	]	PUNCT
fis-1713	42	92	.	.	PUNCT
fis-1713	43	1	moreover	moreover	ADV
fis-1713	43	2	,	,	PUNCT
fis-1713	43	3	since	since	SCONJ
fis-1713	43	4	in	in	ADP
fis-1713	43	5	the	the	DET
fis-1713	43	6	cracked	cracked	ADJ
fis-1713	43	7	stage	stage	NOUN
fis-1713	43	8	the	the	DET
fis-1713	43	9	hypothesis	hypothesis	NOUN
fis-1713	43	10	of	of	ADP
fis-1713	43	11	perfect	perfect	ADJ
fis-1713	43	12	bond	bond	NOUN
fis-1713	43	13	is	be	AUX
fis-1713	43	14	no	no	ADV
fis-1713	43	15	longer	long	ADV
fis-1713	43	16	valid	valid	ADJ
fis-1713	43	17	(	(	PUNCT
fis-1713	43	18	and	and	CCONJ
fis-1713	43	19	consequently	consequently	ADV
fis-1713	43	20	the	the	DET
fis-1713	43	21	two	two	NUM
fis-1713	43	22	strain	strain	NOUN
fis-1713	43	23	vectors	vector	NOUN
fis-1713	43	24	{	{	PUNCT
fis-1713	43	25	εc	εc	VERB
fis-1713	43	26	}	}	PUNCT
fis-1713	43	27	and	and	CCONJ
fis-1713	43	28	{	{	PUNCT
fis-1713	43	29	εs	εs	AUX
fis-1713	43	30	}	}	PUNCT
fis-1713	43	31	can	can	AUX
fis-1713	43	32	not	not	PART
fis-1713	43	33	be	be	AUX
fis-1713	43	34	set	set	VERB
fis-1713	43	35	equal	equal	ADJ
fis-1713	43	36	to	to	ADP
fis-1713	43	37	each	each	DET
fis-1713	43	38	other	other	ADJ
fis-1713	43	39	)	)	PUNCT
fis-1713	43	40	,	,	PUNCT
fis-1713	43	41	the	the	DET
fis-1713	43	42	steel	steel	NOUN
fis-1713	43	43	strain	strain	NOUN
fis-1713	43	44	{	{	PUNCT
fis-1713	43	45	εs	εs	VERB
fis-1713	43	46	}	}	PUNCT
fis-1713	43	47	is	be	AUX
fis-1713	43	48	assumed	assume	VERB
fis-1713	43	49	coincident	coincident	ADJ
fis-1713	43	50	with	with	ADP
fis-1713	43	51	the	the	DET
fis-1713	43	52	total	total	ADJ
fis-1713	43	53	average	average	ADJ
fis-1713	43	54	strain	strain	NOUN
fis-1713	43	55	{	{	PUNCT
fis-1713	43	56	ε	ε	PROPN
fis-1713	43	57	}	}	PUNCT
fis-1713	43	58	,	,	PUNCT
fis-1713	43	59	with	with	ADP
fis-1713	43	60	a	a	DET
fis-1713	43	61	negligible	negligible	ADJ
fis-1713	43	62	approximation	approximation	NOUN
fis-1713	43	63	in	in	ADP
fis-1713	43	64	excess	excess	NOUN
fis-1713	43	65	.	.	PUNCT
fis-1713	44	1	by	by	ADP
fis-1713	44	2	inverting	invert	VERB
fis-1713	44	3	the	the	DET
fis-1713	44	4	equilibrium	equilibrium	NOUN
fis-1713	44	5	condition	condition	NOUN
fis-1713	44	6	in	in	ADP
fis-1713	44	7	rc	rc	PROPN
fis-1713	44	8	between	between	ADP
fis-1713	44	9	cracks	crack	NOUN
fis-1713	44	10	,	,	PUNCT
fis-1713	44	11	concrete	concrete	NOUN
fis-1713	44	12	strains	strain	NOUN
fis-1713	44	13	{	{	PUNCT
fis-1713	44	14	εc	εc	VERB
fis-1713	44	15	}	}	PUNCT
fis-1713	44	16	can	can	AUX
fis-1713	44	17	be	be	AUX
fis-1713	44	18	then	then	ADV
fis-1713	44	19	expressed	express	VERB
fis-1713	44	20	as	as	ADP
fis-1713	44	21	:	:	PUNCT
fis-1713	44	22			PROPN
fis-1713	44	23			PROPN
fis-1713	44	24			PROPN
fis-1713	44	25			PROPN
fis-1713	44	26			PROPN
fis-1713	44	27			PROPN
fis-1713	44	28			PROPN
fis-1713	44	29			ADP
fis-1713	44	30			PROPN
fis-1713	44	31			NOUN
fis-1713	44	32			PROPN
fis-1713	44	33			PROPN
fis-1713	44	34	shs	shs	ADJ
fis-1713	44	35	1	1	NUM
fis-1713	44	36	cc	cc	PART
fis-1713	44	37	dd	dd	NOUN
fis-1713	44	38			NOUN
fis-1713	44	39			PUNCT
fis-1713	44	40			NOUN
fis-1713	44	41	.	.	PUNCT
fis-1713	45	1	(	(	PUNCT
fis-1713	45	2	4	4	X
fis-1713	45	3	)	)	PUNCT
fis-1713	45	4	the	the	DET
fis-1713	45	5	strain	strain	NOUN
fis-1713	45	6	vector	vector	NOUN
fis-1713	45	7	{	{	PUNCT
fis-1713	45	8	εcr1	εcr1	PROPN
fis-1713	45	9	}	}	PUNCT
fis-1713	45	10	can	can	AUX
fis-1713	45	11	be	be	AUX
fis-1713	45	12	in	in	ADP
fis-1713	45	13	turn	turn	NOUN
fis-1713	45	14	determined	determine	VERB
fis-1713	45	15	by	by	ADP
fis-1713	45	16	inverting	invert	VERB
fis-1713	45	17	the	the	DET
fis-1713	45	18	equilibrium	equilibrium	NOUN
fis-1713	45	19	equation	equation	NOUN
fis-1713	45	20	at	at	ADP
fis-1713	45	21	crack	crack	NOUN
fis-1713	45	22	location	location	NOUN
fis-1713	45	23	:	:	PUNCT
fis-1713	45	24			PROPN
fis-1713	45	25			PROPN
fis-1713	45	26			ADJ
fis-1713	45	27			ADP
fis-1713	45	28			NOUN
fis-1713	45	29			VERB
fis-1713	45	30	1	1	NUM
fis-1713	45	31	1cr1cr	1cr1cr	NUM
fis-1713	45	32	d	d	NOUN
fis-1713	45	33			PROPN
fis-1713	45	34	,	,	PUNCT
fis-1713	45	35	(	(	PUNCT
fis-1713	45	36	5	5	X
fis-1713	45	37	)	)	PUNCT
fis-1713	45	38	being	be	AUX
fis-1713	45	39	[	[	X
fis-1713	45	40	dcr1	dcr1	X
fis-1713	45	41	]	]	PUNCT
fis-1713	45	42	the	the	DET
fis-1713	45	43	crack	crack	NOUN
fis-1713	45	44	stiffness	stiffness	NOUN
fis-1713	45	45	matrix	matrix	NOUN
fis-1713	45	46	,	,	PUNCT
fis-1713	45	47	whose	whose	DET
fis-1713	45	48	expression	expression	NOUN
fis-1713	45	49	–	–	PUNCT
fis-1713	45	50	which	which	PRON
fis-1713	45	51	is	be	AUX
fis-1713	45	52	not	not	PART
fis-1713	45	53	modified	modify	VERB
fis-1713	45	54	in	in	ADP
fis-1713	45	55	presence	presence	NOUN
fis-1713	45	56	of	of	ADP
fis-1713	45	57	shrinkage	shrinkage	NOUN
fis-1713	45	58	–	–	PUNCT
fis-1713	45	59	can	can	AUX
fis-1713	45	60	be	be	AUX
fis-1713	45	61	still	still	ADV
fis-1713	45	62	found	find	VERB
fis-1713	45	63	in	in	ADP
fis-1713	45	64	[	[	X
fis-1713	45	65	10	10	NUM
fis-1713	45	66	]	]	PUNCT
fis-1713	45	67	.	.	PUNCT
fis-1713	46	1	by	by	ADP
fis-1713	46	2	substituting	substitute	VERB
fis-1713	46	3	eqs	eq	NOUN
fis-1713	46	4	4	4	NUM
fis-1713	46	5	and	and	CCONJ
fis-1713	46	6	5	5	NUM
fis-1713	46	7	into	into	ADP
fis-1713	46	8	the	the	DET
fis-1713	46	9	compatibility	compatibility	NOUN
fis-1713	46	10	eq	eq	NOUN
fis-1713	46	11	.	.	PROPN
fis-1713	46	12	3	3	NUM
fis-1713	46	13	,	,	PUNCT
fis-1713	46	14	the	the	DET
fis-1713	46	15	total	total	ADJ
fis-1713	46	16	stress	stress	NOUN
fis-1713	46	17	{	{	PUNCT
fis-1713	46	18	σ	σ	NOUN
fis-1713	46	19	}	}	PUNCT
fis-1713	46	20	vector	vector	NOUN
fis-1713	46	21	in	in	ADP
fis-1713	46	22	case	case	NOUN
fis-1713	46	23	of	of	ADP
fis-1713	46	24	shrinkage	shrinkage	NOUN
fis-1713	46	25	can	can	AUX
fis-1713	46	26	be	be	AUX
fis-1713	46	27	then	then	ADV
fis-1713	46	28	expressed	express	VERB
fis-1713	46	29	as	as	SCONJ
fis-1713	46	30	follows	follow	VERB
fis-1713	46	31	:	:	PUNCT
fis-1713	46	32			PROPN
fis-1713	46	33			PROPN
fis-1713	46	34			ADJ
fis-1713	46	35			PUNCT
fis-1713	46	36			PROPN
fis-1713	46	37			VERB
fis-1713	46	38			PROPN
fis-1713	46	39			ADJ
fis-1713	46	40			ADP
fis-1713	46	41			ADJ
fis-1713	46	42			PUNCT
fis-1713	46	43			PROPN
fis-1713	46	44			VERB
fis-1713	46	45			PROPN
fis-1713	46	46			PROPN
fis-1713	46	47			PROPN
fis-1713	46	48			PROPN
fis-1713	46	49			ADV
fis-1713	46	50	shs	shs	ADJ
fis-1713	46	51	1	1	NUM
fis-1713	46	52	c	c	NOUN
fis-1713	46	53	11	11	NUM
fis-1713	46	54	1cr	1cr	ADJ
fis-1713	46	55	1	1	NUM
fis-1713	47	1	c	c	NOUN
fis-1713	47	2	ddidd	ddidd	NOUN
fis-1713	47	3			PROPN
fis-1713	47	4			NOUN
fis-1713	47	5			PROPN
fis-1713	47	6	,	,	PUNCT
fis-1713	47	7	(	(	PUNCT
fis-1713	47	8	6	6	X
fis-1713	47	9	)	)	PUNCT
fis-1713	47	10	being	be	AUX
fis-1713	47	11	[	[	X
fis-1713	47	12	i	i	X
fis-1713	47	13	]	]	X
fis-1713	47	14	the	the	DET
fis-1713	47	15	identity	identity	NOUN
fis-1713	47	16	matrix	matrix	NOUN
fis-1713	47	17	.	.	PUNCT
fis-1713	48	1	model	model	NOUN
fis-1713	48	2	validation	validation	NOUN
fis-1713	48	3	he	he	PRON
fis-1713	48	4	effectiveness	effectiveness	NOUN
fis-1713	48	5	of	of	ADP
fis-1713	48	6	the	the	DET
fis-1713	48	7	above	above	ADJ
fis-1713	48	8	described	describe	VERB
fis-1713	48	9	procedure	procedure	NOUN
fis-1713	48	10	,	,	PUNCT
fis-1713	48	11	as	as	ADV
fis-1713	48	12	well	well	ADV
fis-1713	48	13	as	as	ADP
fis-1713	48	14	of	of	ADP
fis-1713	48	15	its	its	PRON
fis-1713	48	16	correct	correct	ADJ
fis-1713	48	17	implementation	implementation	NOUN
fis-1713	48	18	into	into	ADP
fis-1713	48	19	a	a	DET
fis-1713	48	20	commercial	commercial	ADJ
fis-1713	48	21	finite	finite	NOUN
fis-1713	48	22	element	element	NOUN
fis-1713	48	23	(	(	PUNCT
fis-1713	48	24	fe	fe	NOUN
fis-1713	48	25	)	)	PUNCT
fis-1713	48	26	code	code	PROPN
fis-1713	48	27	(	(	PUNCT
fis-1713	48	28	abaqus	abaqus	PROPN
fis-1713	48	29	)	)	PUNCT
fis-1713	48	30	,	,	PUNCT
fis-1713	48	31	are	be	AUX
fis-1713	48	32	verified	verify	VERB
fis-1713	48	33	herein	herein	NOUN
fis-1713	48	34	through	through	ADP
fis-1713	48	35	comparisons	comparison	NOUN
fis-1713	48	36	with	with	ADP
fis-1713	48	37	detailed	detailed	ADJ
fis-1713	48	38	test	test	NOUN
fis-1713	48	39	data	datum	NOUN
fis-1713	48	40	on	on	ADP
fis-1713	48	41	shrunk	shrunk	NOUN
fis-1713	48	42	rc	rc	PROPN
fis-1713	48	43	beams	beam	NOUN
fis-1713	48	44	subjected	subject	VERB
fis-1713	48	45	to	to	ADP
fis-1713	48	46	short	short	ADJ
fis-1713	48	47	-	-	PUNCT
fis-1713	48	48	term	term	NOUN
fis-1713	48	49	bending	bending	NOUN
fis-1713	48	50	.	.	PUNCT
fis-1713	49	1	the	the	DET
fis-1713	49	2	first	first	ADJ
fis-1713	49	3	considered	consider	VERB
fis-1713	49	4	experimental	experimental	ADJ
fis-1713	49	5	program	program	NOUN
fis-1713	49	6	(	(	PUNCT
fis-1713	49	7	carried	carry	VERB
fis-1713	49	8	out	out	ADP
fis-1713	49	9	by	by	ADP
fis-1713	49	10	gribniak	gribniak	NOUN
fis-1713	49	11	,	,	PUNCT
fis-1713	49	12	[	[	X
fis-1713	49	13	13	13	NUM
fis-1713	49	14	]	]	PUNCT
fis-1713	49	15	)	)	PUNCT
fis-1713	49	16	mainly	mainly	ADV
fis-1713	49	17	focuses	focus	VERB
fis-1713	49	18	on	on	ADP
fis-1713	49	19	the	the	DET
fis-1713	49	20	effects	effect	NOUN
fis-1713	49	21	of	of	ADP
fis-1713	49	22	concrete	concrete	ADJ
fis-1713	49	23	shrinkage	shrinkage	NOUN
fis-1713	49	24	on	on	ADP
fis-1713	49	25	beam	beam	NOUN
fis-1713	49	26	deflection	deflection	NOUN
fis-1713	49	27	and	and	CCONJ
fis-1713	49	28	first	first	ADJ
fis-1713	49	29	cracking	crack	VERB
fis-1713	49	30	moment	moment	NOUN
fis-1713	49	31	in	in	ADP
fis-1713	49	32	case	case	NOUN
fis-1713	49	33	of	of	ADP
fis-1713	49	34	different	different	ADJ
fis-1713	49	35	amounts	amount	NOUN
fis-1713	49	36	of	of	ADP
fis-1713	49	37	top	top	ADJ
fis-1713	49	38	reinforcement	reinforcement	NOUN
fis-1713	49	39	,	,	PUNCT
fis-1713	49	40	while	while	SCONJ
fis-1713	49	41	the	the	DET
fis-1713	49	42	second	second	ADJ
fis-1713	49	43	one	one	NOUN
fis-1713	49	44	(	(	PUNCT
fis-1713	49	45	by	by	ADP
fis-1713	49	46	sato	sato	PROPN
fis-1713	49	47	et	et	PROPN
fis-1713	49	48	al	al	PROPN
fis-1713	49	49	.	.	PUNCT
fis-1713	50	1	[	[	X
fis-1713	50	2	14	14	NUM
fis-1713	50	3	]	]	PUNCT
fis-1713	50	4	)	)	PUNCT
fis-1713	50	5	compares	compare	VERB
fis-1713	50	6	the	the	DET
fis-1713	50	7	flexural	flexural	ADJ
fis-1713	50	8	behavior	behavior	NOUN
fis-1713	50	9	of	of	ADP
fis-1713	50	10	rc	rc	PROPN
fis-1713	50	11	beams	beam	NOUN
fis-1713	50	12	subjected	subject	VERB
fis-1713	50	13	or	or	CCONJ
fis-1713	50	14	not	not	PART
fis-1713	50	15	to	to	PART
fis-1713	50	16	shrinkage	shrinkage	VERB
fis-1713	50	17	prior	prior	ADV
fis-1713	50	18	to	to	ADP
fis-1713	50	19	loading	loading	NOUN
fis-1713	50	20	.	.	PUNCT
fis-1713	51	1	numerical	numerical	PROPN
fis-1713	51	2	vs.	vs.	ADP
fis-1713	51	3	experimental	experimental	ADJ
fis-1713	51	4	results	result	NOUN
fis-1713	51	5	for	for	ADP
fis-1713	51	6	rc	rc	PROPN
fis-1713	51	7	beams	beam	NOUN
fis-1713	51	8	with	with	ADP
fis-1713	51	9	different	different	ADJ
fis-1713	51	10	amounts	amount	NOUN
fis-1713	51	11	of	of	ADP
fis-1713	51	12	top	top	ADJ
fis-1713	51	13	reinforcement	reinforcement	NOUN
fis-1713	51	14	[	[	X
fis-1713	51	15	13	13	NUM
fis-1713	51	16	]	]	SYM
fis-1713	51	17	four	four	NUM
fis-1713	51	18	rc	rc	PROPN
fis-1713	51	19	beams	beam	NOUN
fis-1713	51	20	tested	test	VERB
fis-1713	51	21	by	by	ADP
fis-1713	51	22	gribniak	gribniak	NOUN
fis-1713	52	1	[	[	X
fis-1713	52	2	13	13	NUM
fis-1713	52	3	]	]	PUNCT
fis-1713	52	4	–	–	PUNCT
fis-1713	52	5	respectively	respectively	ADV
fis-1713	52	6	named	name	VERB
fis-1713	52	7	s1	s1	NOUN
fis-1713	52	8	,	,	PUNCT
fis-1713	52	9	s1r	s1r	PROPN
fis-1713	52	10	,	,	PUNCT
fis-1713	52	11	s2	s2	NOUN
fis-1713	52	12	,	,	PUNCT
fis-1713	52	13	s2r	s2r	ADV
fis-1713	52	14	–	–	PUNCT
fis-1713	52	15	and	and	CCONJ
fis-1713	52	16	subjected	subject	VERB
fis-1713	52	17	to	to	ADP
fis-1713	52	18	four	four	NUM
fis-1713	52	19	-	-	PUNCT
fis-1713	52	20	point	point	NOUN
fis-1713	52	21	bending	bending	NOUN
fis-1713	52	22	are	be	AUX
fis-1713	52	23	first	first	ADV
fis-1713	52	24	analyzed	analyze	VERB
fis-1713	52	25	.	.	PUNCT
fis-1713	53	1	the	the	DET
fis-1713	53	2	considered	consider	VERB
fis-1713	53	3	specimens	specimen	NOUN
fis-1713	53	4	were	be	AUX
fis-1713	53	5	characterized	characterize	VERB
fis-1713	53	6	by	by	ADP
fis-1713	53	7	the	the	DET
fis-1713	53	8	same	same	ADJ
fis-1713	53	9	geometry	geometry	NOUN
fis-1713	53	10	,	,	PUNCT
fis-1713	53	11	with	with	ADP
fis-1713	53	12	a	a	DET
fis-1713	53	13	rectangular	rectangular	ADJ
fis-1713	53	14	cross	cross	NOUN
fis-1713	53	15	-	-	NOUN
fis-1713	53	16	section	section	NOUN
fis-1713	53	17	(	(	PUNCT
fis-1713	53	18	300	300	NUM
fis-1713	53	19	mm	mm	INTJ
fis-1713	53	20	deep	deep	ADJ
fis-1713	53	21	and	and	CCONJ
fis-1713	53	22	280	280	NUM
fis-1713	53	23	mm	mm	NOUN
fis-1713	53	24	wide	wide	ADJ
fis-1713	53	25	)	)	PUNCT
fis-1713	53	26	and	and	CCONJ
fis-1713	53	27	a	a	DET
fis-1713	53	28	total	total	ADJ
fis-1713	53	29	length	length	NOUN
fis-1713	53	30	equal	equal	ADJ
fis-1713	53	31	to	to	ADP
fis-1713	53	32	3280	3280	NUM
fis-1713	53	33	mm	mm	NOUN
fis-1713	53	34	,	,	PUNCT
fis-1713	53	35	with	with	ADP
fis-1713	53	36	a	a	DET
fis-1713	53	37	net	net	ADJ
fis-1713	53	38	span	span	NOUN
fis-1713	53	39	of	of	ADP
fis-1713	53	40	3000	3000	NUM
fis-1713	53	41	mm	mm	NOUN
fis-1713	53	42	.	.	PUNCT
fis-1713	53	43	series	series	PROPN
fis-1713	53	44	1	1	NUM
fis-1713	53	45	and	and	CCONJ
fis-1713	53	46	2	2	NUM
fis-1713	53	47	were	be	AUX
fis-1713	53	48	obtained	obtain	VERB
fis-1713	53	49	from	from	ADP
fis-1713	53	50	different	different	ADJ
fis-1713	53	51	concrete	concrete	ADJ
fis-1713	53	52	batches	batch	NOUN
fis-1713	53	53	,	,	PUNCT
fis-1713	53	54	showing	show	VERB
fis-1713	53	55	slightly	slightly	ADV
fis-1713	53	56	different	different	ADJ
fis-1713	53	57	compressive	compressive	ADJ
fis-1713	53	58	strengths	strength	NOUN
fis-1713	53	59	fc	fc	INTJ
fis-1713	53	60	,	,	PUNCT
fis-1713	53	61	as	as	SCONJ
fis-1713	53	62	reported	report	VERB
fis-1713	53	63	in	in	ADP
fis-1713	53	64	tab	tab	NOUN
fis-1713	53	65	.	.	PUNCT
fis-1713	54	1	1	1	X
fis-1713	54	2	.	.	X
fis-1713	54	3	sample	sample	NOUN
fis-1713	54	4	steel	steel	NOUN
fis-1713	54	5	concrete	concrete	NOUN
fis-1713	54	6	as	as	ADP
fis-1713	54	7	,	,	PUNCT
fis-1713	54	8	bottom	bottom	NOUN
fis-1713	54	9	[	[	X
fis-1713	54	10	mm2	mm2	X
fis-1713	54	11	]	]	X
fis-1713	54	12	as	as	ADP
fis-1713	54	13	,	,	PUNCT
fis-1713	54	14	top	top	ADJ
fis-1713	54	15	[	[	X
fis-1713	54	16	mm2	mm2	X
fis-1713	54	17	]	]	X
fis-1713	54	18	es	es	X
fis-1713	54	19	[	[	X
fis-1713	54	20	gpa	gpa	PROPN
fis-1713	54	21	]	]	PUNCT
fis-1713	54	22	fsy	fsy	PROPN
fis-1713	54	23	[	[	X
fis-1713	54	24	mpa	mpa	X
fis-1713	54	25	]	]	X
fis-1713	54	26	fc	fc	PROPN
fis-1713	55	1	[	[	X
fis-1713	55	2	mpa	mpa	X
fis-1713	55	3	]	]	X
fis-1713	55	4	εsh	εsh	NOUN
fis-1713	55	5	(	(	PUNCT
fis-1713	55	6	10	10	NUM
fis-1713	55	7	-	-	SYM
fis-1713	55	8	6	6	NUM
fis-1713	55	9	)	)	PUNCT
fis-1713	55	10	φc	φc	NOUN
fis-1713	55	11	s1	s1	NOUN
fis-1713	55	12	309.0	309.0	NUM
fis-1713	55	13	56.6	56.6	NUM
fis-1713	55	14	212	212	NUM
fis-1713	55	15	566	566	NUM
fis-1713	55	16	47.3	47.3	NUM
fis-1713	55	17	-194.6	-194.6	PROPN
fis-1713	55	18	1.6	1.6	NUM
fis-1713	55	19	s1r	s1r	NOUN
fis-1713	55	20	309.0	309.0	NUM
fis-1713	55	21	749	749	NUM
fis-1713	55	22	212	212	NUM
fis-1713	55	23	566	566	NUM
fis-1713	55	24	47.3	47.3	NUM
fis-1713	55	25	-188.2	-188.2	NOUN
fis-1713	55	26	1.6	1.6	NUM
fis-1713	55	27	s2	s2	NOUN
fis-1713	55	28	309.0	309.0	NUM
fis-1713	55	29	56.6	56.6	NUM
fis-1713	55	30	212	212	NUM
fis-1713	55	31	566	566	NUM
fis-1713	55	32	48.7	48.7	NUM
fis-1713	55	33	-152.6	-152.6	PROPN
fis-1713	55	34	1.4	1.4	NUM
fis-1713	55	35	s2r	s2r	PROPN
fis-1713	56	1	309.0	309.0	NUM
fis-1713	56	2	749	749	NUM
fis-1713	56	3	212	212	NUM
fis-1713	56	4	566	566	NUM
fis-1713	56	5	48.2	48.2	NUM
fis-1713	56	6	-155.7	-155.7	PROPN
fis-1713	56	7	1.4	1.4	NUM
fis-1713	56	8	table	table	NOUN
fis-1713	56	9	1	1	NUM
fis-1713	56	10	:	:	PUNCT
fis-1713	56	11	material	material	NOUN
fis-1713	56	12	properties	property	NOUN
fis-1713	56	13	of	of	ADP
fis-1713	56	14	rc	rc	PROPN
fis-1713	56	15	beams	beam	NOUN
fis-1713	56	16	tested	test	VERB
fis-1713	56	17	by	by	ADP
fis-1713	56	18	gribniak	gribniak	NOUN
fis-1713	56	19	[	[	X
fis-1713	56	20	13	13	NUM
fis-1713	56	21	]	]	PUNCT
fis-1713	56	22	.	.	PUNCT
fis-1713	57	1	all	all	DET
fis-1713	57	2	the	the	DET
fis-1713	57	3	specimens	specimen	NOUN
fis-1713	57	4	contained	contain	VERB
fis-1713	57	5	the	the	DET
fis-1713	57	6	same	same	ADJ
fis-1713	57	7	amount	amount	NOUN
fis-1713	57	8	of	of	ADP
fis-1713	57	9	lower	low	ADJ
fis-1713	57	10	tensile	tensile	NOUN
fis-1713	57	11	reinforcement	reinforcement	NOUN
fis-1713	57	12	(	(	PUNCT
fis-1713	57	13	denoted	denote	VERB
fis-1713	57	14	as	as	ADP
fis-1713	57	15	as	as	ADP
fis-1713	57	16	,	,	PUNCT
fis-1713	57	17	bottom	bottom	NOUN
fis-1713	57	18	in	in	ADP
fis-1713	57	19	tab	tab	NOUN
fis-1713	57	20	.	.	PUNCT
fis-1713	58	1	1	1	NUM
fis-1713	58	2	,	,	PUNCT
fis-1713	58	3	corresponding	correspond	VERB
fis-1713	58	4	to	to	ADP
fis-1713	58	5	4ϕ10	4ϕ10	PROPN
fis-1713	58	6	mm	mm	PROPN
fis-1713	58	7	bars	bar	NOUN
fis-1713	58	8	)	)	PUNCT
fis-1713	58	9	,	,	PUNCT
fis-1713	58	10	as	as	ADV
fis-1713	58	11	well	well	ADV
fis-1713	58	12	as	as	ADP
fis-1713	58	13	of	of	ADP
fis-1713	58	14	transverse	transverse	NOUN
fis-1713	58	15	reinforcement	reinforcement	NOUN
fis-1713	58	16	(	(	PUNCT
fis-1713	58	17	ϕ6	ϕ6	PROPN
fis-1713	58	18	mm	mm	PROPN
fis-1713	58	19	/	/	SYM
fis-1713	58	20	100	100	NUM
fis-1713	58	21	mm	mm	NOUN
fis-1713	58	22	spaced	space	VERB
fis-1713	58	23	)	)	PUNCT
fis-1713	58	24	.	.	PUNCT
fis-1713	59	1	the	the	DET
fis-1713	59	2	two	two	NUM
fis-1713	59	3	specimens	specimen	NOUN
fis-1713	59	4	with	with	ADP
fis-1713	59	5	designation	designation	NOUN
fis-1713	59	6	“	"	PUNCT
fis-1713	59	7	r	r	NOUN
fis-1713	59	8	”	"	PUNCT
fis-1713	59	9	had	have	VERB
fis-1713	59	10	an	an	DET
fis-1713	59	11	higher	high	ADJ
fis-1713	59	12	amount	amount	NOUN
fis-1713	59	13	of	of	ADP
fis-1713	59	14	top	top	ADJ
fis-1713	59	15	reinforcement	reinforcement	NOUN
fis-1713	59	16	(	(	PUNCT
fis-1713	59	17	as	as	ADP
fis-1713	59	18	,	,	PUNCT
fis-1713	59	19	top	top	ADJ
fis-1713	59	20	,	,	PUNCT
fis-1713	59	21	tab	tab	NOUN
fis-1713	59	22	.	.	NOUN
fis-1713	59	23	1	1	NUM
fis-1713	59	24	)	)	PUNCT
fis-1713	59	25	,	,	PUNCT
fis-1713	59	26	constituted	constitute	VERB
fis-1713	59	27	by	by	ADP
fis-1713	59	28	3ϕ18	3ϕ18	NUM
fis-1713	59	29	mm	mm	PROPN
fis-1713	59	30	bars	bar	NOUN
fis-1713	59	31	,	,	PUNCT
fis-1713	59	32	instead	instead	ADV
fis-1713	59	33	of	of	ADP
fis-1713	59	34	2ϕ6	2ϕ6	NUM
fis-1713	59	35	mm	mm	NUM
fis-1713	59	36	bars	bar	NOUN
fis-1713	59	37	.	.	PUNCT
fis-1713	60	1	the	the	DET
fis-1713	60	2	main	main	ADJ
fis-1713	60	3	mechanical	mechanical	ADJ
fis-1713	60	4	properties	property	NOUN
fis-1713	60	5	of	of	ADP
fis-1713	60	6	steel	steel	NOUN
fis-1713	60	7	reinforcement	reinforcement	NOUN
fis-1713	60	8	are	be	AUX
fis-1713	60	9	summarized	summarize	VERB
fis-1713	60	10	in	in	ADP
fis-1713	60	11	tab	tab	NOUN
fis-1713	60	12	.	.	PUNCT
fis-1713	60	13	1	1	NUM
fis-1713	60	14	for	for	ADP
fis-1713	60	15	reading	read	VERB
fis-1713	60	16	convenience	convenience	NOUN
fis-1713	60	17	,	,	PUNCT
fis-1713	60	18	together	together	ADV
fis-1713	60	19	with	with	ADP
fis-1713	60	20	t	t	PROPN
fis-1713	61	1	p.	p.	PROPN
fis-1713	61	2	bernardi	bernardi	PROPN
fis-1713	61	3	et	et	PROPN
fis-1713	61	4	alii	alii	PROPN
fis-1713	61	5	,	,	PUNCT
fis-1713	61	6	frattura	frattura	PROPN
fis-1713	61	7	ed	ed	PROPN
fis-1713	61	8	integrità	integrità	PROPN
fis-1713	61	9	strutturale	strutturale	PROPN
fis-1713	61	10	,	,	PUNCT
fis-1713	61	11	37	37	NUM
fis-1713	61	12	(	(	PUNCT
fis-1713	61	13	2016	2016	NUM
fis-1713	61	14	)	)	PUNCT
fis-1713	61	15	15	15	NUM
fis-1713	61	16	-	-	SYM
fis-1713	61	17	21	21	NUM
fis-1713	61	18	;	;	PUNCT
fis-1713	61	19	doi	doi	NOUN
fis-1713	61	20	:	:	PUNCT
fis-1713	61	21	10.3221	10.3221	NUM
fis-1713	61	22	/	/	SYM
fis-1713	61	23	igf	igf	PROPN
fis-1713	61	24	-	-	PROPN
fis-1713	61	25	esis.37.03	esis.37.03	PROPN
fis-1713	61	26	18	18	NUM
fis-1713	61	27	concrete	concrete	ADJ
fis-1713	61	28	compressive	compressive	ADJ
fis-1713	61	29	strength	strength	NOUN
fis-1713	61	30	fc	fc	PROPN
fis-1713	61	31	,	,	PUNCT
fis-1713	61	32	shrinkage	shrinkage	VERB
fis-1713	61	33	strains	strain	VERB
fis-1713	61	34	εsh	εsh	NOUN
fis-1713	61	35	and	and	CCONJ
fis-1713	61	36	creep	creep	PROPN
fis-1713	61	37	coefficient	coefficient	PROPN
fis-1713	61	38	φc	φc	PROPN
fis-1713	61	39	measured	measure	VERB
fis-1713	61	40	at	at	ADP
fis-1713	61	41	the	the	DET
fis-1713	61	42	test	test	NOUN
fis-1713	61	43	date	date	NOUN
fis-1713	61	44	(	(	PUNCT
fis-1713	61	45	see	see	VERB
fis-1713	61	46	[	[	X
fis-1713	61	47	13	13	NUM
fis-1713	61	48	]	]	PUNCT
fis-1713	61	49	for	for	ADP
fis-1713	61	50	details	detail	NOUN
fis-1713	61	51	)	)	PUNCT
fis-1713	61	52	.	.	PUNCT
fis-1713	62	1	the	the	DET
fis-1713	62	2	experimental	experimental	ADJ
fis-1713	62	3	value	value	NOUN
fis-1713	62	4	of	of	ADP
fis-1713	62	5	εsh	εsh	NOUN
fis-1713	62	6	is	be	AUX
fis-1713	62	7	used	use	VERB
fis-1713	62	8	herein	herein	NOUN
fis-1713	62	9	to	to	PART
fis-1713	62	10	compose	compose	VERB
fis-1713	62	11	the	the	DET
fis-1713	62	12	shrinkage	shrinkage	NOUN
fis-1713	62	13	strain	strain	NOUN
fis-1713	62	14	vector	vector	NOUN
fis-1713	62	15	that	that	PRON
fis-1713	62	16	must	must	AUX
fis-1713	62	17	be	be	AUX
fis-1713	62	18	defined	define	VERB
fis-1713	62	19	in	in	ADP
fis-1713	62	20	the	the	DET
fis-1713	62	21	numerical	numerical	ADJ
fis-1713	62	22	model	model	NOUN
fis-1713	62	23	,	,	PUNCT
fis-1713	62	24	as	as	SCONJ
fis-1713	62	25	described	describe	VERB
fis-1713	62	26	in	in	ADP
fis-1713	62	27	the	the	DET
fis-1713	62	28	previous	previous	ADJ
fis-1713	62	29	section	section	NOUN
fis-1713	62	30	.	.	PUNCT
fis-1713	63	1	since	since	SCONJ
fis-1713	63	2	shrinkage	shrinkage	NOUN
fis-1713	63	3	-	-	PUNCT
fis-1713	63	4	induced	induce	VERB
fis-1713	63	5	stresses	stress	NOUN
fis-1713	63	6	develop	develop	VERB
fis-1713	63	7	gradually	gradually	ADV
fis-1713	63	8	with	with	ADP
fis-1713	63	9	time	time	NOUN
fis-1713	63	10	,	,	PUNCT
fis-1713	63	11	the	the	DET
fis-1713	63	12	relief	relief	NOUN
fis-1713	63	13	caused	cause	VERB
fis-1713	63	14	by	by	ADP
fis-1713	63	15	creep	creep	PROPN
fis-1713	63	16	should	should	AUX
fis-1713	63	17	be	be	AUX
fis-1713	63	18	included	include	VERB
fis-1713	63	19	in	in	ADP
fis-1713	63	20	numerical	numerical	ADJ
fis-1713	63	21	simulations	simulation	NOUN
fis-1713	63	22	,	,	PUNCT
fis-1713	63	23	as	as	SCONJ
fis-1713	63	24	suggested	suggest	VERB
fis-1713	63	25	by	by	ADP
fis-1713	63	26	many	many	ADJ
fis-1713	63	27	authors	author	NOUN
fis-1713	63	28	in	in	ADP
fis-1713	63	29	the	the	DET
fis-1713	63	30	literature	literature	NOUN
fis-1713	63	31	(	(	PUNCT
fis-1713	63	32	e.g.	e.g.	ADV
fis-1713	63	33	,	,	PUNCT
fis-1713	63	34	[	[	X
fis-1713	63	35	1	1	NUM
fis-1713	63	36	,	,	PUNCT
fis-1713	63	37	8	8	NUM
fis-1713	63	38	]	]	NUM
fis-1713	63	39	)	)	PUNCT
fis-1713	63	40	.	.	PUNCT
fis-1713	64	1	the	the	DET
fis-1713	64	2	creep	creep	PROPN
fis-1713	64	3	coefficient	coefficient	PROPN
fis-1713	64	4	φc	φc	PROPN
fis-1713	64	5	reported	report	VERB
fis-1713	64	6	in	in	ADP
fis-1713	64	7	tab	tab	NOUN
fis-1713	64	8	.	.	PUNCT
fis-1713	64	9	1	1	NUM
fis-1713	64	10	is	be	AUX
fis-1713	64	11	therefore	therefore	ADV
fis-1713	64	12	adopted	adopt	VERB
fis-1713	64	13	in	in	ADP
fis-1713	64	14	the	the	DET
fis-1713	64	15	initial	initial	ADJ
fis-1713	64	16	step	step	NOUN
fis-1713	64	17	of	of	ADP
fis-1713	64	18	the	the	DET
fis-1713	64	19	analyses	analysis	NOUN
fis-1713	64	20	to	to	PART
fis-1713	64	21	correct	correct	VERB
fis-1713	64	22	the	the	DET
fis-1713	64	23	stresses	stress	NOUN
fis-1713	64	24	in	in	ADP
fis-1713	64	25	concrete	concrete	NOUN
fis-1713	64	26	,	,	PUNCT
fis-1713	64	27	by	by	ADP
fis-1713	64	28	applying	apply	VERB
fis-1713	64	29	the	the	DET
fis-1713	64	30	effective	effective	ADJ
fis-1713	64	31	modulus	modulus	ADJ
fis-1713	64	32	method	method	NOUN
fis-1713	64	33	[	[	X
fis-1713	64	34	1	1	NUM
fis-1713	64	35	]	]	PUNCT
fis-1713	64	36	.	.	PUNCT
fis-1713	65	1	all	all	DET
fis-1713	65	2	tests	test	NOUN
fis-1713	65	3	were	be	AUX
fis-1713	65	4	carried	carry	VERB
fis-1713	65	5	out	out	ADP
fis-1713	65	6	under	under	ADP
fis-1713	65	7	loading	loading	NOUN
fis-1713	65	8	control	control	NOUN
fis-1713	65	9	.	.	PUNCT
fis-1713	66	1	on	on	ADP
fis-1713	66	2	the	the	DET
fis-1713	66	3	contrary	contrary	NOUN
fis-1713	66	4	,	,	PUNCT
fis-1713	66	5	numerical	numerical	ADJ
fis-1713	66	6	analyses	analysis	NOUN
fis-1713	66	7	are	be	AUX
fis-1713	66	8	performed	perform	VERB
fis-1713	66	9	under	under	ADP
fis-1713	66	10	displacement	displacement	ADJ
fis-1713	66	11	control	control	NOUN
fis-1713	66	12	,	,	PUNCT
fis-1713	66	13	in	in	ADP
fis-1713	66	14	order	order	NOUN
fis-1713	66	15	to	to	PART
fis-1713	66	16	achieve	achieve	VERB
fis-1713	66	17	a	a	DET
fis-1713	66	18	better	well	ADJ
fis-1713	66	19	numerical	numerical	ADJ
fis-1713	66	20	convergence	convergence	NOUN
fis-1713	66	21	.	.	PUNCT
fis-1713	67	1	taking	take	VERB
fis-1713	67	2	advantage	advantage	NOUN
fis-1713	67	3	of	of	ADP
fis-1713	67	4	the	the	DET
fis-1713	67	5	symmetry	symmetry	NOUN
fis-1713	67	6	of	of	ADP
fis-1713	67	7	the	the	DET
fis-1713	67	8	problem	problem	NOUN
fis-1713	67	9	,	,	PUNCT
fis-1713	67	10	only	only	ADV
fis-1713	67	11	one	one	NUM
fis-1713	67	12	half	half	NOUN
fis-1713	67	13	of	of	ADP
fis-1713	67	14	each	each	DET
fis-1713	67	15	beam	beam	NOUN
fis-1713	67	16	is	be	AUX
fis-1713	67	17	simulated	simulate	VERB
fis-1713	67	18	,	,	PUNCT
fis-1713	67	19	by	by	ADP
fis-1713	67	20	adopting	adopt	VERB
fis-1713	67	21	a	a	DET
fis-1713	67	22	fe	fe	NOUN
fis-1713	67	23	mesh	mesh	NOUN
fis-1713	67	24	constituted	constitute	VERB
fis-1713	67	25	by	by	ADP
fis-1713	67	26	quadratic	quadratic	ADJ
fis-1713	67	27	,	,	PUNCT
fis-1713	67	28	isoparametric	isoparametric	ADJ
fis-1713	67	29	8	8	NUM
fis-1713	67	30	-	-	PUNCT
fis-1713	67	31	node	node	ADJ
fis-1713	67	32	membrane	membrane	NOUN
fis-1713	67	33	elements	element	NOUN
fis-1713	67	34	with	with	ADP
fis-1713	67	35	reduced	reduced	ADJ
fis-1713	67	36	integration	integration	NOUN
fis-1713	67	37	(	(	PUNCT
fis-1713	67	38	4	4	NUM
fis-1713	67	39	gauss	gauss	ADJ
fis-1713	67	40	integration	integration	NOUN
fis-1713	67	41	points	point	NOUN
fis-1713	67	42	)	)	PUNCT
fis-1713	67	43	.	.	PUNCT
fis-1713	68	1	0	0	NUM
fis-1713	69	1	20	20	NUM
fis-1713	69	2	40	40	NUM
fis-1713	69	3	60	60	NUM
fis-1713	69	4	80	80	NUM
fis-1713	69	5	100	100	NUM
fis-1713	69	6	0	0	NUM
fis-1713	69	7	3	3	NUM
fis-1713	69	8	6	6	NUM
fis-1713	69	9	9	9	NUM
fis-1713	69	10	12	12	NUM
fis-1713	69	11	15	15	NUM
fis-1713	69	12	s1	s1	NOUN
fis-1713	69	13	experimental	experimental	ADJ
fis-1713	69	14	[	[	X
fis-1713	69	15	13	13	NUM
fis-1713	69	16	]	]	X
fis-1713	69	17	numerical	numerical	NOUN
fis-1713	69	18	p	p	PROPN
fis-1713	70	1	[	[	X
fis-1713	70	2	kn	kn	X
fis-1713	70	3	]	]	X
fis-1713	70	4	δ	δ	PROPN
fis-1713	71	1	[	[	X
fis-1713	71	2	mm	mm	X
fis-1713	71	3	]	]	X
fis-1713	71	4	p	p	X
fis-1713	72	1	[	[	X
fis-1713	72	2	kn	kn	X
fis-1713	72	3	]	]	X
fis-1713	72	4	δ	δ	PROPN
fis-1713	73	1	[	[	X
fis-1713	73	2	mm	mm	X
fis-1713	73	3	]	]	X
fis-1713	73	4	(	(	PUNCT
fis-1713	73	5	a	a	PRON
fis-1713	73	6	)	)	PUNCT
fis-1713	73	7	mcr	mcr	PROPN
fis-1713	73	8	,	,	PUNCT
fis-1713	73	9	exp	exp	NOUN
fis-1713	73	10	[	[	X
fis-1713	73	11	knm	knm	X
fis-1713	73	12	]	]	X
fis-1713	73	13	16.8	16.8	NUM
fis-1713	73	14	mcr	mcr	NOUN
fis-1713	73	15	,	,	PUNCT
fis-1713	73	16	num	num	PUNCT
fis-1713	74	1	[	[	X
fis-1713	74	2	knm	knm	X
fis-1713	74	3	]	]	X
fis-1713	74	4	14.9	14.9	NUM
fis-1713	74	5	δi	δi	NOUN
fis-1713	74	6	,	,	PUNCT
fis-1713	74	7	num	num	PROPN
fis-1713	75	1	[	[	X
fis-1713	75	2	mm	mm	X
fis-1713	75	3	]	]	X
fis-1713	75	4	0.13	0.13	NUM
fis-1713	75	5	0	0	NUM
fis-1713	75	6	20	20	NUM
fis-1713	75	7	40	40	NUM
fis-1713	75	8	60	60	NUM
fis-1713	75	9	80	80	NUM
fis-1713	75	10	100	100	NUM
fis-1713	75	11	0	0	NUM
fis-1713	75	12	3	3	NUM
fis-1713	75	13	6	6	NUM
fis-1713	75	14	9	9	NUM
fis-1713	75	15	12	12	NUM
fis-1713	75	16	15	15	NUM
fis-1713	75	17	s1r	s1r	NOUN
fis-1713	75	18	experimental	experimental	ADJ
fis-1713	75	19	[	[	X
fis-1713	75	20	13	13	NUM
fis-1713	75	21	]	]	X
fis-1713	75	22	numerical	numerical	NOUN
fis-1713	75	23	p	p	PROPN
fis-1713	76	1	[	[	X
fis-1713	76	2	kn	kn	X
fis-1713	76	3	]	]	X
fis-1713	76	4	δ	δ	PROPN
fis-1713	77	1	[	[	X
fis-1713	77	2	mm	mm	X
fis-1713	77	3	]	]	X
fis-1713	77	4	(	(	PUNCT
fis-1713	77	5	b	b	NOUN
fis-1713	77	6	)	)	PUNCT
fis-1713	77	7	mcr	mcr	PROPN
fis-1713	77	8	,	,	PUNCT
fis-1713	77	9	exp	exp	NOUN
fis-1713	77	10	[	[	X
fis-1713	77	11	knm	knm	X
fis-1713	77	12	]	]	X
fis-1713	77	13	19.8	19.8	NUM
fis-1713	77	14	mcr	mcr	NOUN
fis-1713	77	15	,	,	PUNCT
fis-1713	77	16	num	num	PROPN
fis-1713	78	1	[	[	X
fis-1713	78	2	knm	knm	X
fis-1713	78	3	]	]	X
fis-1713	78	4	17.5	17.5	NUM
fis-1713	78	5	δi	δi	NOUN
fis-1713	78	6	,	,	PUNCT
fis-1713	78	7	num	num	PROPN
fis-1713	79	1	[	[	X
fis-1713	79	2	mm	mm	X
fis-1713	79	3	]	]	X
fis-1713	79	4	-0.16	-0.16	NUM
fis-1713	79	5	0	0	NUM
fis-1713	79	6	20	20	NUM
fis-1713	79	7	40	40	NUM
fis-1713	79	8	60	60	NUM
fis-1713	79	9	80	80	NUM
fis-1713	79	10	100	100	NUM
fis-1713	79	11	0	0	NUM
fis-1713	79	12	3	3	NUM
fis-1713	79	13	6	6	NUM
fis-1713	79	14	9	9	NUM
fis-1713	79	15	12	12	NUM
fis-1713	79	16	15	15	NUM
fis-1713	79	17	s2	s2	NOUN
fis-1713	79	18	experimental	experimental	ADJ
fis-1713	79	19	[	[	X
fis-1713	79	20	13	13	NUM
fis-1713	79	21	]	]	X
fis-1713	79	22	numerical	numerical	NOUN
fis-1713	79	23	p	p	PROPN
fis-1713	80	1	[	[	X
fis-1713	80	2	kn	kn	X
fis-1713	80	3	]	]	X
fis-1713	80	4	δ	δ	PROPN
fis-1713	81	1	[	[	X
fis-1713	81	2	mm	mm	X
fis-1713	81	3	]	]	X
fis-1713	81	4	(	(	PUNCT
fis-1713	81	5	c	c	NOUN
fis-1713	81	6	)	)	PUNCT
fis-1713	81	7	mcr	mcr	PROPN
fis-1713	81	8	,	,	PUNCT
fis-1713	81	9	exp	exp	NOUN
fis-1713	81	10	[	[	X
fis-1713	81	11	knm	knm	X
fis-1713	81	12	]	]	X
fis-1713	81	13	15.9	15.9	NUM
fis-1713	81	14	mcr	mcr	NOUN
fis-1713	81	15	,	,	PUNCT
fis-1713	81	16	num	num	PUNCT
fis-1713	82	1	[	[	X
fis-1713	82	2	knm	knm	X
fis-1713	82	3	]	]	X
fis-1713	82	4	15.4	15.4	NUM
fis-1713	82	5	δi	δi	NOUN
fis-1713	82	6	,	,	PUNCT
fis-1713	82	7	num	num	PROPN
fis-1713	83	1	[	[	X
fis-1713	83	2	mm	mm	X
fis-1713	83	3	]	]	X
fis-1713	83	4	0.09	0.09	NUM
fis-1713	83	5	0	0	NUM
fis-1713	83	6	20	20	NUM
fis-1713	83	7	40	40	NUM
fis-1713	83	8	60	60	NUM
fis-1713	83	9	80	80	NUM
fis-1713	83	10	100	100	NUM
fis-1713	83	11	0	0	NUM
fis-1713	83	12	3	3	NUM
fis-1713	83	13	6	6	NUM
fis-1713	83	14	9	9	NUM
fis-1713	83	15	12	12	NUM
fis-1713	83	16	15	15	NUM
fis-1713	83	17	s2r	s2r	ADJ
fis-1713	83	18	experimental	experimental	ADJ
fis-1713	83	19	[	[	X
fis-1713	83	20	13	13	NUM
fis-1713	83	21	]	]	X
fis-1713	83	22	numerical	numerical	NOUN
fis-1713	83	23	p	p	PROPN
fis-1713	84	1	[	[	X
fis-1713	84	2	kn	kn	X
fis-1713	84	3	]	]	X
fis-1713	84	4	δ	δ	PROPN
fis-1713	85	1	[	[	X
fis-1713	85	2	mm	mm	X
fis-1713	85	3	]	]	X
fis-1713	85	4	(	(	PUNCT
fis-1713	85	5	d	d	NOUN
fis-1713	85	6	)	)	PUNCT
fis-1713	85	7	mcr	mcr	PROPN
fis-1713	85	8	,	,	PUNCT
fis-1713	85	9	exp	exp	NOUN
fis-1713	85	10	[	[	X
fis-1713	85	11	knm	knm	X
fis-1713	85	12	]	]	X
fis-1713	85	13	17.9	17.9	NUM
fis-1713	85	14	mcr	mcr	NOUN
fis-1713	85	15	,	,	PUNCT
fis-1713	85	16	num	num	PUNCT
fis-1713	85	17	[	[	X
fis-1713	85	18	knm	knm	X
fis-1713	85	19	]	]	X
fis-1713	85	20	17.6	17.6	NUM
fis-1713	85	21	δi	δi	NOUN
fis-1713	85	22	,	,	PUNCT
fis-1713	85	23	num	num	PROPN
fis-1713	86	1	[	[	X
fis-1713	86	2	mm	mm	X
fis-1713	86	3	]	]	X
fis-1713	86	4	-0.13	-0.13	NUM
fis-1713	86	5	figure	figure	NOUN
fis-1713	86	6	1	1	NUM
fis-1713	86	7	:	:	PUNCT
fis-1713	86	8	comparison	comparison	NOUN
fis-1713	86	9	between	between	ADP
fis-1713	86	10	numerical	numerical	ADJ
fis-1713	86	11	and	and	CCONJ
fis-1713	86	12	experimental	experimental	ADJ
fis-1713	86	13	[	[	X
fis-1713	86	14	13	13	NUM
fis-1713	86	15	]	]	PUNCT
fis-1713	86	16	results	result	NOUN
fis-1713	86	17	in	in	ADP
fis-1713	86	18	terms	term	NOUN
fis-1713	86	19	of	of	ADP
fis-1713	86	20	total	total	ADJ
fis-1713	86	21	applied	apply	VERB
fis-1713	86	22	load	load	NOUN
fis-1713	86	23	p	p	X
fis-1713	86	24	vs.	vs.	ADP
fis-1713	86	25	midspan	midspan	ADJ
fis-1713	86	26	deflection	deflection	NOUN
fis-1713	86	27	δ	δ	PROPN
fis-1713	86	28	for	for	ADP
fis-1713	86	29	beams	beam	NOUN
fis-1713	86	30	:	:	PUNCT
fis-1713	86	31	(	(	PUNCT
fis-1713	86	32	a	a	X
fis-1713	86	33	)	)	PUNCT
fis-1713	86	34	s1	s1	NOUN
fis-1713	86	35	;	;	PUNCT
fis-1713	86	36	(	(	PUNCT
fis-1713	86	37	b	b	X
fis-1713	86	38	)	)	PUNCT
fis-1713	86	39	s1r	s1r	PROPN
fis-1713	86	40	;	;	PUNCT
fis-1713	86	41	(	(	PUNCT
fis-1713	86	42	c	c	X
fis-1713	86	43	)	)	PUNCT
fis-1713	86	44	s2	s2	PROPN
fis-1713	86	45	;	;	PUNCT
fis-1713	86	46	(	(	PUNCT
fis-1713	86	47	d	d	X
fis-1713	86	48	)	)	PUNCT
fis-1713	86	49	s2r	s2r	PROPN
fis-1713	86	50	.	.	PUNCT
fis-1713	87	1	a	a	DET
fis-1713	87	2	first	first	ADJ
fis-1713	87	3	comparison	comparison	NOUN
fis-1713	87	4	between	between	ADP
fis-1713	87	5	numerical	numerical	ADJ
fis-1713	87	6	and	and	CCONJ
fis-1713	87	7	experimental	experimental	ADJ
fis-1713	87	8	results	result	NOUN
fis-1713	87	9	is	be	AUX
fis-1713	87	10	provided	provide	VERB
fis-1713	87	11	in	in	ADP
fis-1713	87	12	fig	fig	NOUN
fis-1713	87	13	.	.	PUNCT
fis-1713	88	1	1	1	NUM
fis-1713	88	2	,	,	PUNCT
fis-1713	88	3	in	in	ADP
fis-1713	88	4	terms	term	NOUN
fis-1713	88	5	of	of	ADP
fis-1713	88	6	total	total	ADJ
fis-1713	88	7	applied	apply	VERB
fis-1713	88	8	load	load	NOUN
fis-1713	88	9	p	p	X
fis-1713	88	10	vs.	vs.	ADP
fis-1713	88	11	midspan	midspan	PROPN
fis-1713	88	12	deflection	deflection	PROPN
fis-1713	88	13	δ	δ	PROPN
fis-1713	88	14	.	.	PUNCT
fis-1713	89	1	since	since	SCONJ
fis-1713	89	2	the	the	DET
fis-1713	89	3	initial	initial	ADJ
fis-1713	89	4	deflection	deflection	NOUN
fis-1713	89	5	due	due	ADP
fis-1713	89	6	to	to	ADP
fis-1713	89	7	shrinkage	shrinkage	NOUN
fis-1713	89	8	was	be	AUX
fis-1713	89	9	not	not	PART
fis-1713	89	10	experimentally	experimentally	ADV
fis-1713	89	11	measured	measure	VERB
fis-1713	89	12	,	,	PUNCT
fis-1713	89	13	numerical	numerical	ADJ
fis-1713	89	14	analyses	analysis	NOUN
fis-1713	89	15	are	be	AUX
fis-1713	89	16	shifted	shift	VERB
fis-1713	89	17	to	to	ADP
fis-1713	89	18	the	the	DET
fis-1713	89	19	origin	origin	NOUN
fis-1713	89	20	along	along	ADP
fis-1713	89	21	the	the	DET
fis-1713	89	22	horizontal	horizontal	ADJ
fis-1713	89	23	axis	axis	NOUN
fis-1713	89	24	,	,	PUNCT
fis-1713	89	25	so	so	SCONJ
fis-1713	89	26	as	as	SCONJ
fis-1713	89	27	to	to	PART
fis-1713	89	28	match	match	VERB
fis-1713	89	29	experimental	experimental	ADJ
fis-1713	89	30	results	result	NOUN
fis-1713	89	31	.	.	PUNCT
fis-1713	90	1	the	the	DET
fis-1713	90	2	values	value	NOUN
fis-1713	90	3	of	of	ADP
fis-1713	90	4	initial	initial	ADJ
fis-1713	90	5	shrinkage	shrinkage	NOUN
fis-1713	90	6	deflection	deflection	NOUN
fis-1713	90	7	δi	δi	ADV
fis-1713	90	8	,	,	PUNCT
fis-1713	90	9	as	as	SCONJ
fis-1713	90	10	obtained	obtain	VERB
fis-1713	90	11	from	from	ADP
fis-1713	90	12	numerical	numerical	ADJ
fis-1713	90	13	analyses	analysis	NOUN
fis-1713	90	14	before	before	ADP
fis-1713	90	15	the	the	DET
fis-1713	90	16	application	application	NOUN
fis-1713	90	17	of	of	ADP
fis-1713	90	18	external	external	ADJ
fis-1713	90	19	loading	loading	NOUN
fis-1713	90	20	,	,	PUNCT
fis-1713	90	21	is	be	AUX
fis-1713	90	22	however	however	ADV
fis-1713	90	23	reported	report	VERB
fis-1713	90	24	in	in	ADP
fis-1713	90	25	each	each	DET
fis-1713	90	26	graph	graph	NOUN
fis-1713	90	27	of	of	ADP
fis-1713	90	28	fig	fig	NOUN
fis-1713	90	29	.	.	PUNCT
fis-1713	91	1	1	1	X
fis-1713	91	2	.	.	X
fis-1713	91	3	a	a	DET
fis-1713	91	4	good	good	ADJ
fis-1713	91	5	agreement	agreement	NOUN
fis-1713	91	6	is	be	AUX
fis-1713	91	7	found	find	VERB
fis-1713	91	8	for	for	ADP
fis-1713	91	9	all	all	DET
fis-1713	91	10	the	the	DET
fis-1713	91	11	considered	consider	VERB
fis-1713	91	12	specimens	specimen	NOUN
fis-1713	91	13	.	.	PUNCT
fis-1713	91	14	beams	beam	NOUN
fis-1713	91	15	with	with	ADP
fis-1713	91	16	a	a	DET
fis-1713	91	17	larger	large	ADJ
fis-1713	91	18	amount	amount	NOUN
fis-1713	91	19	of	of	ADP
fis-1713	91	20	top	top	ADJ
fis-1713	91	21	reinforcement	reinforcement	NOUN
fis-1713	91	22	(	(	PUNCT
fis-1713	91	23	designation	designation	NOUN
fis-1713	91	24	“	"	PUNCT
fis-1713	91	25	r	r	NOUN
fis-1713	91	26	”	"	PUNCT
fis-1713	91	27	,	,	PUNCT
fis-1713	91	28	fig	fig	NOUN
fis-1713	91	29	.	.	PUNCT
fis-1713	92	1	1b	1b	NUM
fis-1713	92	2	,	,	PUNCT
fis-1713	92	3	d	d	X
fis-1713	92	4	)	)	PUNCT
fis-1713	92	5	are	be	AUX
fis-1713	92	6	characterized	characterize	VERB
fis-1713	92	7	by	by	ADP
fis-1713	92	8	an	an	DET
fis-1713	92	9	initial	initial	ADJ
fis-1713	92	10	negative	negative	ADJ
fis-1713	92	11	deflection	deflection	NOUN
fis-1713	92	12	δi	δi	VERB
fis-1713	92	13	due	due	ADP
fis-1713	92	14	to	to	PART
fis-1713	92	15	shrinkage	shrinkage	VERB
fis-1713	92	16	.	.	PUNCT
fis-1713	93	1	moreover	moreover	ADV
fis-1713	93	2	,	,	PUNCT
fis-1713	93	3	they	they	PRON
fis-1713	93	4	show	show	VERB
fis-1713	93	5	an	an	DET
fis-1713	93	6	higher	high	ADJ
fis-1713	93	7	cracking	crack	VERB
fis-1713	93	8	resistance	resistance	NOUN
fis-1713	93	9	with	with	ADP
fis-1713	93	10	respect	respect	NOUN
fis-1713	93	11	to	to	ADP
fis-1713	93	12	their	their	PRON
fis-1713	93	13	twin	twin	ADJ
fis-1713	93	14	specimens	specimen	NOUN
fis-1713	93	15	(	(	PUNCT
fis-1713	93	16	fig	fig	NOUN
fis-1713	93	17	.	.	PUNCT
fis-1713	94	1	1a	1a	NUM
fis-1713	94	2	,	,	PUNCT
fis-1713	94	3	c	c	NOUN
fis-1713	94	4	)	)	PUNCT
fis-1713	94	5	.	.	PUNCT
fis-1713	95	1	this	this	PRON
fis-1713	95	2	can	can	AUX
fis-1713	95	3	be	be	AUX
fis-1713	95	4	attributable	attributable	ADJ
fis-1713	95	5	to	to	ADP
fis-1713	95	6	the	the	DET
fis-1713	95	7	increment	increment	NOUN
fis-1713	95	8	of	of	ADP
fis-1713	95	9	moment	moment	NOUN
fis-1713	95	10	of	of	ADP
fis-1713	95	11	inertia	inertia	NOUN
fis-1713	95	12	due	due	ADP
fis-1713	95	13	to	to	ADP
fis-1713	95	14	the	the	DET
fis-1713	95	15	presence	presence	NOUN
fis-1713	95	16	of	of	ADP
fis-1713	95	17	a	a	DET
fis-1713	95	18	heavier	heavy	ADJ
fis-1713	95	19	top	top	ADJ
fis-1713	95	20	reinforcement	reinforcement	NOUN
fis-1713	95	21	,	,	PUNCT
fis-1713	95	22	but	but	CCONJ
fis-1713	95	23	mainly	mainly	ADV
fis-1713	95	24	to	to	ADP
fis-1713	95	25	the	the	DET
fis-1713	95	26	difference	difference	NOUN
fis-1713	95	27	of	of	ADP
fis-1713	95	28	tensile	tensile	NOUN
fis-1713	95	29	stresses	stress	NOUN
fis-1713	95	30	caused	cause	VERB
fis-1713	95	31	by	by	ADP
fis-1713	95	32	shrinkage	shrinkage	NOUN
fis-1713	95	33	in	in	ADP
fis-1713	95	34	the	the	DET
fis-1713	95	35	extreme	extreme	ADJ
fis-1713	95	36	bottom	bottom	ADJ
fis-1713	95	37	fiber	fiber	NOUN
fis-1713	95	38	of	of	ADP
fis-1713	95	39	the	the	DET
fis-1713	95	40	cross	cross	NOUN
fis-1713	95	41	-	-	NOUN
fis-1713	95	42	section	section	NOUN
fis-1713	95	43	.	.	PUNCT
fis-1713	96	1	to	to	PART
fis-1713	96	2	better	well	ADV
fis-1713	96	3	clarify	clarify	VERB
fis-1713	96	4	this	this	DET
fis-1713	96	5	last	last	ADJ
fis-1713	96	6	aspect	aspect	NOUN
fis-1713	96	7	,	,	PUNCT
fis-1713	96	8	the	the	DET
fis-1713	96	9	numerical	numerical	ADJ
fis-1713	96	10	variation	variation	NOUN
fis-1713	96	11	within	within	ADP
fis-1713	96	12	the	the	DET
fis-1713	96	13	depth	depth	NOUN
fis-1713	96	14	of	of	ADP
fis-1713	96	15	the	the	DET
fis-1713	96	16	section	section	NOUN
fis-1713	96	17	of	of	ADP
fis-1713	96	18	the	the	DET
fis-1713	96	19	total	total	ADJ
fis-1713	96	20	strain	strain	NOUN
fis-1713	96	21	ε	ε	PROPN
fis-1713	96	22	,	,	PUNCT
fis-1713	96	23	as	as	ADV
fis-1713	96	24	well	well	ADV
fis-1713	96	25	as	as	ADP
fis-1713	96	26	of	of	ADP
fis-1713	96	27	the	the	DET
fis-1713	96	28	stresses	stress	NOUN
fis-1713	96	29	in	in	ADP
fis-1713	96	30	concrete	concrete	ADJ
fis-1713	96	31	σc	σc	PROPN
fis-1713	96	32	and	and	CCONJ
fis-1713	96	33	in	in	ADP
fis-1713	96	34	steel	steel	NOUN
fis-1713	96	35	σs	σs	ADP
fis-1713	96	36	just	just	ADV
fis-1713	96	37	before	before	SCONJ
fis-1713	96	38	loading	loading	NOUN
fis-1713	96	39	are	be	AUX
fis-1713	96	40	reported	report	VERB
fis-1713	96	41	in	in	ADP
fis-1713	96	42	fig	fig	NOUN
fis-1713	96	43	.	.	PUNCT
fis-1713	97	1	2	2	NUM
fis-1713	97	2	for	for	ADP
fis-1713	97	3	the	the	DET
fis-1713	97	4	twin	twin	ADJ
fis-1713	97	5	beams	beam	NOUN
fis-1713	97	6	s1	s1	NOUN
fis-1713	97	7	and	and	CCONJ
fis-1713	97	8	s1r	s1r	PROPN
fis-1713	97	9	.	.	PUNCT
fis-1713	98	1	the	the	DET
fis-1713	98	2	presence	presence	NOUN
fis-1713	98	3	of	of	ADP
fis-1713	98	4	a	a	DET
fis-1713	98	5	not	not	PART
fis-1713	98	6	symmetric	symmetric	ADJ
fis-1713	98	7	reinforcement	reinforcement	NOUN
fis-1713	98	8	in	in	ADP
fis-1713	98	9	the	the	DET
fis-1713	98	10	beam	beam	NOUN
fis-1713	98	11	cross	cross	NOUN
fis-1713	98	12	-	-	NOUN
fis-1713	98	13	section	section	NOUN
fis-1713	98	14	determines	determine	VERB
fis-1713	98	15	a	a	DET
fis-1713	98	16	not	not	PART
fis-1713	98	17	uniform	uniform	ADJ
fis-1713	98	18	restraint	restraint	NOUN
fis-1713	98	19	to	to	ADP
fis-1713	98	20	free	free	ADJ
fis-1713	98	21	shrinkage	shrinkage	NOUN
fis-1713	98	22	,	,	PUNCT
fis-1713	98	23	which	which	PRON
fis-1713	98	24	in	in	ADP
fis-1713	98	25	turn	turn	NOUN
fis-1713	98	26	causes	cause	VERB
fis-1713	98	27	the	the	DET
fis-1713	98	28	element	element	NOUN
fis-1713	98	29	curvature	curvature	NOUN
fis-1713	98	30	p.	p.	PROPN
fis-1713	98	31	bernardi	bernardi	PROPN
fis-1713	98	32	et	et	PROPN
fis-1713	98	33	alii	alii	PROPN
fis-1713	98	34	,	,	PUNCT
fis-1713	98	35	frattura	frattura	PROPN
fis-1713	98	36	ed	ed	PROPN
fis-1713	98	37	integrità	integrità	PROPN
fis-1713	98	38	strutturale	strutturale	PROPN
fis-1713	98	39	,	,	PUNCT
fis-1713	98	40	37	37	NUM
fis-1713	98	41	(	(	PUNCT
fis-1713	98	42	2016	2016	NUM
fis-1713	98	43	)	)	PUNCT
fis-1713	98	44	15	15	NUM
fis-1713	98	45	-	-	SYM
fis-1713	98	46	21	21	NUM
fis-1713	98	47	;	;	PUNCT
fis-1713	98	48	doi	doi	NOUN
fis-1713	98	49	:	:	PUNCT
fis-1713	98	50	10.3221	10.3221	NUM
fis-1713	98	51	/	/	SYM
fis-1713	98	52	igf	igf	PROPN
fis-1713	98	53	-	-	PROPN
fis-1713	98	54	esis.37.03	esis.37.03	PROPN
fis-1713	98	55	19	19	NUM
fis-1713	98	56	and	and	CCONJ
fis-1713	98	57	the	the	DET
fis-1713	98	58	appearance	appearance	NOUN
fis-1713	98	59	of	of	ADP
fis-1713	98	60	a	a	DET
fis-1713	98	61	stress	stress	NOUN
fis-1713	98	62	gradient	gradient	NOUN
fis-1713	98	63	.	.	PUNCT
fis-1713	99	1	heavy	heavy	ADJ
fis-1713	99	2	compressive	compressive	ADJ
fis-1713	99	3	reinforcement	reinforcement	NOUN
fis-1713	99	4	(	(	PUNCT
fis-1713	99	5	s1r	s1r	PROPN
fis-1713	99	6	specimen	speciman	NOUN
fis-1713	99	7	)	)	PUNCT
fis-1713	99	8	provides	provide	VERB
fis-1713	99	9	a	a	DET
fis-1713	99	10	larger	large	ADJ
fis-1713	99	11	restraint	restraint	NOUN
fis-1713	99	12	to	to	ADP
fis-1713	99	13	the	the	DET
fis-1713	99	14	top	top	NOUN
fis-1713	99	15	of	of	ADP
fis-1713	99	16	the	the	DET
fis-1713	99	17	beam	beam	NOUN
fis-1713	99	18	,	,	PUNCT
fis-1713	99	19	so	so	ADV
fis-1713	99	20	leading	lead	VERB
fis-1713	99	21	to	to	ADP
fis-1713	99	22	a	a	DET
fis-1713	99	23	reversed	reversed	ADJ
fis-1713	99	24	curvature	curvature	NOUN
fis-1713	99	25	and	and	CCONJ
fis-1713	99	26	to	to	ADP
fis-1713	99	27	a	a	DET
fis-1713	99	28	great	great	ADJ
fis-1713	99	29	reduction	reduction	NOUN
fis-1713	99	30	of	of	ADP
fis-1713	99	31	tensile	tensile	NOUN
fis-1713	99	32	shrinkage	shrinkage	NOUN
fis-1713	99	33	stresses	stress	NOUN
fis-1713	99	34	in	in	ADP
fis-1713	99	35	the	the	DET
fis-1713	99	36	extreme	extreme	ADJ
fis-1713	99	37	bottom	bottom	ADJ
fis-1713	99	38	fiber	fiber	NOUN
fis-1713	99	39	.	.	PUNCT
fis-1713	100	1	for	for	ADP
fis-1713	100	2	this	this	DET
fis-1713	100	3	reason	reason	NOUN
fis-1713	100	4	,	,	PUNCT
fis-1713	100	5	a	a	DET
fis-1713	100	6	greater	great	ADJ
fis-1713	100	7	applied	apply	VERB
fis-1713	100	8	moment	moment	NOUN
fis-1713	100	9	is	be	AUX
fis-1713	100	10	required	require	VERB
fis-1713	100	11	to	to	PART
fis-1713	100	12	crack	crack	VERB
fis-1713	100	13	the	the	DET
fis-1713	100	14	member	member	NOUN
fis-1713	100	15	.	.	PUNCT
fis-1713	101	1	0	0	NUM
fis-1713	102	1	50	50	NUM
fis-1713	102	2	100	100	NUM
fis-1713	102	3	150	150	NUM
fis-1713	102	4	200	200	NUM
fis-1713	102	5	250	250	NUM
fis-1713	102	6	300	300	NUM
fis-1713	102	7	-210	-210	PROPN
fis-1713	102	8	-190	-190	NUM
fis-1713	102	9	-170	-170	PUNCT
fis-1713	102	10	-150	-150	PROPN
fis-1713	102	11	-130	-130	PROPN
fis-1713	102	12	s1	s1	PROPN
fis-1713	102	13	s1r	s1r	PROPN
fis-1713	102	14	d	d	X
fis-1713	102	15	is	be	AUX
fis-1713	102	16	ta	ta	PROPN
fis-1713	102	17	n	n	PROPN
fis-1713	102	18	ce	ce	PROPN
fis-1713	103	1	f	f	PROPN
fis-1713	104	1	ro	ro	PROPN
fis-1713	104	2	m	m	PROPN
fis-1713	104	3	t	t	NOUN
fis-1713	104	4	h	h	NOUN
fis-1713	104	5	e	e	PROPN
fis-1713	104	6	b	b	X
fis-1713	104	7	ot	ot	INTJ
fis-1713	104	8	to	to	ADP
fis-1713	104	9	m	m	PROPN
fis-1713	104	10	[	[	PUNCT
fis-1713	104	11	m	m	VERB
fis-1713	104	12	m	m	VERB
fis-1713	104	13	]	]	X
fis-1713	104	14	ε	ε	X
fis-1713	104	15	(	(	PUNCT
fis-1713	104	16	10	10	NUM
fis-1713	104	17	-	-	SYM
fis-1713	104	18	6	6	NUM
fis-1713	104	19	)	)	PUNCT
fis-1713	104	20	bottom	bottom	NOUN
fis-1713	104	21	bars	bar	NOUN
fis-1713	104	22	level	level	VERB
fis-1713	104	23	top	top	ADJ
fis-1713	104	24	bars	bar	NOUN
fis-1713	104	25	level	level	VERB
fis-1713	104	26	0.3	0.3	NUM
fis-1713	104	27	-0.1	-0.1	NOUN
fis-1713	104	28	0.1	0.1	NUM
fis-1713	104	29	0.3	0.3	NUM
fis-1713	104	30	0.5	0.5	NUM
fis-1713	104	31	0.7	0.7	NUM
fis-1713	104	32	0.9	0.9	NUM
fis-1713	104	33	σc	σc	PROPN
fis-1713	105	1	[	[	X
fis-1713	105	2	mpa	mpa	X
fis-1713	105	3	]	]	X
fis-1713	105	4	45	45	NUM
fis-1713	105	5	-40	-40	NUM
fis-1713	105	6	-35	-35	NUM
fis-1713	105	7	-30	-30	NUM
fis-1713	105	8	-25	-25	PUNCT
fis-1713	105	9	σs	σs	ADP
fis-1713	105	10	[	[	X
fis-1713	105	11	mpa	mpa	X
fis-1713	105	12	]	]	X
fis-1713	105	13	-0.3	-0.3	PROPN
fis-1713	105	14	-45	-45	PUNCT
fis-1713	105	15	figure	figure	NOUN
fis-1713	105	16	2	2	NUM
fis-1713	105	17	:	:	PUNCT
fis-1713	105	18	numerical	numerical	ADJ
fis-1713	105	19	values	value	NOUN
fis-1713	105	20	of	of	ADP
fis-1713	105	21	total	total	ADJ
fis-1713	105	22	strains	strain	NOUN
fis-1713	105	23	ε	ε	PROPN
fis-1713	105	24	,	,	PUNCT
fis-1713	105	25	concrete	concrete	ADJ
fis-1713	105	26	σc	σc	PROPN
fis-1713	105	27	and	and	CCONJ
fis-1713	105	28	steel	steel	NOUN
fis-1713	105	29	σs	σs	ADP
fis-1713	105	30	stresses	stress	NOUN
fis-1713	105	31	within	within	ADP
fis-1713	105	32	the	the	DET
fis-1713	105	33	depth	depth	NOUN
fis-1713	105	34	of	of	ADP
fis-1713	105	35	the	the	DET
fis-1713	105	36	section	section	NOUN
fis-1713	105	37	at	at	ADP
fis-1713	105	38	midspan	midspan	NOUN
fis-1713	105	39	just	just	ADV
fis-1713	105	40	before	before	ADP
fis-1713	105	41	loading	load	VERB
fis-1713	105	42	for	for	ADP
fis-1713	105	43	beams	beam	NOUN
fis-1713	105	44	s1	s1	NOUN
fis-1713	105	45	and	and	CCONJ
fis-1713	105	46	s1r	s1r	PROPN
fis-1713	105	47	.	.	PUNCT
fis-1713	106	1	numerical	numerical	PROPN
fis-1713	106	2	vs.	vs.	ADP
fis-1713	106	3	experimental	experimental	ADJ
fis-1713	106	4	results	result	NOUN
fis-1713	106	5	on	on	ADP
fis-1713	106	6	rc	rc	PROPN
fis-1713	106	7	beams	beam	NOUN
fis-1713	106	8	subjected	subject	VERB
fis-1713	106	9	or	or	CCONJ
fis-1713	106	10	not	not	PART
fis-1713	106	11	to	to	PART
fis-1713	106	12	shrinkage	shrinkage	VERB
fis-1713	106	13	before	before	ADP
fis-1713	106	14	loading	load	VERB
fis-1713	106	15	[	[	X
fis-1713	106	16	14	14	NUM
fis-1713	106	17	]	]	SYM
fis-1713	106	18	two	two	NUM
fis-1713	106	19	rc	rc	PROPN
fis-1713	106	20	beams	beam	NOUN
fis-1713	106	21	tested	test	VERB
fis-1713	106	22	by	by	ADP
fis-1713	106	23	sato	sato	PROPN
fis-1713	106	24	et	et	PROPN
fis-1713	106	25	al	al	PROPN
fis-1713	106	26	.	.	PUNCT
fis-1713	107	1	[	[	X
fis-1713	107	2	14	14	NUM
fis-1713	107	3	]	]	PUNCT
fis-1713	107	4	–	–	PUNCT
fis-1713	107	5	named	name	VERB
fis-1713	107	6	v-01	v-01	NOUN
fis-1713	107	7	-	-	PUNCT
fis-1713	107	8	13wb	13wb	ADJ
fis-1713	107	9	and	and	CCONJ
fis-1713	107	10	v-01	v-01	ADJ
fis-1713	107	11	-	-	PUNCT
fis-1713	107	12	13db	13db	NOUN
fis-1713	107	13	–	–	PUNCT
fis-1713	107	14	and	and	CCONJ
fis-1713	107	15	subjected	subject	VERB
fis-1713	107	16	to	to	ADP
fis-1713	107	17	four	four	NUM
fis-1713	107	18	-	-	PUNCT
fis-1713	107	19	point	point	NOUN
fis-1713	107	20	bending	bending	NOUN
fis-1713	107	21	are	be	AUX
fis-1713	107	22	selected	select	VERB
fis-1713	107	23	for	for	ADP
fis-1713	107	24	further	further	ADJ
fis-1713	107	25	comparisons	comparison	NOUN
fis-1713	107	26	.	.	PUNCT
fis-1713	108	1	the	the	DET
fis-1713	108	2	considered	consider	VERB
fis-1713	108	3	specimens	specimen	NOUN
fis-1713	108	4	were	be	AUX
fis-1713	108	5	characterized	characterize	VERB
fis-1713	108	6	by	by	ADP
fis-1713	108	7	the	the	DET
fis-1713	108	8	same	same	ADJ
fis-1713	108	9	geometry	geometry	NOUN
fis-1713	108	10	,	,	PUNCT
fis-1713	108	11	with	with	ADP
fis-1713	108	12	a	a	DET
fis-1713	108	13	rectangular	rectangular	ADJ
fis-1713	108	14	cross	cross	NOUN
fis-1713	108	15	-	-	NOUN
fis-1713	108	16	section	section	NOUN
fis-1713	108	17	(	(	PUNCT
fis-1713	108	18	200	200	NUM
fis-1713	108	19	mm	mm	NOUN
fis-1713	108	20	deep	deep	ADJ
fis-1713	108	21	and	and	CCONJ
fis-1713	108	22	150	150	NUM
fis-1713	108	23	mm	mm	NOUN
fis-1713	108	24	wide	wide	ADJ
fis-1713	108	25	)	)	PUNCT
fis-1713	108	26	and	and	CCONJ
fis-1713	108	27	a	a	DET
fis-1713	108	28	total	total	ADJ
fis-1713	108	29	length	length	NOUN
fis-1713	108	30	equal	equal	ADJ
fis-1713	108	31	to	to	ADP
fis-1713	108	32	2800	2800	NUM
fis-1713	108	33	mm	mm	NOUN
fis-1713	108	34	,	,	PUNCT
fis-1713	108	35	with	with	ADP
fis-1713	108	36	a	a	DET
fis-1713	108	37	net	net	ADJ
fis-1713	108	38	span	span	NOUN
fis-1713	108	39	of	of	ADP
fis-1713	108	40	2200	2200	NUM
fis-1713	108	41	mm	mm	NOUN
fis-1713	108	42	.	.	PUNCT
fis-1713	109	1	the	the	DET
fis-1713	109	2	two	two	NUM
fis-1713	109	3	beams	beam	NOUN
fis-1713	109	4	were	be	AUX
fis-1713	109	5	also	also	ADV
fis-1713	109	6	characterized	characterize	VERB
fis-1713	109	7	by	by	ADP
fis-1713	109	8	the	the	DET
fis-1713	109	9	same	same	ADJ
fis-1713	109	10	amount	amount	NOUN
fis-1713	109	11	of	of	ADP
fis-1713	109	12	tensile	tensile	NOUN
fis-1713	109	13	reinforcement	reinforcement	NOUN
fis-1713	109	14	,	,	PUNCT
fis-1713	109	15	consisting	consist	VERB
fis-1713	109	16	of	of	ADP
fis-1713	109	17	two	two	NUM
fis-1713	109	18	d13	d13	ADJ
fis-1713	109	19	bars	bar	NOUN
fis-1713	109	20	.	.	PUNCT
fis-1713	110	1	the	the	DET
fis-1713	110	2	specimens	specimen	NOUN
fis-1713	110	3	belonged	belong	VERB
fis-1713	110	4	to	to	ADP
fis-1713	110	5	the	the	DET
fis-1713	110	6	same	same	ADJ
fis-1713	110	7	concrete	concrete	ADJ
fis-1713	110	8	batch	batch	NOUN
fis-1713	110	9	,	,	PUNCT
fis-1713	110	10	but	but	CCONJ
fis-1713	110	11	were	be	AUX
fis-1713	110	12	subjected	subject	VERB
fis-1713	110	13	to	to	ADP
fis-1713	110	14	different	different	ADJ
fis-1713	110	15	curing	curing	NOUN
fis-1713	110	16	conditions	condition	NOUN
fis-1713	110	17	.	.	PUNCT
fis-1713	111	1	after	after	ADP
fis-1713	111	2	demolding	demolde	VERB
fis-1713	111	3	,	,	PUNCT
fis-1713	111	4	beam	beam	NOUN
fis-1713	111	5	v-01	v-01	NOUN
fis-1713	111	6	-	-	PUNCT
fis-1713	111	7	13wb	13wb	NOUN
fis-1713	111	8	was	be	AUX
fis-1713	111	9	indeed	indeed	ADV
fis-1713	111	10	sealed	seal	VERB
fis-1713	111	11	at	at	ADP
fis-1713	111	12	room	room	NOUN
fis-1713	111	13	temperature	temperature	NOUN
fis-1713	111	14	with	with	ADP
fis-1713	111	15	saturated	saturated	ADJ
fis-1713	111	16	paper	paper	NOUN
fis-1713	111	17	(	(	PUNCT
fis-1713	111	18	“	"	PUNCT
fis-1713	111	19	wet	wet	ADJ
fis-1713	111	20	curing	curing	NOUN
fis-1713	111	21	”	"	PUNCT
fis-1713	111	22	)	)	PUNCT
fis-1713	111	23	until	until	ADP
fis-1713	111	24	the	the	DET
fis-1713	111	25	time	time	NOUN
fis-1713	111	26	of	of	ADP
fis-1713	111	27	testing	testing	NOUN
fis-1713	111	28	,	,	PUNCT
fis-1713	111	29	whereas	whereas	SCONJ
fis-1713	111	30	beam	beam	ADJ
fis-1713	111	31	v-01	v-01	NOUN
fis-1713	111	32	-	-	PUNCT
fis-1713	111	33	13db	13db	NOUN
fis-1713	111	34	was	be	AUX
fis-1713	111	35	first	first	ADV
fis-1713	111	36	subjected	subject	VERB
fis-1713	111	37	to	to	ADP
fis-1713	111	38	wet	wet	ADJ
fis-1713	111	39	curing	cure	VERB
fis-1713	111	40	for	for	ADP
fis-1713	111	41	one	one	NUM
fis-1713	111	42	week	week	NOUN
fis-1713	111	43	and	and	CCONJ
fis-1713	111	44	subsequently	subsequently	ADV
fis-1713	111	45	exposed	expose	VERB
fis-1713	111	46	to	to	ADP
fis-1713	111	47	room	room	NOUN
fis-1713	111	48	atmosphere	atmosphere	NOUN
fis-1713	111	49	for	for	ADP
fis-1713	111	50	114	114	NUM
fis-1713	111	51	days	day	NOUN
fis-1713	111	52	(	(	PUNCT
fis-1713	111	53	“	"	PUNCT
fis-1713	111	54	drying	dry	VERB
fis-1713	111	55	condition	condition	NOUN
fis-1713	111	56	”	"	PUNCT
fis-1713	111	57	)	)	PUNCT
fis-1713	111	58	.	.	PUNCT
fis-1713	112	1	sample	sample	NOUN
fis-1713	112	2	steel	steel	NOUN
fis-1713	112	3	concrete	concrete	NOUN
fis-1713	112	4	as	as	ADP
fis-1713	112	5	,	,	PUNCT
fis-1713	112	6	bottom	bottom	NOUN
fis-1713	112	7	[	[	X
fis-1713	112	8	mm2	mm2	X
fis-1713	112	9	]	]	X
fis-1713	112	10	es	es	X
fis-1713	112	11	[	[	X
fis-1713	112	12	gpa	gpa	PROPN
fis-1713	112	13	]	]	PUNCT
fis-1713	112	14	fsy	fsy	PROPN
fis-1713	113	1	[	[	X
fis-1713	113	2	mpa	mpa	X
fis-1713	113	3	]	]	X
fis-1713	113	4	fc	fc	PROPN
fis-1713	114	1	[	[	X
fis-1713	114	2	mpa	mpa	X
fis-1713	114	3	]	]	X
fis-1713	114	4	fct	fct	NOUN
fis-1713	114	5	,	,	PUNCT
fis-1713	114	6	sp	sp	NOUN
fis-1713	114	7	*	*	PROPN
fis-1713	115	1	[	[	X
fis-1713	115	2	mpa	mpa	X
fis-1713	115	3	]	]	X
fis-1713	115	4	ec	ec	PROPN
fis-1713	116	1	[	[	X
fis-1713	116	2	gpa	gpa	PROPN
fis-1713	116	3	]	]	X
fis-1713	116	4	εsh	εsh	NOUN
fis-1713	116	5	(	(	PUNCT
fis-1713	116	6	10	10	NUM
fis-1713	116	7	-	-	SYM
fis-1713	116	8	6	6	NUM
fis-1713	116	9	)	)	PUNCT
fis-1713	116	10	φc	φc	ADP
fis-1713	116	11	v-01	v-01	VERB
fis-1713	116	12	-	-	PUNCT
fis-1713	116	13	13wb	13wb	ADJ
fis-1713	116	14	253.4	253.4	NUM
fis-1713	116	15	193.2	193.2	NUM
fis-1713	116	16	353	353	NUM
fis-1713	116	17	30.6	30.6	NUM
fis-1713	116	18	2.9	2.9	NUM
fis-1713	116	19	27.5	27.5	NUM
fis-1713	116	20	v-01	v-01	ADJ
fis-1713	116	21	-	-	PUNCT
fis-1713	116	22	13db	13db	NOUN
fis-1713	116	23	253.4	253.4	NUM
fis-1713	116	24	193.2	193.2	NUM
fis-1713	116	25	353	353	NUM
fis-1713	116	26	32.5	32.5	NUM
fis-1713	116	27	3.0	3.0	NUM
fis-1713	116	28	28.5	28.5	NUM
fis-1713	116	29	425	425	NUM
fis-1713	116	30	3.3	3.3	NUM
fis-1713	116	31	*	*	PUNCT
fis-1713	116	32	:	:	PUNCT
fis-1713	116	33	fct	fct	PROPN
fis-1713	116	34	adopted	adopt	VERB
fis-1713	116	35	in	in	ADP
fis-1713	116	36	the	the	DET
fis-1713	116	37	analyses	analysis	NOUN
fis-1713	116	38	is	be	AUX
fis-1713	116	39	calculated	calculate	VERB
fis-1713	116	40	from	from	ADP
fis-1713	116	41	fct	fct	NOUN
fis-1713	116	42	,	,	PUNCT
fis-1713	116	43	sp	sp	ADP
fis-1713	116	44	according	accord	VERB
fis-1713	116	45	to	to	ADP
fis-1713	116	46	uni	uni	PROPN
fis-1713	116	47	en	en	PROPN
fis-1713	116	48	1992	1992	NUM
fis-1713	116	49	-	-	SYM
fis-1713	116	50	1	1	NUM
fis-1713	116	51	-	-	SYM
fis-1713	116	52	1	1	NUM
fis-1713	116	53	[	[	X
fis-1713	116	54	16	16	NUM
fis-1713	116	55	]	]	PUNCT
fis-1713	116	56	table	table	NOUN
fis-1713	116	57	2	2	NUM
fis-1713	116	58	:	:	PUNCT
fis-1713	116	59	material	material	NOUN
fis-1713	116	60	properties	property	NOUN
fis-1713	116	61	of	of	ADP
fis-1713	116	62	rc	rc	PROPN
fis-1713	116	63	beams	beam	NOUN
fis-1713	116	64	tested	test	VERB
fis-1713	116	65	by	by	ADP
fis-1713	116	66	sato	sato	PROPN
fis-1713	116	67	et	et	PROPN
fis-1713	116	68	al	al	PROPN
fis-1713	116	69	.	.	PUNCT
fis-1713	117	1	[	[	X
fis-1713	117	2	14	14	NUM
fis-1713	117	3	]	]	SYM
fis-1713	117	4	0	0	NUM
fis-1713	117	5	2	2	NUM
fis-1713	117	6	4	4	NUM
fis-1713	117	7	6	6	NUM
fis-1713	117	8	8	8	NUM
fis-1713	117	9	10	10	NUM
fis-1713	117	10	12	12	NUM
fis-1713	117	11	14	14	NUM
fis-1713	117	12	16	16	NUM
fis-1713	117	13	0	0	NUM
fis-1713	117	14	2	2	NUM
fis-1713	117	15	4	4	NUM
fis-1713	117	16	6	6	NUM
fis-1713	117	17	8	8	NUM
fis-1713	117	18	10	10	NUM
fis-1713	117	19	12	12	NUM
fis-1713	117	20	14	14	NUM
fis-1713	117	21	experimental	experimental	ADJ
fis-1713	117	22	v-01	v-01	NOUN
fis-1713	117	23	-	-	PUNCT
fis-1713	117	24	13wb	13wb	NOUN
fis-1713	118	1	[	[	X
fis-1713	118	2	14	14	NUM
fis-1713	118	3	]	]	X
fis-1713	118	4	experimental	experimental	ADJ
fis-1713	118	5	v-01	v-01	NOUN
fis-1713	118	6	-	-	PUNCT
fis-1713	118	7	13db	13db	NOUN
fis-1713	118	8	[	[	X
fis-1713	118	9	14	14	NUM
fis-1713	118	10	]	]	X
fis-1713	118	11	numerical	numerical	ADJ
fis-1713	118	12	v-01	v-01	PROPN
fis-1713	118	13	-	-	PUNCT
fis-1713	118	14	13wb	13wb	ADJ
fis-1713	118	15	numerical	numerical	ADJ
fis-1713	118	16	v-01	v-01	ADJ
fis-1713	118	17	-	-	PUNCT
fis-1713	118	18	13db	13db	ADJ
fis-1713	118	19	m	m	NOUN
fis-1713	119	1	[	[	X
fis-1713	119	2	knm	knm	X
fis-1713	119	3	]	]	PUNCT
fis-1713	119	4	δ	δ	PROPN
fis-1713	120	1	[	[	X
fis-1713	120	2	mm	mm	X
fis-1713	120	3	]	]	X
fis-1713	120	4	(	(	PUNCT
fis-1713	120	5	a	a	PRON
fis-1713	120	6	)	)	PUNCT
fis-1713	120	7	sample	sample	NOUN
fis-1713	120	8	v-01	v-01	ADJ
fis-1713	120	9	-	-	PUNCT
fis-1713	120	10	13wb	13wb	ADJ
fis-1713	120	11	v-01	v-01	ADJ
fis-1713	120	12	-	-	PUNCT
fis-1713	120	13	13db	13db	ADJ
fis-1713	120	14	mcr	mcr	NOUN
fis-1713	120	15	,	,	PUNCT
fis-1713	120	16	exp	exp	NOUN
fis-1713	120	17	[	[	X
fis-1713	120	18	knm	knm	X
fis-1713	120	19	]	]	PUNCT
fis-1713	120	20	3.6	3.6	NUM
fis-1713	120	21	2.1	2.1	NUM
fis-1713	120	22	mcr	mcr	NOUN
fis-1713	120	23	,	,	PUNCT
fis-1713	120	24	num	num	PUNCT
fis-1713	121	1	[	[	X
fis-1713	121	2	knm	knm	X
fis-1713	121	3	]	]	X
fis-1713	121	4	3.2	3.2	NUM
fis-1713	121	5	2.1	2.1	NUM
fis-1713	121	6	δexp	δexp	NOUN
fis-1713	121	7	*	*	NOUN
fis-1713	121	8	*	*	PUNCT
fis-1713	122	1	[	[	X
fis-1713	122	2	mm	mm	X
fis-1713	122	3	]	]	X
fis-1713	122	4	3.7	3.7	NUM
fis-1713	122	5	4.6	4.6	NUM
fis-1713	122	6	δnum	δnum	NOUN
fis-1713	122	7	*	*	PUNCT
fis-1713	122	8	*	*	PUNCT
fis-1713	123	1	[	[	X
fis-1713	123	2	mm	mm	X
fis-1713	123	3	]	]	X
fis-1713	123	4	3.7	3.7	NUM
fis-1713	123	5	4.7	4.7	NUM
fis-1713	123	6	wmax	wmax	NOUN
fis-1713	123	7	,	,	PUNCT
fis-1713	123	8	exp	exp	NOUN
fis-1713	123	9	*	*	PROPN
fis-1713	123	10	*	*	PUNCT
fis-1713	124	1	[	[	X
fis-1713	124	2	mm	mm	X
fis-1713	124	3	]	]	X
fis-1713	124	4	0.12	0.12	NUM
fis-1713	124	5	0.12	0.12	NUM
fis-1713	124	6	wmax	wmax	NOUN
fis-1713	124	7	,	,	PUNCT
fis-1713	124	8	num	num	PROPN
fis-1713	124	9	*	*	PUNCT
fis-1713	124	10	*	*	PUNCT
fis-1713	125	1	[	[	X
fis-1713	125	2	mm	mm	X
fis-1713	125	3	]	]	X
fis-1713	125	4	0.10	0.10	NUM
fis-1713	125	5	0.15	0.15	NUM
fis-1713	125	6	wav	wav	NOUN
fis-1713	125	7	,	,	PUNCT
fis-1713	125	8	exp	exp	NOUN
fis-1713	125	9	*	*	PROPN
fis-1713	125	10	*	*	PUNCT
fis-1713	126	1	[	[	X
fis-1713	126	2	mm	mm	X
fis-1713	126	3	]	]	X
fis-1713	126	4	0.07	0.07	NUM
fis-1713	126	5	0.08	0.08	NUM
fis-1713	126	6	wav	wav	NOUN
fis-1713	126	7	,	,	PUNCT
fis-1713	126	8	num	num	PROPN
fis-1713	126	9	*	*	PUNCT
fis-1713	126	10	*	*	PUNCT
fis-1713	127	1	[	[	X
fis-1713	127	2	mm	mm	X
fis-1713	127	3	]	]	X
fis-1713	127	4	0.05	0.05	NUM
fis-1713	127	5	0.06	0.06	NUM
fis-1713	127	6	*	*	PUNCT
fis-1713	127	7	*	*	PUNCT
fis-1713	127	8	:	:	PUNCT
fis-1713	127	9	values	value	NOUN
fis-1713	127	10	at	at	ADP
fis-1713	127	11	m=7.2	m=7.2	NOUN
fis-1713	127	12	knm	knm	PROPN
fis-1713	127	13	figure	figure	NOUN
fis-1713	127	14	3	3	NUM
fis-1713	127	15	:	:	PUNCT
fis-1713	127	16	comparison	comparison	NOUN
fis-1713	127	17	between	between	ADP
fis-1713	127	18	numerical	numerical	ADJ
fis-1713	127	19	and	and	CCONJ
fis-1713	127	20	experimental	experimental	ADJ
fis-1713	127	21	[	[	X
fis-1713	127	22	14	14	NUM
fis-1713	127	23	]	]	X
fis-1713	127	24	results	result	NOUN
fis-1713	127	25	(	(	PUNCT
fis-1713	127	26	a	a	X
fis-1713	127	27	)	)	PUNCT
fis-1713	127	28	in	in	ADP
fis-1713	127	29	terms	term	NOUN
fis-1713	127	30	of	of	ADP
fis-1713	127	31	bending	bend	VERB
fis-1713	127	32	moment	moment	NOUN
fis-1713	127	33	m	m	VERB
fis-1713	127	34	vs.	vs.	ADP
fis-1713	127	35	midspan	midspan	PROPN
fis-1713	127	36	deflection	deflection	PROPN
fis-1713	127	37	δ	δ	PROPN
fis-1713	127	38	;	;	PUNCT
fis-1713	127	39	(	(	PUNCT
fis-1713	127	40	b	b	X
fis-1713	127	41	)	)	PUNCT
fis-1713	127	42	under	under	ADP
fis-1713	127	43	serviceability	serviceability	NOUN
fis-1713	127	44	conditions	condition	NOUN
fis-1713	127	45	,	,	PUNCT
fis-1713	127	46	for	for	ADP
fis-1713	127	47	beams	beam	NOUN
fis-1713	127	48	v-01	v-01	NOUN
fis-1713	127	49	-	-	PUNCT
fis-1713	127	50	13wb	13wb	ADJ
fis-1713	127	51	and	and	CCONJ
fis-1713	127	52	v-01	v-01	NOUN
fis-1713	127	53	-	-	PUNCT
fis-1713	127	54	13db	13db	NOUN
fis-1713	127	55	.	.	PUNCT
fis-1713	128	1	p.	p.	NOUN
fis-1713	128	2	bernardi	bernardi	PROPN
fis-1713	128	3	et	et	PROPN
fis-1713	128	4	alii	alii	PROPN
fis-1713	128	5	,	,	PUNCT
fis-1713	128	6	frattura	frattura	PROPN
fis-1713	128	7	ed	ed	PROPN
fis-1713	128	8	integrità	integrità	PROPN
fis-1713	128	9	strutturale	strutturale	PROPN
fis-1713	128	10	,	,	PUNCT
fis-1713	128	11	37	37	NUM
fis-1713	128	12	(	(	PUNCT
fis-1713	128	13	2016	2016	NUM
fis-1713	128	14	)	)	PUNCT
fis-1713	128	15	15	15	NUM
fis-1713	128	16	-	-	SYM
fis-1713	128	17	21	21	NUM
fis-1713	128	18	;	;	PUNCT
fis-1713	128	19	doi	doi	NOUN
fis-1713	128	20	:	:	PUNCT
fis-1713	128	21	10.3221	10.3221	NUM
fis-1713	128	22	/	/	SYM
fis-1713	128	23	igf	igf	PROPN
fis-1713	128	24	-	-	PROPN
fis-1713	128	25	esis.37.03	esis.37.03	PROPN
fis-1713	128	26	20	20	NUM
fis-1713	128	27	the	the	DET
fis-1713	128	28	main	main	ADJ
fis-1713	128	29	mechanical	mechanical	ADJ
fis-1713	128	30	properties	property	NOUN
fis-1713	128	31	of	of	ADP
fis-1713	128	32	steel	steel	NOUN
fis-1713	128	33	and	and	CCONJ
fis-1713	128	34	concrete	concrete	NOUN
fis-1713	128	35	,	,	PUNCT
fis-1713	128	36	together	together	ADV
fis-1713	128	37	with	with	ADP
fis-1713	128	38	the	the	DET
fis-1713	128	39	average	average	ADJ
fis-1713	128	40	free	free	ADJ
fis-1713	128	41	shrinkage	shrinkage	NOUN
fis-1713	128	42	strain	strain	VERB
fis-1713	128	43	εsh	εsh	NOUN
fis-1713	128	44	and	and	CCONJ
fis-1713	128	45	the	the	DET
fis-1713	128	46	creep	creep	PROPN
fis-1713	128	47	coefficient	coefficient	PROPN
fis-1713	128	48	φc	φc	NOUN
fis-1713	128	49	at	at	ADP
fis-1713	128	50	the	the	DET
fis-1713	128	51	date	date	NOUN
fis-1713	128	52	of	of	ADP
fis-1713	128	53	testing	testing	NOUN
fis-1713	128	54	,	,	PUNCT
fis-1713	128	55	are	be	AUX
fis-1713	128	56	summarized	summarize	VERB
fis-1713	128	57	in	in	ADP
fis-1713	128	58	tab	tab	NOUN
fis-1713	128	59	.	.	PUNCT
fis-1713	129	1	2	2	NUM
fis-1713	129	2	.	.	X
fis-1713	129	3	numerical	numerical	ADJ
fis-1713	129	4	analyses	analysis	NOUN
fis-1713	129	5	are	be	AUX
fis-1713	129	6	performed	perform	VERB
fis-1713	129	7	by	by	ADP
fis-1713	129	8	following	follow	VERB
fis-1713	129	9	the	the	DET
fis-1713	129	10	same	same	ADJ
fis-1713	129	11	modeling	modeling	NOUN
fis-1713	129	12	choices	choice	NOUN
fis-1713	129	13	already	already	ADV
fis-1713	129	14	described	describe	VERB
fis-1713	129	15	in	in	ADP
fis-1713	129	16	the	the	DET
fis-1713	129	17	previous	previous	ADJ
fis-1713	129	18	section	section	NOUN
fis-1713	129	19	.	.	PUNCT
fis-1713	130	1	fig	fig	NOUN
fis-1713	130	2	.	.	PUNCT
fis-1713	131	1	3a	3a	PROPN
fis-1713	131	2	shows	show	VERB
fis-1713	131	3	a	a	DET
fis-1713	131	4	comparison	comparison	NOUN
fis-1713	131	5	between	between	ADP
fis-1713	131	6	numerical	numerical	ADJ
fis-1713	131	7	and	and	CCONJ
fis-1713	131	8	experimental	experimental	ADJ
fis-1713	131	9	[	[	X
fis-1713	131	10	14	14	NUM
fis-1713	131	11	]	]	PUNCT
fis-1713	131	12	results	result	NOUN
fis-1713	131	13	in	in	ADP
fis-1713	131	14	terms	term	NOUN
fis-1713	131	15	of	of	ADP
fis-1713	131	16	bending	bend	VERB
fis-1713	131	17	moment	moment	NOUN
fis-1713	131	18	m	m	VERB
fis-1713	131	19	vs.	vs.	ADP
fis-1713	131	20	midspan	midspan	PROPN
fis-1713	131	21	deflection	deflection	PROPN
fis-1713	131	22	δ	δ	PROPN
fis-1713	131	23	;	;	PUNCT
fis-1713	131	24	for	for	ADP
fis-1713	131	25	both	both	CCONJ
fis-1713	131	26	the	the	DET
fis-1713	131	27	considered	consider	VERB
fis-1713	131	28	beams	beam	NOUN
fis-1713	131	29	.	.	PUNCT
fis-1713	132	1	since	since	SCONJ
fis-1713	132	2	initial	initial	ADJ
fis-1713	132	3	deflection	deflection	NOUN
fis-1713	132	4	due	due	ADP
fis-1713	132	5	to	to	ADP
fis-1713	132	6	shrinkage	shrinkage	NOUN
fis-1713	132	7	was	be	AUX
fis-1713	132	8	not	not	PART
fis-1713	132	9	experimentally	experimentally	ADV
fis-1713	132	10	measured	measure	VERB
fis-1713	132	11	,	,	PUNCT
fis-1713	132	12	also	also	ADV
fis-1713	132	13	in	in	ADP
fis-1713	132	14	this	this	DET
fis-1713	132	15	case	case	NOUN
fis-1713	132	16	numerical	numerical	ADJ
fis-1713	132	17	curves	curve	NOUN
fis-1713	132	18	are	be	AUX
fis-1713	132	19	shifted	shift	VERB
fis-1713	132	20	to	to	ADP
fis-1713	132	21	the	the	DET
fis-1713	132	22	origin	origin	NOUN
fis-1713	132	23	.	.	PUNCT
fis-1713	132	24	    	    	SPACE
fis-1713	133	1	w	w	PROPN
fis-1713	134	1	[	[	X
fis-1713	134	2	mm	mm	X
fis-1713	134	3	]	]	X
fis-1713	134	4	figure	figure	NOUN
fis-1713	134	5	4	4	NUM
fis-1713	134	6	:	:	PUNCT
fis-1713	134	7	numerical	numerical	ADJ
fis-1713	134	8	and	and	CCONJ
fis-1713	134	9	experimental	experimental	ADJ
fis-1713	134	10	[	[	X
fis-1713	134	11	14	14	NUM
fis-1713	134	12	]	]	PUNCT
fis-1713	134	13	crack	crack	NOUN
fis-1713	134	14	pattern	pattern	NOUN
fis-1713	134	15	at	at	ADP
fis-1713	134	16	failure	failure	NOUN
fis-1713	134	17	for	for	ADP
fis-1713	134	18	specimen	speciman	NOUN
fis-1713	134	19	v-01	v-01	NOUN
fis-1713	134	20	-	-	PUNCT
fis-1713	134	21	13db	13db	NOUN
fis-1713	134	22	.	.	PUNCT
fis-1713	135	1	as	as	SCONJ
fis-1713	135	2	can	can	AUX
fis-1713	135	3	be	be	AUX
fis-1713	135	4	seen	see	VERB
fis-1713	135	5	from	from	ADP
fis-1713	135	6	fig	fig	NOUN
fis-1713	135	7	.	.	PUNCT
fis-1713	136	1	3a	3a	NUM
fis-1713	136	2	,	,	PUNCT
fis-1713	136	3	the	the	DET
fis-1713	136	4	shrunk	shrunk	NOUN
fis-1713	136	5	specimen	speciman	NOUN
fis-1713	136	6	v-01	v-01	ADJ
fis-1713	136	7	-	-	PUNCT
fis-1713	136	8	13db	13db	NOUN
fis-1713	136	9	is	be	AUX
fis-1713	136	10	characterized	characterize	VERB
fis-1713	136	11	by	by	ADP
fis-1713	136	12	a	a	DET
fis-1713	136	13	reduced	reduce	VERB
fis-1713	136	14	cracking	cracking	NOUN
fis-1713	136	15	load	load	NOUN
fis-1713	136	16	and	and	CCONJ
fis-1713	136	17	a	a	DET
fis-1713	136	18	larger	large	ADJ
fis-1713	136	19	deflection	deflection	NOUN
fis-1713	136	20	with	with	ADP
fis-1713	136	21	respect	respect	NOUN
fis-1713	136	22	to	to	ADP
fis-1713	136	23	sample	sample	VERB
fis-1713	136	24	v-01	v-01	ADV
fis-1713	136	25	-	-	PUNCT
fis-1713	136	26	13wb	13wb	NOUN
fis-1713	136	27	.	.	PUNCT
fis-1713	137	1	additional	additional	ADJ
fis-1713	137	2	comparisons	comparison	NOUN
fis-1713	137	3	are	be	AUX
fis-1713	137	4	provided	provide	VERB
fis-1713	137	5	in	in	ADP
fis-1713	137	6	fig	fig	NOUN
fis-1713	137	7	.	.	PUNCT
fis-1713	138	1	3b	3b	NUM
fis-1713	138	2	,	,	PUNCT
fis-1713	138	3	where	where	SCONJ
fis-1713	138	4	numerical	numerical	ADJ
fis-1713	138	5	and	and	CCONJ
fis-1713	138	6	experimental	experimental	ADJ
fis-1713	138	7	values	value	NOUN
fis-1713	138	8	of	of	ADP
fis-1713	138	9	cracking	crack	VERB
fis-1713	138	10	moment	moment	NOUN
fis-1713	138	11	mcr	mcr	PROPN
fis-1713	138	12	,	,	PUNCT
fis-1713	138	13	deflection	deflection	NOUN
fis-1713	138	14	δ	δ	PROPN
fis-1713	138	15	,	,	PUNCT
fis-1713	138	16	average	average	ADJ
fis-1713	138	17	and	and	CCONJ
fis-1713	138	18	maximum	maximum	ADJ
fis-1713	138	19	crack	crack	NOUN
fis-1713	138	20	width	width	NOUN
fis-1713	138	21	(	(	PUNCT
fis-1713	138	22	wav	wav	NOUN
fis-1713	138	23	and	and	CCONJ
fis-1713	138	24	wmax	wmax	ADJ
fis-1713	138	25	)	)	PUNCT
fis-1713	138	26	under	under	ADP
fis-1713	138	27	serviceability	serviceability	NOUN
fis-1713	138	28	conditions	condition	NOUN
fis-1713	138	29	are	be	AUX
fis-1713	138	30	listed	list	VERB
fis-1713	138	31	.	.	PUNCT
fis-1713	139	1	finally	finally	ADV
fis-1713	139	2	,	,	PUNCT
fis-1713	139	3	a	a	DET
fis-1713	139	4	good	good	ADJ
fis-1713	139	5	agreement	agreement	NOUN
fis-1713	139	6	is	be	AUX
fis-1713	139	7	also	also	ADV
fis-1713	139	8	found	find	VERB
fis-1713	139	9	in	in	ADP
fis-1713	139	10	terms	term	NOUN
fis-1713	139	11	of	of	ADP
fis-1713	139	12	crack	crack	NOUN
fis-1713	139	13	pattern	pattern	NOUN
fis-1713	139	14	at	at	ADP
fis-1713	139	15	failure	failure	NOUN
fis-1713	139	16	,	,	PUNCT
fis-1713	139	17	as	as	SCONJ
fis-1713	139	18	proved	prove	VERB
fis-1713	139	19	by	by	ADP
fis-1713	139	20	fig	fig	NOUN
fis-1713	139	21	.	.	PUNCT
fis-1713	140	1	4	4	NUM
fis-1713	140	2	,	,	PUNCT
fis-1713	140	3	which	which	PRON
fis-1713	140	4	reports	report	VERB
fis-1713	140	5	numerical	numerical	ADJ
fis-1713	140	6	and	and	CCONJ
fis-1713	140	7	experimental	experimental	ADJ
fis-1713	140	8	results	result	NOUN
fis-1713	140	9	for	for	ADP
fis-1713	140	10	the	the	DET
fis-1713	140	11	shrunk	shrunk	NOUN
fis-1713	140	12	specimen	speciman	NOUN
fis-1713	140	13	v-01	v-01	NOUN
fis-1713	140	14	-	-	PUNCT
fis-1713	140	15	13db	13db	NOUN
fis-1713	140	16	.	.	PUNCT
fis-1713	141	1	conclusions	conclusion	NOUN
fis-1713	141	2	n	n	CCONJ
fis-1713	141	3	this	this	DET
fis-1713	141	4	paper	paper	NOUN
fis-1713	141	5	,	,	PUNCT
fis-1713	141	6	a	a	DET
fis-1713	141	7	non	non	ADJ
fis-1713	141	8	-	-	ADJ
fis-1713	141	9	linear	linear	ADJ
fis-1713	141	10	constitutive	constitutive	ADJ
fis-1713	141	11	model	model	NOUN
fis-1713	141	12	for	for	ADP
fis-1713	141	13	the	the	DET
fis-1713	141	14	analysis	analysis	NOUN
fis-1713	141	15	of	of	ADP
fis-1713	141	16	rc	rc	PROPN
fis-1713	141	17	structures	structure	NOUN
fis-1713	141	18	,	,	PUNCT
fis-1713	141	19	named	name	VERB
fis-1713	141	20	2d	2d	NOUN
fis-1713	141	21	-	-	PUNCT
fis-1713	141	22	parc	parc	NOUN
fis-1713	141	23	,	,	PUNCT
fis-1713	141	24	is	be	AUX
fis-1713	141	25	modified	modify	VERB
fis-1713	141	26	so	so	SCONJ
fis-1713	141	27	as	as	SCONJ
fis-1713	141	28	to	to	PART
fis-1713	141	29	include	include	VERB
fis-1713	141	30	early	early	ADJ
fis-1713	141	31	-	-	PUNCT
fis-1713	141	32	age	age	NOUN
fis-1713	141	33	shrinkage	shrinkage	NOUN
fis-1713	141	34	effects	effect	NOUN
fis-1713	141	35	.	.	PUNCT
fis-1713	142	1	the	the	DET
fis-1713	142	2	procedure	procedure	NOUN
fis-1713	142	3	is	be	AUX
fis-1713	142	4	verified	verify	VERB
fis-1713	142	5	through	through	ADP
fis-1713	142	6	comparisons	comparison	NOUN
fis-1713	142	7	with	with	ADP
fis-1713	142	8	experimental	experimental	ADJ
fis-1713	142	9	data	datum	NOUN
fis-1713	142	10	on	on	ADP
fis-1713	142	11	rc	rc	PROPN
fis-1713	142	12	beams	beam	NOUN
fis-1713	142	13	subjected	subject	VERB
fis-1713	142	14	to	to	ADP
fis-1713	142	15	short	short	ADJ
fis-1713	142	16	-	-	PUNCT
fis-1713	142	17	term	term	NOUN
fis-1713	142	18	loadings	loading	NOUN
fis-1713	142	19	available	available	ADJ
fis-1713	142	20	in	in	ADP
fis-1713	142	21	the	the	DET
fis-1713	142	22	literature	literature	NOUN
fis-1713	142	23	.	.	PUNCT
fis-1713	143	1	satisfactory	satisfactory	ADJ
fis-1713	143	2	results	result	NOUN
fis-1713	143	3	are	be	AUX
fis-1713	143	4	obtained	obtain	VERB
fis-1713	143	5	in	in	ADP
fis-1713	143	6	terms	term	NOUN
fis-1713	143	7	of	of	ADP
fis-1713	143	8	both	both	CCONJ
fis-1713	143	9	global	global	ADJ
fis-1713	143	10	behavior	behavior	NOUN
fis-1713	143	11	and	and	CCONJ
fis-1713	143	12	local	local	ADJ
fis-1713	143	13	member	member	NOUN
fis-1713	143	14	response	response	NOUN
fis-1713	143	15	(	(	PUNCT
fis-1713	143	16	i.e.	i.e.	X
fis-1713	143	17	stresses	stress	NOUN
fis-1713	143	18	in	in	ADP
fis-1713	143	19	concrete	concrete	ADJ
fis-1713	143	20	/	/	SYM
fis-1713	143	21	steel	steel	NOUN
fis-1713	143	22	,	,	PUNCT
fis-1713	143	23	crack	crack	VERB
fis-1713	143	24	distribution	distribution	NOUN
fis-1713	143	25	and	and	CCONJ
fis-1713	143	26	width	width	NOUN
fis-1713	143	27	)	)	PUNCT
fis-1713	143	28	,	,	PUNCT
fis-1713	143	29	thus	thus	ADV
fis-1713	143	30	making	make	VERB
fis-1713	143	31	the	the	DET
fis-1713	143	32	model	model	NOUN
fis-1713	143	33	a	a	DET
fis-1713	143	34	useful	useful	ADJ
fis-1713	143	35	tool	tool	NOUN
fis-1713	143	36	both	both	PRON
fis-1713	143	37	in	in	ADP
fis-1713	143	38	engineering	engineering	NOUN
fis-1713	143	39	and	and	CCONJ
fis-1713	143	40	research	research	NOUN
fis-1713	143	41	practice	practice	NOUN
fis-1713	143	42	.	.	PUNCT
fis-1713	144	1	references	reference	NOUN
fis-1713	144	2	[	[	X
fis-1713	144	3	1	1	NUM
fis-1713	144	4	]	]	X
fis-1713	144	5	gilbert	gilbert	PROPN
fis-1713	144	6	,	,	PUNCT
fis-1713	144	7	r.i	r.i	PROPN
fis-1713	144	8	.	.	PROPN
fis-1713	144	9	,	,	PUNCT
fis-1713	144	10	shrinkage	shrinkage	NOUN
fis-1713	144	11	,	,	PUNCT
fis-1713	144	12	cracking	cracking	NOUN
fis-1713	144	13	and	and	CCONJ
fis-1713	144	14	deflection	deflection	NOUN
fis-1713	144	15	–	–	PUNCT
fis-1713	144	16	the	the	DET
fis-1713	144	17	serviceability	serviceability	NOUN
fis-1713	144	18	of	of	ADP
fis-1713	144	19	concrete	concrete	ADJ
fis-1713	144	20	structures	structure	NOUN
fis-1713	144	21	,	,	PUNCT
fis-1713	144	22	ejse	ejse	ADP
fis-1713	144	23	international	international	ADJ
fis-1713	144	24	,	,	PUNCT
fis-1713	144	25	1	1	NUM
fis-1713	144	26	(	(	PUNCT
fis-1713	144	27	2001	2001	NUM
fis-1713	144	28	)	)	PUNCT
fis-1713	144	29	2	2	NUM
fis-1713	144	30	-	-	SYM
fis-1713	144	31	14	14	NUM
fis-1713	144	32	.	.	PUNCT
fis-1713	145	1	[	[	X
fis-1713	145	2	2	2	NUM
fis-1713	145	3	]	]	PUNCT
fis-1713	145	4	gribniak	gribniak	NOUN
fis-1713	145	5	,	,	PUNCT
fis-1713	145	6	v.	v.	PROPN
fis-1713	145	7	,	,	PUNCT
fis-1713	145	8	kaklauskas	kaklauskas	PROPN
fis-1713	145	9	,	,	PUNCT
fis-1713	145	10	g.	g.	PROPN
fis-1713	145	11	,	,	PUNCT
fis-1713	145	12	kliukas	kliukas	PROPN
fis-1713	145	13	,	,	PUNCT
fis-1713	145	14	r.	r.	PROPN
fis-1713	145	15	,	,	PUNCT
fis-1713	145	16	jakubovskis	jakubovskis	PROPN
fis-1713	145	17	r.	r.	PROPN
fis-1713	145	18	,	,	PUNCT
fis-1713	145	19	shrinkage	shrinkage	VERB
fis-1713	145	20	effect	effect	NOUN
fis-1713	145	21	on	on	ADP
fis-1713	145	22	short	short	ADJ
fis-1713	145	23	-	-	PUNCT
fis-1713	145	24	term	term	NOUN
fis-1713	145	25	deformation	deformation	NOUN
fis-1713	145	26	behavior	behavior	NOUN
fis-1713	145	27	of	of	ADP
fis-1713	145	28	reinforced	reinforce	VERB
fis-1713	145	29	concrete	concrete	NOUN
fis-1713	145	30	–	–	PUNCT
fis-1713	145	31	when	when	SCONJ
fis-1713	145	32	it	it	PRON
fis-1713	145	33	should	should	AUX
fis-1713	145	34	not	not	PART
fis-1713	145	35	be	be	AUX
fis-1713	145	36	neglected	neglect	VERB
fis-1713	145	37	,	,	PUNCT
fis-1713	145	38	mater	mater	NOUN
fis-1713	145	39	design	design	NOUN
fis-1713	145	40	,	,	PUNCT
fis-1713	145	41	51	51	NUM
fis-1713	145	42	(	(	PUNCT
fis-1713	145	43	2013	2013	NUM
fis-1713	145	44	)	)	PUNCT
fis-1713	145	45	1060	1060	NUM
fis-1713	145	46	-	-	SYM
fis-1713	145	47	70	70	NUM
fis-1713	145	48	.	.	PUNCT
fis-1713	146	1	doi:10.1016	doi:10.1016	PROPN
fis-1713	146	2	/	/	SYM
fis-1713	147	1	j.matdes.2013.05.028	j.matdes.2013.05.028	PROPN
fis-1713	148	1	[	[	X
fis-1713	148	2	3	3	NUM
fis-1713	148	3	]	]	X
fis-1713	148	4	bischoff	bischoff	PROPN
fis-1713	148	5	,	,	PUNCT
fis-1713	148	6	p.h	p.h	PROPN
fis-1713	148	7	.	.	PROPN
fis-1713	148	8	,	,	PUNCT
fis-1713	148	9	effects	effect	NOUN
fis-1713	148	10	of	of	ADP
fis-1713	148	11	shrinkage	shrinkage	NOUN
fis-1713	148	12	on	on	ADP
fis-1713	148	13	tension	tension	NOUN
fis-1713	148	14	stiffening	stiffen	VERB
fis-1713	148	15	and	and	CCONJ
fis-1713	148	16	cracking	crack	VERB
fis-1713	148	17	in	in	ADP
fis-1713	148	18	reinforced	reinforce	VERB
fis-1713	148	19	concrete	concrete	NOUN
fis-1713	148	20	,	,	PUNCT
fis-1713	148	21	can	can	AUX
fis-1713	148	22	j	j	PROPN
fis-1713	148	23	civil	civil	PROPN
fis-1713	148	24	eng	eng	PROPN
fis-1713	148	25	,	,	PUNCT
fis-1713	148	26	28	28	NUM
fis-1713	148	27	(	(	PUNCT
fis-1713	148	28	2001	2001	NUM
fis-1713	148	29	)	)	PUNCT
fis-1713	148	30	363–74	363–74	NUM
fis-1713	148	31	.	.	PUNCT
fis-1713	148	32	doi	doi	NOUN
fis-1713	148	33	:	:	PUNCT
fis-1713	148	34	10.1139	10.1139	NUM
fis-1713	148	35	/	/	SYM
fis-1713	148	36	l00	l00	NOUN
fis-1713	148	37	-	-	PUNCT
fis-1713	148	38	117	117	NUM
fis-1713	148	39	[	[	X
fis-1713	148	40	4	4	NUM
fis-1713	148	41	]	]	X
fis-1713	148	42	scanlon	scanlon	PROPN
fis-1713	148	43	,	,	PUNCT
fis-1713	148	44	a.	a.	PROPN
fis-1713	148	45	,	,	PUNCT
fis-1713	148	46	bischoff	bischoff	PROPN
fis-1713	148	47	,	,	PUNCT
fis-1713	148	48	p.h	p.h	PROPN
fis-1713	148	49	.	.	PROPN
fis-1713	148	50	,	,	PUNCT
fis-1713	148	51	shrinkage	shrinkage	VERB
fis-1713	148	52	restraint	restraint	NOUN
fis-1713	148	53	and	and	CCONJ
fis-1713	148	54	loading	load	VERB
fis-1713	148	55	history	history	NOUN
fis-1713	148	56	effects	effect	NOUN
fis-1713	148	57	on	on	ADP
fis-1713	148	58	deflections	deflection	NOUN
fis-1713	148	59	of	of	ADP
fis-1713	148	60	flexural	flexural	ADJ
fis-1713	148	61	members	member	NOUN
fis-1713	148	62	,	,	PUNCT
fis-1713	148	63	aci	aci	PROPN
fis-1713	148	64	struct	struct	PROPN
fis-1713	148	65	j	j	PROPN
fis-1713	148	66	,	,	PUNCT
fis-1713	148	67	105	105	NUM
fis-1713	148	68	(	(	PUNCT
fis-1713	148	69	2008	2008	NUM
fis-1713	148	70	)	)	PUNCT
fis-1713	149	1	498–506	498–506	NUM
fis-1713	149	2	.	.	PUNCT
fis-1713	150	1	[	[	X
fis-1713	150	2	5	5	NUM
fis-1713	150	3	]	]	PUNCT
fis-1713	150	4	rots	rot	VERB
fis-1713	150	5	,	,	PUNCT
fis-1713	150	6	j.	j.	PROPN
fis-1713	150	7	g.	g.	PROPN
fis-1713	150	8	,	,	PUNCT
fis-1713	150	9	de	de	PROPN
fis-1713	150	10	borst	borst	PROPN
fis-1713	150	11	r.	r.	PROPN
fis-1713	150	12	,	,	PUNCT
fis-1713	150	13	analysis	analysis	NOUN
fis-1713	150	14	of	of	ADP
fis-1713	150	15	mixed	mixed	ADJ
fis-1713	150	16	-	-	PUNCT
fis-1713	150	17	mode	mode	NOUN
fis-1713	150	18	fracture	fracture	NOUN
fis-1713	150	19	in	in	ADP
fis-1713	150	20	concrete	concrete	NOUN
fis-1713	150	21	,	,	PUNCT
fis-1713	150	22	j	j	PROPN
fis-1713	150	23	struct	struct	NOUN
fis-1713	150	24	mech	mech	NOUN
fis-1713	150	25	,	,	PUNCT
fis-1713	150	26	113	113	NUM
fis-1713	150	27	(	(	PUNCT
fis-1713	150	28	1987	1987	NUM
fis-1713	150	29	)	)	PUNCT
fis-1713	150	30	1739	1739	NUM
fis-1713	150	31	-	-	SYM
fis-1713	150	32	1758	1758	NUM
fis-1713	150	33	.	.	PUNCT
fis-1713	151	1	doi:10.1061/(asce)0733	doi:10.1061/(asce)0733	VERB
fis-1713	151	2	-	-	PUNCT
fis-1713	151	3	9399	9399	NUM
fis-1713	151	4	[	[	X
fis-1713	151	5	6	6	NUM
fis-1713	151	6	]	]	SYM
fis-1713	151	7	vecchio	vecchio	PROPN
fis-1713	151	8	,	,	PUNCT
fis-1713	151	9	f.j	f.j	PROPN
fis-1713	151	10	.	.	PROPN
fis-1713	151	11	,	,	PUNCT
fis-1713	151	12	reinforced	reinforce	VERB
fis-1713	151	13	concrete	concrete	ADJ
fis-1713	151	14	membrane	membrane	NOUN
fis-1713	151	15	element	element	NOUN
fis-1713	151	16	formulations	formulation	NOUN
fis-1713	151	17	,	,	PUNCT
fis-1713	151	18	asce	asce	PROPN
fis-1713	151	19	j	j	PROPN
fis-1713	151	20	struct	struct	NOUN
fis-1713	151	21	eng	eng	PROPN
fis-1713	151	22	,	,	PUNCT
fis-1713	151	23	116	116	NUM
fis-1713	151	24	(	(	PUNCT
fis-1713	151	25	1990	1990	NUM
fis-1713	151	26	)	)	PUNCT
fis-1713	151	27	730	730	NUM
fis-1713	151	28	-	-	SYM
fis-1713	151	29	50	50	NUM
fis-1713	151	30	.	.	PUNCT
fis-1713	152	1	doi:10.1061/(asce)0733	doi:10.1061/(asce)0733	VERB
fis-1713	152	2	-	-	PUNCT
fis-1713	152	3	9445	9445	NUM
fis-1713	152	4	[	[	X
fis-1713	152	5	7	7	NUM
fis-1713	152	6	]	]	X
fis-1713	152	7	maekawa	maekawa	NOUN
fis-1713	152	8	,	,	PUNCT
fis-1713	152	9	k.	k.	PROPN
fis-1713	152	10	,	,	PUNCT
fis-1713	152	11	soltani	soltani	PROPN
fis-1713	152	12	,	,	PUNCT
fis-1713	152	13	m.	m.	NOUN
fis-1713	152	14	,	,	PUNCT
fis-1713	152	15	ishida	ishida	PROPN
fis-1713	152	16	,	,	PUNCT
fis-1713	152	17	t.	t.	PROPN
fis-1713	152	18	,	,	PUNCT
fis-1713	152	19	itoyama	itoyama	NOUN
fis-1713	152	20	,	,	PUNCT
fis-1713	152	21	y.	y.	NOUN
fis-1713	152	22	,	,	PUNCT
fis-1713	152	23	time	time	NOUN
fis-1713	152	24	-	-	PUNCT
fis-1713	152	25	dependent	dependent	ADJ
fis-1713	152	26	space	space	NOUN
fis-1713	152	27	-	-	PUNCT
fis-1713	152	28	averaged	average	VERB
fis-1713	152	29	constitutive	constitutive	ADJ
fis-1713	152	30	modeling	modeling	NOUN
fis-1713	152	31	of	of	ADP
fis-1713	152	32	cracked	crack	VERB
fis-1713	152	33	reinforced	reinforce	VERB
fis-1713	152	34	concrete	concrete	NOUN
fis-1713	152	35	subjected	subject	VERB
fis-1713	152	36	to	to	PART
fis-1713	152	37	shrinkage	shrinkage	VERB
fis-1713	152	38	and	and	CCONJ
fis-1713	152	39	sustained	sustained	ADJ
fis-1713	152	40	loads	load	NOUN
fis-1713	152	41	,	,	PUNCT
fis-1713	152	42	j	j	PROPN
fis-1713	152	43	adv	adv	PROPN
fis-1713	152	44	concr	concr	PROPN
fis-1713	152	45	technol	technol	ADJ
fis-1713	152	46	,	,	PUNCT
fis-1713	152	47	4	4	NUM
fis-1713	152	48	(	(	PUNCT
fis-1713	152	49	2006	2006	NUM
fis-1713	152	50	)	)	PUNCT
fis-1713	152	51	193	193	NUM
fis-1713	152	52	-	-	SYM
fis-1713	152	53	207	207	NUM
fis-1713	152	54	.	.	PUNCT
fis-1713	153	1	doi:10.3151	doi:10.3151	NOUN
fis-1713	153	2	/	/	SYM
fis-1713	153	3	jact.4.193	jact.4.193	PROPN
fis-1713	153	4	[	[	X
fis-1713	153	5	8	8	NUM
fis-1713	153	6	]	]	X
fis-1713	153	7	kaklauskas	kaklauskas	PROPN
fis-1713	153	8	,	,	PUNCT
fis-1713	153	9	g.	g.	PROPN
fis-1713	153	10	,	,	PUNCT
fis-1713	153	11	gribniak	gribniak	NOUN
fis-1713	153	12	,	,	PUNCT
fis-1713	153	13	v.	v.	PROPN
fis-1713	153	14	,	,	PUNCT
fis-1713	153	15	bacinskas	bacinskas	PROPN
fis-1713	153	16	,	,	PUNCT
fis-1713	153	17	d.	d.	PROPN
fis-1713	153	18	,	,	PUNCT
fis-1713	153	19	vainiunas	vainiunas	PROPN
fis-1713	153	20	,	,	PUNCT
fis-1713	153	21	p.	p.	NOUN
fis-1713	153	22	,	,	PUNCT
fis-1713	153	23	shrinkage	shrinkage	VERB
fis-1713	153	24	influence	influence	NOUN
fis-1713	153	25	on	on	ADP
fis-1713	153	26	tension	tension	NOUN
fis-1713	153	27	stiffening	stiffen	VERB
fis-1713	153	28	in	in	ADP
fis-1713	153	29	concrete	concrete	ADJ
fis-1713	153	30	members	member	NOUN
fis-1713	153	31	,	,	PUNCT
fis-1713	153	32	eng	eng	PROPN
fis-1713	153	33	struct	struct	NOUN
fis-1713	153	34	,	,	PUNCT
fis-1713	153	35	31	31	NUM
fis-1713	153	36	(	(	PUNCT
fis-1713	153	37	2009	2009	NUM
fis-1713	153	38	)	)	PUNCT
fis-1713	153	39	1305	1305	NUM
fis-1713	153	40	-	-	SYM
fis-1713	153	41	12	12	NUM
fis-1713	153	42	.	.	PUNCT
fis-1713	154	1	doi:10.1016	doi:10.1016	PROPN
fis-1713	154	2	/	/	SYM
fis-1713	154	3	j.engstruct.2008.10.007	j.engstruct.2008.10.007	PROPN
fis-1713	155	1	i	i	PROPN
fis-1713	155	2	p.	p.	PROPN
fis-1713	155	3	bernardi	bernardi	PROPN
fis-1713	155	4	et	et	PROPN
fis-1713	155	5	alii	alii	PROPN
fis-1713	155	6	,	,	PUNCT
fis-1713	155	7	frattura	frattura	PROPN
fis-1713	155	8	ed	ed	PROPN
fis-1713	155	9	integrità	integrità	PROPN
fis-1713	155	10	strutturale	strutturale	PROPN
fis-1713	155	11	,	,	PUNCT
fis-1713	155	12	37	37	NUM
fis-1713	155	13	(	(	PUNCT
fis-1713	155	14	2016	2016	NUM
fis-1713	155	15	)	)	PUNCT
fis-1713	155	16	15	15	NUM
fis-1713	155	17	-	-	SYM
fis-1713	155	18	21	21	NUM
fis-1713	155	19	;	;	PUNCT
fis-1713	155	20	doi	doi	NOUN
fis-1713	155	21	:	:	PUNCT
fis-1713	155	22	10.3221	10.3221	NUM
fis-1713	155	23	/	/	SYM
fis-1713	155	24	igf	igf	PROPN
fis-1713	155	25	-	-	PROPN
fis-1713	155	26	esis.37.03	esis.37.03	PROPN
fis-1713	155	27	21	21	NUM
fis-1713	155	28	[	[	SYM
fis-1713	155	29	9	9	NUM
fis-1713	155	30	]	]	SYM
fis-1713	155	31	luo	luo	PROPN
fis-1713	155	32	,	,	PUNCT
fis-1713	155	33	y.	y.	PROPN
fis-1713	155	34	,	,	PUNCT
fis-1713	155	35	wang	wang	PROPN
fis-1713	155	36	,	,	PUNCT
fis-1713	155	37	m.y	m.y	PROPN
fis-1713	155	38	.	.	PROPN
fis-1713	155	39	,	,	PUNCT
fis-1713	155	40	zhou	zhou	PROPN
fis-1713	155	41	,	,	PUNCT
fis-1713	155	42	m.	m.	NOUN
fis-1713	155	43	,	,	PUNCT
fis-1713	155	44	deng	deng	PROPN
fis-1713	155	45	,	,	PUNCT
fis-1713	155	46	z.	z.	PROPN
fis-1713	155	47	,	,	PUNCT
fis-1713	155	48	topology	topology	NOUN
fis-1713	155	49	optimization	optimization	NOUN
fis-1713	155	50	of	of	ADP
fis-1713	155	51	reinforced	reinforce	VERB
fis-1713	155	52	concrete	concrete	ADJ
fis-1713	155	53	structures	structure	NOUN
fis-1713	155	54	considering	consider	VERB
fis-1713	155	55	control	control	NOUN
fis-1713	155	56	of	of	ADP
fis-1713	155	57	shrinkage	shrinkage	NOUN
fis-1713	155	58	and	and	CCONJ
fis-1713	155	59	strength	strength	NOUN
fis-1713	155	60	failure	failure	NOUN
fis-1713	155	61	,	,	PUNCT
fis-1713	155	62	comput	comput	NOUN
fis-1713	155	63	struct	struct	NOUN
fis-1713	155	64	,	,	PUNCT
fis-1713	155	65	157	157	NUM
fis-1713	155	66	(	(	PUNCT
fis-1713	155	67	2015	2015	NUM
fis-1713	155	68	)	)	PUNCT
fis-1713	155	69	31	31	NUM
fis-1713	155	70	-	-	SYM
fis-1713	155	71	41	41	NUM
fis-1713	155	72	.	.	PUNCT
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fis-1713	156	36	,	,	PUNCT
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fis-1713	156	43	2008	2008	NUM
fis-1713	156	44	)	)	PUNCT
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fis-1713	156	46	.	.	PUNCT
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fis-1713	158	9	,	,	PUNCT
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fis-1713	158	32	,	,	PUNCT
fis-1713	158	33	eng	eng	PROPN
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fis-1713	158	36	,	,	PUNCT
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fis-1713	158	39	2013	2013	NUM
fis-1713	158	40	)	)	PUNCT
fis-1713	158	41	238	238	NUM
fis-1713	158	42	-	-	SYM
fis-1713	158	43	250	250	NUM
fis-1713	158	44	.	.	PUNCT
fis-1713	159	1	doi:10.1016	doi:10.1016	PROPN
fis-1713	159	2	/	/	SYM
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fis-1713	160	10	r.	r.	PROPN
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fis-1713	160	13	,	,	PUNCT
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fis-1713	160	18	a.	a.	PROPN
fis-1713	160	19	,	,	PUNCT
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fis-1713	160	22	of	of	ADP
fis-1713	160	23	the	the	DET
fis-1713	160	24	cracking	crack	VERB
fis-1713	160	25	behavior	behavior	NOUN
fis-1713	160	26	of	of	ADP
fis-1713	160	27	rc	rc	PROPN
fis-1713	160	28	and	and	CCONJ
fis-1713	160	29	sfrc	sfrc	PROPN
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fis-1713	160	33	beams	beam	NOUN
fis-1713	160	34	,	,	PUNCT
fis-1713	160	35	eng	eng	PROPN
fis-1713	160	36	fract	fract	PROPN
fis-1713	160	37	mech	mech	PROPN
fis-1713	160	38	(	(	PUNCT
fis-1713	160	39	2016	2016	NUM
fis-1713	160	40	)	)	PUNCT
fis-1713	160	41	doi:10.1016	doi:10.1016	PROPN
fis-1713	160	42	/	/	SYM
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fis-1713	160	46	]	]	PUNCT
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fis-1713	160	49	v.	v.	ADV
fis-1713	160	50	,	,	PUNCT
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fis-1713	160	53	on	on	ADP
fis-1713	160	54	tension	tension	NOUN
fis-1713	160	55	-	-	PUNCT
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fis-1713	160	59	structures	structure	NOUN
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fis-1713	160	68	,	,	PUNCT
fis-1713	160	69	vilnius	vilnius	NOUN
fis-1713	160	70	,	,	PUNCT
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fis-1713	160	72	(	(	PUNCT
fis-1713	160	73	2009	2009	NUM
fis-1713	160	74	)	)	PUNCT
fis-1713	161	1	[	[	X
fis-1713	161	2	14	14	NUM
fis-1713	161	3	]	]	PUNCT
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fis-1713	161	5	,	,	PUNCT
fis-1713	161	6	r.	r.	PROPN
fis-1713	161	7	,	,	PUNCT
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fis-1713	161	9	,	,	PUNCT
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fis-1713	161	13	,	,	PUNCT
fis-1713	161	14	t.	t.	PROPN
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fis-1713	161	22	of	of	ADP
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fis-1713	161	24	recycled	recycle	VERB
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fis-1713	161	26	beams	beam	NOUN
fis-1713	161	27	,	,	PUNCT
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fis-1713	161	32	,	,	PUNCT
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fis-1713	161	34	(	(	PUNCT
fis-1713	161	35	2007	2007	NUM
fis-1713	161	36	)	)	PUNCT
fis-1713	161	37	43	43	NUM
fis-1713	161	38	-	-	SYM
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fis-1713	161	40	.	.	PUNCT
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fis-1713	163	7	.	.	PUNCT
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fis-1713	164	7	and	and	CCONJ
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fis-1713	164	13	aci	aci	PROPN
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fis-1713	164	15	,	,	PUNCT
fis-1713	164	16	farmington	farmington	PROPN
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fis-1713	164	21	(	(	PUNCT
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fis-1713	164	23	)	)	PUNCT
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fis-1713	165	7	-	-	SYM
fis-1713	165	8	1	1	NUM
fis-1713	165	9	-	-	PUNCT
fis-1713	165	10	1:2005	1:2005	NUM
fis-1713	165	11	.	.	PUNCT
fis-1713	166	1	eurocode	eurocode	VERB
fis-1713	166	2	2	2	NUM
fis-1713	166	3	–	–	PUNCT
fis-1713	166	4	design	design	NOUN
fis-1713	166	5	of	of	ADP
fis-1713	166	6	concrete	concrete	ADJ
fis-1713	166	7	structures	structure	NOUN
fis-1713	166	8	–	–	PUNCT
fis-1713	166	9	part	part	NOUN
fis-1713	166	10	1	1	NUM
fis-1713	166	11	-	-	SYM
fis-1713	166	12	1	1	NUM
fis-1713	166	13	:	:	PUNCT
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fis-1713	166	20	,	,	PUNCT
fis-1713	166	21	(	(	PUNCT
fis-1713	166	22	2005	2005	NUM
fis-1713	166	23	)	)	PUNCT
fis-1713	166	24	.	.	PUNCT
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fis-1713	167	3	]	]	SYM
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fis-1713	167	9	,	,	PUNCT
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fis-1713	167	12	,	,	PUNCT
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fis-1713	167	14	and	and	CCONJ
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fis-1713	167	16	prediction	prediction	NOUN
fis-1713	167	17	model	model	NOUN
fis-1713	167	18	for	for	ADP
fis-1713	167	19	analysis	analysis	NOUN
fis-1713	167	20	and	and	CCONJ
fis-1713	167	21	design	design	NOUN
fis-1713	167	22	of	of	ADP
fis-1713	167	23	concrete	concrete	ADJ
fis-1713	167	24	structures	structure	NOUN
fis-1713	167	25	:	:	PUNCT
fis-1713	167	26	model	model	NOUN
fis-1713	167	27	b3	b3	PROPN
fis-1713	167	28	.	.	PUNCT
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fis-1713	168	5	(	(	PUNCT
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fis-1713	168	7	)	)	PUNCT
fis-1713	168	8	.	.	PUNCT
fis-1713	169	1	<	<	X
fis-1713	169	2	<	<	X
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fis-1713	169	8	true	true	ADJ
fis-1713	169	9	/autorotatepages	/autorotatepage	NOUN
fis-1713	169	10	/none	/none	PUNCT
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fis-1713	170	1	/calgrayprofile	/calgrayprofile	VERB
fis-1713	170	2	(	(	PUNCT
fis-1713	170	3	dot	dot	NOUN
fis-1713	170	4	gain	gain	NOUN
fis-1713	170	5	20	20	NUM
fis-1713	170	6	%	%	NOUN
fis-1713	170	7	)	)	PUNCT
fis-1713	170	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-1713	171	1	(	(	PUNCT
fis-1713	171	2	srgb	srgb	PROPN
fis-1713	171	3	iec61966	iec61966	NOUN
fis-1713	171	4	-	-	PUNCT
fis-1713	171	5	2.1	2.1	NUM
fis-1713	171	6	)	)	PUNCT
fis-1713	171	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-1713	172	1	(	(	PUNCT
fis-1713	172	2	u.s	u.s	PROPN
fis-1713	172	3	.	.	PROPN
fis-1713	172	4	web	web	NOUN
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fis-1713	172	6	\050swop\051	\050swop\051	ADJ
fis-1713	172	7	v2	v2	NOUN
fis-1713	172	8	)	)	PUNCT
fis-1713	172	9	/srgbprofile	/srgbprofile	PUNCT
fis-1713	172	10	(	(	PUNCT
fis-1713	172	11	srgb	srgb	PROPN
fis-1713	172	12	iec61966	iec61966	NOUN
fis-1713	172	13	-	-	PUNCT
fis-1713	172	14	2.1	2.1	NUM
fis-1713	172	15	)	)	PUNCT
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fis-1713	174	1	1.4	1.4	NUM
fis-1713	174	2	/compressobjects	/compressobject	NOUN
fis-1713	174	3	/tags	/tag	VERB
fis-1713	174	4	/compresspages	/compresspage	NOUN
fis-1713	174	5	true	true	ADJ
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fis-1713	174	7	true	true	ADJ
fis-1713	174	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-1713	174	9	true	true	ADJ
fis-1713	174	10	/createjobticket	/createjobticket	NOUN
fis-1713	174	11	false	false	ADJ
fis-1713	174	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-1713	174	13	/default	/default	PUNCT
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fis-1713	174	15	true	true	ADJ
fis-1713	174	16	/detectcurves	/detectcurve	VERB
fis-1713	175	1	0.0000	0.0000	NUM
fis-1713	175	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-1713	175	3	/cmyk	/cmyk	PUNCT
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fis-1713	177	1	false	false	ADJ
fis-1713	177	2	/embedallfonts	/embedallfont	NOUN
fis-1713	177	3	true	true	ADJ
fis-1713	177	4	/embedopentype	/embedopentype	PUNCT
fis-1713	177	5	false	false	ADJ
fis-1713	177	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-1713	177	7	true	true	ADJ
fis-1713	177	8	/embedjoboptions	/embedjoboption	NOUN
fis-1713	177	9	true	true	ADJ
fis-1713	177	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-1713	177	11	0	0	NUM
fis-1713	177	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-1713	177	13	false	false	ADJ
fis-1713	177	14	/endpage	/endpage	NOUN
fis-1713	177	15	-1	-1	NOUN
fis-1713	177	16	/imagememory	/imagememory	NUM
fis-1713	177	17	1048576	1048576	NUM
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fis-1713	177	19	false	false	ADJ
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fis-1713	177	23	true	true	ADJ
fis-1713	177	24	/opm	/opm	NOUN
fis-1713	177	25	1	1	NUM
fis-1713	177	26	/parsedsccomments	/parsedsccomment	NOUN
fis-1713	177	27	true	true	ADJ
fis-1713	177	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-1713	177	29	true	true	ADJ
fis-1713	177	30	/preservecopypage	/preservecopypage	NOUN
fis-1713	177	31	true	true	ADJ
fis-1713	177	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-1713	177	33	true	true	ADJ
fis-1713	177	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-1713	177	35	true	true	ADJ
fis-1713	177	36	/preserveflatness	/preserveflatness	NOUN
fis-1713	177	37	true	true	ADJ
fis-1713	177	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-1713	177	39	false	false	ADJ
fis-1713	177	40	/preserveopicomments	/preserveopicomment	NOUN
fis-1713	177	41	true	true	ADJ
fis-1713	177	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-1713	177	43	true	true	ADJ
fis-1713	177	44	/startpage	/startpage	NOUN
fis-1713	177	45	1	1	NUM
fis-1713	177	46	/subsetfonts	/subsetfont	NOUN
fis-1713	177	47	true	true	ADJ
fis-1713	177	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-1713	177	49	/apply	/apply	PUNCT
fis-1713	177	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-1713	178	1	/preserve	/preserve	NOUN
fis-1713	178	2	/useprologue	/useprologue	NOUN
fis-1713	178	3	false	false	ADJ
fis-1713	178	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-1713	178	5	(	(	PUNCT
fis-1713	178	6	)	)	PUNCT
fis-1713	178	7	/alwaysembed	/alwaysembe	VERB
fis-1713	178	8	[	[	PUNCT
fis-1713	178	9	true	true	ADJ
fis-1713	178	10	]	]	PUNCT
fis-1713	178	11	/neverembed	/neverembed	PUNCT
fis-1713	179	1	[	[	PUNCT
fis-1713	179	2	true	true	ADJ
fis-1713	179	3	]	]	PUNCT
fis-1713	179	4	/antialiascolorimages	/antialiascolorimages	X
fis-1713	179	5	false	false	ADJ
fis-1713	179	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-1713	179	7	true	true	ADJ
fis-1713	179	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-1713	179	9	300	300	NUM
fis-1713	179	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-1713	179	11	/ok	/ok	ADJ
fis-1713	180	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-1713	181	1	true	true	ADJ
fis-1713	181	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-1713	181	3	/bicubic	/bicubic	NOUN
fis-1713	181	4	/colorimageresolution	/colorimageresolution	NOUN
fis-1713	182	1	300	300	NUM
fis-1713	182	2	/colorimagedepth	/colorimagedepth	PRON
fis-1713	182	3	-1	-1	INTJ
fis-1713	182	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-1713	182	5	1	1	NUM
fis-1713	182	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-1713	182	7	1.50000	1.50000	NUM
fis-1713	182	8	/encodecolorimages	/encodecolorimage	NOUN
fis-1713	182	9	true	true	ADJ
fis-1713	182	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-1713	182	11	/dctencode	/dctencode	PUNCT
fis-1713	183	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-1713	183	2	true	true	ADJ
fis-1713	183	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-1713	183	4	/jpeg	/jpeg	PUNCT
fis-1713	183	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-1713	184	1	<	<	X
fis-1713	184	2	<	<	X
fis-1713	184	3	/qfactor	/qfactor	NOUN
fis-1713	184	4	0.15	0.15	NUM
fis-1713	184	5	/hsamples	/hsample	NOUN
fis-1713	185	1	[	[	X
fis-1713	185	2	1	1	NUM
fis-1713	185	3	1	1	NUM
fis-1713	185	4	1	1	NUM
fis-1713	185	5	1	1	NUM
fis-1713	185	6	]	]	PUNCT
fis-1713	185	7	/vsamples	/vsample	NOUN
fis-1713	186	1	[	[	X
fis-1713	186	2	1	1	NUM
fis-1713	186	3	1	1	NUM
fis-1713	186	4	1	1	NUM
fis-1713	186	5	1	1	NUM
fis-1713	186	6	]	]	PUNCT
fis-1713	186	7	>	>	PUNCT
fis-1713	186	8	>	>	X
fis-1713	186	9	/colorimagedict	/colorimagedict	PUNCT
fis-1713	187	1	<	<	X
fis-1713	187	2	<	<	X
fis-1713	187	3	/qfactor	/qfactor	NOUN
fis-1713	187	4	0.15	0.15	NUM
fis-1713	187	5	/hsamples	/hsample	NOUN
fis-1713	188	1	[	[	X
fis-1713	188	2	1	1	NUM
fis-1713	188	3	1	1	NUM
fis-1713	188	4	1	1	NUM
fis-1713	188	5	1	1	NUM
fis-1713	188	6	]	]	PUNCT
fis-1713	188	7	/vsamples	/vsample	NOUN
fis-1713	189	1	[	[	X
fis-1713	189	2	1	1	NUM
fis-1713	189	3	1	1	NUM
fis-1713	189	4	1	1	NUM
fis-1713	189	5	1	1	NUM
fis-1713	189	6	]	]	PUNCT
fis-1713	189	7	>	>	PUNCT
fis-1713	189	8	>	>	X
fis-1713	189	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
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fis-1713	190	3	/tilewidth	/tilewidth	PUNCT
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fis-1713	190	5	/tileheight	/tileheight	NUM
fis-1713	190	6	256	256	NUM
fis-1713	190	7	/quality	/quality	NOUN
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fis-1713	190	9	>	>	PUNCT
fis-1713	190	10	>	>	X
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fis-1713	190	24	/cropgrayimages	/cropgrayimage	NOUN
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fis-1713	190	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
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fis-1713	191	3	/bicubic	/bicubic	NOUN
fis-1713	191	4	/grayimageresolution	/grayimageresolution	NOUN
fis-1713	191	5	300	300	NUM
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fis-1713	191	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-1713	192	1	2	2	NUM
fis-1713	192	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
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fis-1713	192	4	/encodegrayimages	/encodegrayimage	NOUN
fis-1713	192	5	true	true	ADJ
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fis-1713	193	4	/jpeg	/jpeg	PUNCT
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fis-1713	194	5	/hsamples	/hsample	NOUN
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fis-1713	195	3	1	1	NUM
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fis-1713	195	5	1	1	NUM
fis-1713	195	6	]	]	PUNCT
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fis-1713	196	1	[	[	X
fis-1713	196	2	1	1	NUM
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fis-1713	196	5	1	1	NUM
fis-1713	196	6	]	]	PUNCT
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fis-1713	197	5	/hsamples	/hsample	NOUN
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fis-1713	199	6	]	]	PUNCT
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fis-1713	203	5	/monoimagefilter	/monoimagefilter	ADP
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fis-1713	214	2	>	>	X
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fis-1713	214	6	>	>	X
fis-1713	214	7	/esp	/esp	PUNCT
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fis-1713	215	3	>	>	X
fis-1713	215	4	/fra	/fra	PUNCT
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fis-1713	216	3	>	>	X
fis-1713	216	4	/gre	/gre	PUNCT
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fis-1713	216	7	>	>	X
fis-1713	216	8	/heb	/heb	X
fis-1713	216	9	<	<	X
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fis-1713	216	11	>	>	X
fis-1713	216	12	/hrv	/hrv	PROPN
fis-1713	217	1	(	(	PUNCT
fis-1713	217	2	za	za	PROPN
fis-1713	217	3	stvaranje	stvaranje	PROPN
fis-1713	217	4	adobe	adobe	PROPN
fis-1713	217	5	pdf	pdf	PROPN
fis-1713	217	6	dokumenata	dokumenata	PROPN
fis-1713	217	7	najpogodnijih	najpogodnijih	PROPN
fis-1713	217	8	za	za	PROPN
fis-1713	217	9	visokokvalitetni	visokokvalitetni	VERB
fis-1713	217	10	ispis	ispis	ADJ
fis-1713	217	11	prije	prije	NOUN
fis-1713	217	12	tiskanja	tiskanja	PROPN
fis-1713	217	13	koristite	koristite	PROPN
fis-1713	217	14	ove	ove	NOUN
fis-1713	217	15	postavke	postavke	NOUN
fis-1713	217	16	.	.	PUNCT
fis-1713	218	1	stvoreni	stvoreni	ADJ
fis-1713	218	2	pdf	pdf	NOUN
fis-1713	218	3	dokumenti	dokumenti	PROPN
fis-1713	218	4	mogu	mogu	PROPN
fis-1713	218	5	se	se	X
fis-1713	218	6	otvoriti	otvoriti	PROPN
fis-1713	218	7	acrobat	acrobat	PROPN
fis-1713	219	1	i	i	PRON
fis-1713	219	2	adobe	adobe	PROPN
fis-1713	219	3	reader	reader	PROPN
fis-1713	219	4	5.0	5.0	NUM
fis-1713	219	5	i	i	PRON
fis-1713	219	6	kasnijim	kasnijim	VERB
fis-1713	219	7	verzijama	verzijama	NOUN
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fis-1713	224	3	>	>	X
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fis-1713	226	3	>	>	X
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fis-1713	227	1	(	(	PUNCT
fis-1713	227	2	gebruik	gebruik	NOUN
fis-1713	227	3	deze	deze	PROPN
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fis-1713	231	16	/sky	/sky	PUNCT
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fis-1713	232	7	>	>	X
fis-1713	232	8	/suo	/suo	PROPN
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fis-1713	233	3	>	>	X
fis-1713	233	4	/sve	/sve	PROPN
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fis-1713	233	7	>	>	X
fis-1713	233	8	/tur	/tur	X
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fis-1713	233	11	>	>	X
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fis-1713	233	15	>	>	X
fis-1713	233	16	/enu	/enu	PUNCT
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fis-1713	233	18	use	use	VERB
fis-1713	233	19	these	these	DET
fis-1713	233	20	settings	setting	NOUN
fis-1713	233	21	to	to	PART
fis-1713	233	22	create	create	VERB
fis-1713	233	23	adobe	adobe	PROPN
fis-1713	233	24	pdf	pdf	PROPN
fis-1713	233	25	documents	document	NOUN
fis-1713	233	26	best	well	ADV
fis-1713	233	27	suited	suit	VERB
fis-1713	233	28	for	for	ADP
fis-1713	233	29	high	high	ADJ
fis-1713	233	30	-	-	PUNCT
fis-1713	233	31	quality	quality	NOUN
fis-1713	233	32	prepress	prepress	NOUN
fis-1713	233	33	printing	printing	NOUN
fis-1713	233	34	.	.	PUNCT
fis-1713	234	1	created	create	VERB
fis-1713	234	2	pdf	pdf	NOUN
fis-1713	234	3	documents	document	NOUN
fis-1713	234	4	can	can	AUX
fis-1713	234	5	be	be	AUX
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fis-1713	234	7	with	with	ADP
fis-1713	234	8	acrobat	acrobat	PROPN
fis-1713	234	9	and	and	CCONJ
fis-1713	234	10	adobe	adobe	PROPN
fis-1713	234	11	reader	reader	PROPN
fis-1713	234	12	5.0	5.0	NUM
fis-1713	234	13	and	and	CCONJ
fis-1713	234	14	later	later	ADV
fis-1713	234	15	.	.	PUNCT
fis-1713	234	16	)	)	PUNCT
fis-1713	235	1	>	>	PUNCT
fis-1713	235	2	>	>	X
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fis-1713	236	5	(	(	PUNCT
fis-1713	236	6	common	common	ADJ
fis-1713	236	7	)	)	PUNCT
fis-1713	236	8	(	(	PUNCT
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fis-1713	236	10	)	)	PUNCT
fis-1713	236	11	]	]	PUNCT
fis-1713	237	1	/othernamespaces	/othernamespace	VERB
fis-1713	237	2	[	[	PUNCT
fis-1713	237	3	<	<	X
fis-1713	237	4	<	<	X
fis-1713	237	5	/asreaderspreads	/asreaderspreads	X
fis-1713	237	6	false	false	ADJ
fis-1713	237	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-1713	237	8	true	true	ADJ
fis-1713	237	9	/errorcontrol	/errorcontrol	NOUN
fis-1713	238	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-1713	238	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-1713	238	3	false	false	ADJ
fis-1713	238	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-1713	238	5	false	false	ADJ
fis-1713	238	6	/includenonprinting	/includenonprinting	NOUN
fis-1713	238	7	false	false	ADJ
fis-1713	238	8	/includeslug	/includeslug	INTJ
fis-1713	238	9	false	false	ADJ
fis-1713	238	10	/namespace	/namespace	NOUN
fis-1713	239	1	[	[	PUNCT
fis-1713	239	2	(	(	PUNCT
fis-1713	239	3	adobe	adobe	PROPN
fis-1713	239	4	)	)	PUNCT
fis-1713	239	5	(	(	PUNCT
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fis-1713	239	8	(	(	PUNCT
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fis-1713	239	10	)	)	PUNCT
fis-1713	239	11	]	]	PUNCT
fis-1713	239	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-1713	240	1	false	false	ADJ
fis-1713	240	2	/omitplacedeps	/omitplacedeps	INTJ
fis-1713	240	3	false	false	ADJ
fis-1713	240	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-1713	240	5	false	false	ADJ
fis-1713	240	6	/simulateoverprint	/simulateoverprint	NOUN
fis-1713	240	7	/legacy	/legacy	PUNCT
fis-1713	241	1	>	>	PUNCT
fis-1713	241	2	>	>	X
fis-1713	242	1	<	<	X
fis-1713	242	2	<	<	X
fis-1713	242	3	/addbleedmarks	/addbleedmarks	X
fis-1713	242	4	false	false	ADJ
fis-1713	242	5	/addcolorbars	/addcolorbars	INTJ
fis-1713	242	6	false	false	ADJ
fis-1713	242	7	/addcropmarks	/addcropmarks	PUNCT
fis-1713	242	8	false	false	ADJ
fis-1713	242	9	/addpageinfo	/addpageinfo	INTJ
fis-1713	242	10	false	false	ADJ
fis-1713	242	11	/addregmarks	/addregmark	NOUN
fis-1713	242	12	false	false	ADJ
fis-1713	242	13	/convertcolors	/convertcolor	NOUN
fis-1713	242	14	/converttocmyk	/converttocmyk	INTJ
fis-1713	242	15	/destinationprofilename	/destinationprofilename	PUNCT
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fis-1713	242	18	/destinationprofileselector	/destinationprofileselector	NOUN
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fis-1713	242	20	/downsample16bitimages	/downsample16bitimage	NOUN
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fis-1713	243	1	<	<	X
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fis-1713	243	4	/mediumresolution	/mediumresolution	NOUN
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fis-1713	243	6	>	>	X
fis-1713	243	7	/formelements	/formelement	NOUN
fis-1713	244	1	false	false	ADJ
fis-1713	244	2	/generatestructure	/generatestructure	PUNCT
fis-1713	244	3	false	false	ADJ
fis-1713	244	4	/includebookmarks	/includebookmark	NOUN
fis-1713	244	5	false	false	ADJ
fis-1713	244	6	/includehyperlinks	/includehyperlinks	INTJ
fis-1713	244	7	false	false	ADJ
fis-1713	244	8	/includeinteractive	/includeinteractive	ADJ
fis-1713	244	9	false	false	ADJ
fis-1713	244	10	/includelayers	/includelayer	NOUN
fis-1713	244	11	false	false	ADJ
fis-1713	244	12	/includeprofiles	/includeprofiles	INTJ
fis-1713	244	13	false	false	ADJ
fis-1713	244	14	/multimediahandling	/multimediahandling	NOUN
fis-1713	245	1	/useobjectsettings	/useobjectsettings	PRON
fis-1713	246	1	/namespace	/namespace	PUNCT
fis-1713	247	1	[	[	PUNCT
fis-1713	247	2	(	(	PUNCT
fis-1713	247	3	adobe	adobe	PROPN
fis-1713	247	4	)	)	PUNCT
fis-1713	247	5	(	(	PUNCT
fis-1713	247	6	creativesuite	creativesuite	NOUN
fis-1713	247	7	)	)	PUNCT
fis-1713	247	8	(	(	PUNCT
fis-1713	247	9	2.0	2.0	NUM
fis-1713	247	10	)	)	PUNCT
fis-1713	247	11	]	]	PUNCT
fis-1713	248	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-1713	248	2	/documentcmyk	/documentcmyk	PUNCT
fis-1713	249	1	/preserveediting	/preserveedite	VERB
fis-1713	249	2	true	true	ADJ
fis-1713	249	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-1713	249	4	/leaveuntagged	/leaveuntagge	VERB
fis-1713	249	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-1713	249	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-1713	249	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-1713	250	1	false	false	ADJ
fis-1713	250	2	>	>	PUNCT
fis-1713	250	3	>	>	X
fis-1713	250	4	]	]	PUNCT
fis-1713	250	5	>	>	PUNCT
fis-1713	250	6	>	>	X
fis-1713	250	7	setdistillerparams	setdistillerparam	NOUN
fis-1713	251	1	<	<	X
fis-1713	251	2	<	<	X
fis-1713	251	3	/hwresolution	/hwresolution	NOUN
fis-1713	252	1	[	[	X
fis-1713	252	2	2400	2400	NUM
fis-1713	252	3	2400	2400	NUM
fis-1713	252	4	]	]	PUNCT
fis-1713	252	5	/pagesize	/pagesize	X
fis-1713	253	1	[	[	X
fis-1713	253	2	612.000	612.000	NUM
fis-1713	253	3	792.000	792.000	NUM
fis-1713	253	4	]	]	PUNCT
fis-1713	253	5	>	>	PUNCT
fis-1713	253	6	>	>	X
fis-1713	253	7	setpagedevice	setpagedevice	PROPN