id	sid	tid	token	lemma	pos
fis-2680	1	1	microsoft	microsoft	PROPN
fis-2680	1	2	word	word	NOUN
fis-2680	1	3	numero_53_art_02_2680	numero_53_art_02_2680	PROPN
fis-2680	1	4	m.	m.	PROPN
fis-2680	1	5	c.	c.	PROPN
fis-2680	1	6	oliveira	oliveira	PROPN
fis-2680	1	7	et	et	PROPN
fis-2680	1	8	alii	alii	PROPN
fis-2680	1	9	,	,	PUNCT
fis-2680	1	10	frattura	frattura	PROPN
fis-2680	1	11	ed	ed	PROPN
fis-2680	1	12	integrità	integrità	PROPN
fis-2680	1	13	strutturale	strutturale	PROPN
fis-2680	1	14	,	,	PUNCT
fis-2680	1	15	53	53	NUM
fis-2680	1	16	(	(	PUNCT
fis-2680	1	17	2020	2020	NUM
fis-2680	1	18	)	)	PUNCT
fis-2680	1	19	13	13	NUM
fis-2680	1	20	-	-	SYM
fis-2680	1	21	25	25	NUM
fis-2680	1	22	;	;	PUNCT
fis-2680	1	23	doi	doi	NOUN
fis-2680	1	24	:	:	PUNCT
fis-2680	1	25	10.3221	10.3221	NUM
fis-2680	1	26	/	/	SYM
fis-2680	1	27	igf	igf	PROPN
fis-2680	1	28	-	-	PUNCT
fis-2680	1	29	esis.53.02	esis.53.02	ADJ
fis-2680	1	30	13	13	NUM
fis-2680	1	31	shear	shear	NOUN
fis-2680	1	32	behaviour	behaviour	NOUN
fis-2680	1	33	of	of	ADP
fis-2680	1	34	reinforced	reinforce	VERB
fis-2680	1	35	concrete	concrete	ADJ
fis-2680	1	36	beams	beam	NOUN
fis-2680	1	37	under	under	ADP
fis-2680	1	38	impact	impact	NOUN
fis-2680	1	39	loads	load	NOUN
fis-2680	1	40	by	by	ADP
fis-2680	1	41	the	the	DET
fis-2680	1	42	lumped	lump	VERB
fis-2680	1	43	damage	damage	NOUN
fis-2680	1	44	framework	framework	NOUN
fis-2680	1	45	mateus	mateus	PROPN
fis-2680	1	46	cardoso	cardoso	PROPN
fis-2680	1	47	oliveira	oliveira	PROPN
fis-2680	1	48	,	,	PUNCT
fis-2680	1	49	daniel	daniel	PROPN
fis-2680	1	50	victor	victor	PROPN
fis-2680	1	51	da	da	PROPN
fis-2680	1	52	cunha	cunha	PROPN
fis-2680	1	53	teles	teles	PROPN
fis-2680	1	54	,	,	PUNCT
fis-2680	1	55	david	david	PROPN
fis-2680	1	56	leonardo	leonardo	PROPN
fis-2680	1	57	nascimento	nascimento	PROPN
fis-2680	1	58	de	de	PROPN
fis-2680	1	59	figueiredo	figueiredo	PROPN
fis-2680	1	60	amorim	amorim	PROPN
fis-2680	1	61	laboratory	laboratory	PROPN
fis-2680	1	62	of	of	ADP
fis-2680	1	63	mathematical	mathematical	ADJ
fis-2680	1	64	modelling	modelling	NOUN
fis-2680	1	65	in	in	ADP
fis-2680	1	66	civil	civil	ADJ
fis-2680	1	67	engineering	engineering	NOUN
fis-2680	1	68	,	,	PUNCT
fis-2680	1	69	post	post	ADJ
fis-2680	1	70	-	-	ADJ
fis-2680	1	71	graduation	graduation	ADJ
fis-2680	1	72	programme	programme	NOUN
fis-2680	1	73	in	in	ADP
fis-2680	1	74	civil	civil	ADJ
fis-2680	1	75	engineering	engineering	NOUN
fis-2680	1	76	,	,	PUNCT
fis-2680	1	77	department	department	NOUN
fis-2680	1	78	of	of	ADP
fis-2680	1	79	civil	civil	ADJ
fis-2680	1	80	engineering	engineering	NOUN
fis-2680	1	81	,	,	PUNCT
fis-2680	1	82	federal	federal	ADJ
fis-2680	1	83	university	university	PROPN
fis-2680	1	84	of	of	ADP
fis-2680	1	85	sergipe	sergipe	NOUN
fis-2680	1	86	,	,	PUNCT
fis-2680	1	87	são	são	NOUN
fis-2680	1	88	cristóvão	cristóvão	PROPN
fis-2680	1	89	,	,	PUNCT
fis-2680	1	90	brazil	brazil	PROPN
fis-2680	1	91	mateusoliver490@gmail.com	mateusoliver490@gmail.com	PROPN
fis-2680	1	92	,	,	PUNCT
fis-2680	1	93	http://orcid.org/0000-0001-6227-8516	http://orcid.org/0000-0001-6227-8516	PROPN
fis-2680	1	94	danielvcteles@gmail.com	danielvcteles@gmail.com	X
fis-2680	1	95	,	,	PUNCT
fis-2680	1	96	http://orcid.org/0000-0002-9206-6351	http://orcid.org/0000-0002-9206-6351	PROPN
fis-2680	1	97	david.amorim@ufs.br	david.amorim@ufs.br	PROPN
fis-2680	1	98	,	,	PUNCT
fis-2680	1	99	http://orcid.org/0000-0002-9233-3114	http://orcid.org/0000-0002-9233-3114	NOUN
fis-2680	1	100	abstract	abstract	NOUN
fis-2680	1	101	.	.	PUNCT
fis-2680	2	1	impact	impact	NOUN
fis-2680	2	2	loadings	loading	NOUN
fis-2680	2	3	such	such	ADJ
fis-2680	2	4	as	as	ADP
fis-2680	2	5	vehicle	vehicle	NOUN
fis-2680	2	6	collisions	collision	NOUN
fis-2680	2	7	or	or	CCONJ
fis-2680	2	8	falling	fall	VERB
fis-2680	2	9	rocks	rock	NOUN
fis-2680	2	10	on	on	ADP
fis-2680	2	11	a	a	DET
fis-2680	2	12	structure	structure	NOUN
fis-2680	2	13	could	could	AUX
fis-2680	2	14	lead	lead	VERB
fis-2680	2	15	it	it	PRON
fis-2680	2	16	to	to	PART
fis-2680	2	17	collapse	collapse	VERB
fis-2680	2	18	and	and	CCONJ
fis-2680	2	19	,	,	PUNCT
fis-2680	2	20	eventually	eventually	ADV
fis-2680	2	21	,	,	PUNCT
fis-2680	2	22	to	to	ADP
fis-2680	2	23	fatal	fatal	ADJ
fis-2680	2	24	victims	victim	NOUN
fis-2680	2	25	.	.	PUNCT
fis-2680	3	1	among	among	ADP
fis-2680	3	2	possible	possible	ADJ
fis-2680	3	3	alternatives	alternative	NOUN
fis-2680	3	4	to	to	PART
fis-2680	3	5	analyse	analyse	VERB
fis-2680	3	6	this	this	DET
fis-2680	3	7	issue	issue	NOUN
fis-2680	3	8	,	,	PUNCT
fis-2680	3	9	lumped	lump	VERB
fis-2680	3	10	damage	damage	NOUN
fis-2680	3	11	mechanics	mechanic	NOUN
fis-2680	3	12	is	be	AUX
fis-2680	3	13	an	an	DET
fis-2680	3	14	interesting	interesting	ADJ
fis-2680	3	15	option	option	NOUN
fis-2680	3	16	due	due	ADP
fis-2680	3	17	to	to	ADP
fis-2680	3	18	its	its	PRON
fis-2680	3	19	formulation	formulation	NOUN
fis-2680	3	20	and	and	CCONJ
fis-2680	3	21	easiness	easiness	NOUN
fis-2680	3	22	for	for	ADP
fis-2680	3	23	practical	practical	ADJ
fis-2680	3	24	application	application	NOUN
fis-2680	3	25	.	.	PUNCT
fis-2680	4	1	therefore	therefore	ADV
fis-2680	4	2	,	,	PUNCT
fis-2680	4	3	this	this	DET
fis-2680	4	4	paper	paper	NOUN
fis-2680	4	5	presents	present	VERB
fis-2680	4	6	a	a	DET
fis-2680	4	7	simplified	simplified	ADJ
fis-2680	4	8	lumped	lump	VERB
fis-2680	4	9	damage	damage	NOUN
fis-2680	4	10	model	model	NOUN
fis-2680	4	11	to	to	PART
fis-2680	4	12	evaluate	evaluate	VERB
fis-2680	4	13	reinforced	reinforce	VERB
fis-2680	4	14	concrete	concrete	ADJ
fis-2680	4	15	structures	structure	NOUN
fis-2680	4	16	under	under	ADP
fis-2680	4	17	impact	impact	NOUN
fis-2680	4	18	loads	load	NOUN
fis-2680	4	19	with	with	ADP
fis-2680	4	20	shear	shear	ADJ
fis-2680	4	21	failure	failure	NOUN
fis-2680	4	22	mode	mode	NOUN
fis-2680	4	23	.	.	PUNCT
fis-2680	5	1	in	in	ADP
fis-2680	5	2	the	the	DET
fis-2680	5	3	proposed	propose	VERB
fis-2680	5	4	approach	approach	NOUN
fis-2680	5	5	,	,	PUNCT
fis-2680	5	6	the	the	DET
fis-2680	5	7	damage	damage	NOUN
fis-2680	5	8	variable	variable	NOUN
fis-2680	5	9	is	be	AUX
fis-2680	5	10	considered	consider	VERB
fis-2680	5	11	as	as	ADP
fis-2680	5	12	an	an	DET
fis-2680	5	13	output	output	NOUN
fis-2680	5	14	parameter	parameter	NOUN
fis-2680	5	15	.	.	PUNCT
fis-2680	6	1	such	such	ADJ
fis-2680	6	2	damage	damage	NOUN
fis-2680	6	3	variable	variable	NOUN
fis-2680	6	4	takes	take	VERB
fis-2680	6	5	values	value	NOUN
fis-2680	6	6	between	between	ADP
fis-2680	6	7	zero	zero	NUM
fis-2680	6	8	and	and	CCONJ
fis-2680	6	9	one	one	NUM
fis-2680	6	10	,	,	PUNCT
fis-2680	6	11	which	which	PRON
fis-2680	6	12	quantifies	quantify	VERB
fis-2680	6	13	the	the	DET
fis-2680	6	14	concrete	concrete	ADJ
fis-2680	6	15	cracking	cracking	NOUN
fis-2680	6	16	due	due	ADP
fis-2680	6	17	to	to	ADP
fis-2680	6	18	impact	impact	NOUN
fis-2680	6	19	loading	loading	NOUN
fis-2680	6	20	.	.	PUNCT
fis-2680	7	1	the	the	DET
fis-2680	7	2	proposed	propose	VERB
fis-2680	7	3	formulation	formulation	NOUN
fis-2680	7	4	was	be	AUX
fis-2680	7	5	applied	apply	VERB
fis-2680	7	6	in	in	ADP
fis-2680	7	7	experiments	experiment	NOUN
fis-2680	7	8	of	of	ADP
fis-2680	7	9	reinforced	reinforce	VERB
fis-2680	7	10	concrete	concrete	ADJ
fis-2680	7	11	beams	beam	NOUN
fis-2680	7	12	under	under	ADP
fis-2680	7	13	impact	impact	NOUN
fis-2680	7	14	loads	load	NOUN
fis-2680	7	15	that	that	PRON
fis-2680	7	16	presents	present	VERB
fis-2680	7	17	shear	shear	NOUN
fis-2680	7	18	collapse	collapse	NOUN
fis-2680	7	19	.	.	PUNCT
fis-2680	8	1	the	the	DET
fis-2680	8	2	obtained	obtain	VERB
fis-2680	8	3	results	result	NOUN
fis-2680	8	4	showed	show	VERB
fis-2680	8	5	good	good	ADJ
fis-2680	8	6	accuracy	accuracy	NOUN
fis-2680	8	7	between	between	ADP
fis-2680	8	8	the	the	DET
fis-2680	8	9	proposed	propose	VERB
fis-2680	8	10	model	model	NOUN
fis-2680	8	11	and	and	CCONJ
fis-2680	8	12	the	the	DET
fis-2680	8	13	actual	actual	ADJ
fis-2680	8	14	structural	structural	ADJ
fis-2680	8	15	behaviour	behaviour	NOUN
fis-2680	8	16	.	.	PUNCT
fis-2680	9	1	moreover	moreover	ADV
fis-2680	9	2	,	,	PUNCT
fis-2680	9	3	a	a	DET
fis-2680	9	4	possible	possible	ADJ
fis-2680	9	5	flowchart	flowchart	NOUN
fis-2680	9	6	for	for	ADP
fis-2680	9	7	practical	practical	ADJ
fis-2680	9	8	applications	application	NOUN
fis-2680	9	9	is	be	AUX
fis-2680	9	10	also	also	ADV
fis-2680	9	11	presented	present	VERB
fis-2680	9	12	.	.	PUNCT
fis-2680	10	1	since	since	SCONJ
fis-2680	10	2	the	the	DET
fis-2680	10	3	model	model	NOUN
fis-2680	10	4	parameters	parameter	NOUN
fis-2680	10	5	are	be	AUX
fis-2680	10	6	easily	easily	ADV
fis-2680	10	7	associated	associate	VERB
fis-2680	10	8	to	to	ADP
fis-2680	10	9	inelastic	inelastic	ADJ
fis-2680	10	10	phenomena	phenomenon	NOUN
fis-2680	10	11	,	,	PUNCT
fis-2680	10	12	the	the	DET
fis-2680	10	13	proposed	propose	VERB
fis-2680	10	14	formulation	formulation	NOUN
fis-2680	10	15	might	might	AUX
fis-2680	10	16	become	become	VERB
fis-2680	10	17	accessible	accessible	ADJ
fis-2680	10	18	to	to	ADP
fis-2680	10	19	engineers	engineer	NOUN
fis-2680	10	20	in	in	ADP
fis-2680	10	21	practice	practice	NOUN
fis-2680	10	22	.	.	PUNCT
fis-2680	11	1	keywords	keyword	NOUN
fis-2680	11	2	.	.	PUNCT
fis-2680	12	1	impact	impact	NOUN
fis-2680	12	2	load	load	NOUN
fis-2680	12	3	;	;	PUNCT
fis-2680	12	4	reinforced	reinforce	VERB
fis-2680	12	5	concrete	concrete	ADJ
fis-2680	12	6	beams	beam	NOUN
fis-2680	12	7	;	;	PUNCT
fis-2680	12	8	shear	shear	ADJ
fis-2680	12	9	failure	failure	NOUN
fis-2680	12	10	;	;	PUNCT
fis-2680	12	11	lumped	lump	VERB
fis-2680	12	12	damage	damage	NOUN
fis-2680	12	13	mechanics	mechanic	NOUN
fis-2680	12	14	.	.	PUNCT
fis-2680	13	1	citation	citation	NOUN
fis-2680	13	2	:	:	PUNCT
fis-2680	14	1	oliveira	oliveira	PROPN
fis-2680	14	2	,	,	PUNCT
fis-2680	14	3	m.c	m.c	PROPN
fis-2680	14	4	.	.	PROPN
fis-2680	14	5	,	,	PUNCT
fis-2680	14	6	teles	tele	NOUN
fis-2680	14	7	,	,	PUNCT
fis-2680	14	8	d.v.c	d.v.c	PROPN
fis-2680	14	9	.	.	PUNCT
fis-2680	14	10	,	,	PUNCT
fis-2680	14	11	amorim	amorim	ADJ
fis-2680	14	12	,	,	PUNCT
fis-2680	14	13	d.l.n.f	d.l.n.f	PROPN
fis-2680	14	14	.	.	PROPN
fis-2680	14	15	,	,	PUNCT
fis-2680	14	16	shear	shear	NOUN
fis-2680	14	17	behaviour	behaviour	NOUN
fis-2680	14	18	of	of	ADP
fis-2680	14	19	reinforced	reinforce	VERB
fis-2680	14	20	concrete	concrete	ADJ
fis-2680	14	21	beams	beam	NOUN
fis-2680	14	22	under	under	ADP
fis-2680	14	23	impact	impact	NOUN
fis-2680	14	24	loads	load	NOUN
fis-2680	14	25	by	by	ADP
fis-2680	14	26	the	the	DET
fis-2680	14	27	lumped	lump	VERB
fis-2680	14	28	damage	damage	NOUN
fis-2680	14	29	framework	framework	NOUN
fis-2680	14	30	,	,	PUNCT
fis-2680	14	31	frattura	frattura	PROPN
fis-2680	14	32	ed	ed	PROPN
fis-2680	14	33	integrità	integrità	PROPN
fis-2680	14	34	strutturale	strutturale	PROPN
fis-2680	14	35	,	,	PUNCT
fis-2680	14	36	53	53	NUM
fis-2680	14	37	(	(	PUNCT
fis-2680	14	38	2020	2020	NUM
fis-2680	14	39	)	)	PUNCT
fis-2680	14	40	13	13	NUM
fis-2680	14	41	-	-	SYM
fis-2680	14	42	25	25	NUM
fis-2680	14	43	.	.	PUNCT
fis-2680	15	1	received	receive	VERB
fis-2680	15	2	:	:	PUNCT
fis-2680	15	3	11.11.2019	11.11.2019	NUM
fis-2680	15	4	accepted	accept	VERB
fis-2680	15	5	:	:	PUNCT
fis-2680	15	6	15.04.2020	15.04.2020	NUM
fis-2680	15	7	published	publish	VERB
fis-2680	15	8	:	:	PUNCT
fis-2680	15	9	01.07.2020	01.07.2020	NUM
fis-2680	15	10	copyright	copyright	NOUN
fis-2680	15	11	:	:	PUNCT
fis-2680	15	12	©	©	PROPN
fis-2680	15	13	2019	2019	NUM
fis-2680	15	14	this	this	PRON
fis-2680	15	15	is	be	AUX
fis-2680	15	16	an	an	DET
fis-2680	15	17	open	open	ADJ
fis-2680	15	18	access	access	NOUN
fis-2680	15	19	article	article	NOUN
fis-2680	15	20	under	under	ADP
fis-2680	15	21	the	the	DET
fis-2680	15	22	terms	term	NOUN
fis-2680	15	23	of	of	ADP
fis-2680	15	24	the	the	DET
fis-2680	15	25	cc	cc	NOUN
fis-2680	15	26	-	-	PUNCT
fis-2680	15	27	by	by	ADP
fis-2680	15	28	4.0	4.0	NUM
fis-2680	15	29	,	,	PUNCT
fis-2680	15	30	which	which	PRON
fis-2680	15	31	permits	permit	VERB
fis-2680	15	32	unrestricted	unrestricted	ADJ
fis-2680	15	33	use	use	NOUN
fis-2680	15	34	,	,	PUNCT
fis-2680	15	35	distribution	distribution	NOUN
fis-2680	15	36	,	,	PUNCT
fis-2680	15	37	and	and	CCONJ
fis-2680	15	38	reproduction	reproduction	NOUN
fis-2680	15	39	in	in	ADP
fis-2680	15	40	any	any	DET
fis-2680	15	41	medium	medium	NOUN
fis-2680	15	42	,	,	PUNCT
fis-2680	15	43	provided	provide	VERB
fis-2680	15	44	the	the	DET
fis-2680	15	45	original	original	ADJ
fis-2680	15	46	author	author	NOUN
fis-2680	15	47	and	and	CCONJ
fis-2680	15	48	source	source	NOUN
fis-2680	15	49	are	be	AUX
fis-2680	15	50	credited	credit	VERB
fis-2680	15	51	.	.	PUNCT
fis-2680	16	1	introduction	introduction	NOUN
fis-2680	16	2	ccidents	ccident	NOUN
fis-2680	16	3	involving	involve	VERB
fis-2680	16	4	impact	impact	NOUN
fis-2680	16	5	loads	load	NOUN
fis-2680	16	6	often	often	ADV
fis-2680	16	7	occur	occur	VERB
fis-2680	16	8	on	on	ADP
fis-2680	16	9	reinforced	reinforce	VERB
fis-2680	16	10	concrete	concrete	ADJ
fis-2680	16	11	structures	structure	NOUN
fis-2680	16	12	.	.	PUNCT
fis-2680	17	1	some	some	DET
fis-2680	17	2	usual	usual	ADJ
fis-2680	17	3	accidents	accident	NOUN
fis-2680	17	4	are	be	AUX
fis-2680	17	5	vehicles	vehicle	NOUN
fis-2680	17	6	that	that	PRON
fis-2680	17	7	collide	collide	VERB
fis-2680	17	8	on	on	ADP
fis-2680	17	9	structures	structure	NOUN
fis-2680	17	10	,	,	PUNCT
fis-2680	17	11	explosions	explosion	NOUN
fis-2680	17	12	,	,	PUNCT
fis-2680	17	13	rock	rock	NOUN
fis-2680	17	14	-	-	PUNCT
fis-2680	17	15	fall	fall	NOUN
fis-2680	17	16	,	,	PUNCT
fis-2680	17	17	falling	fall	VERB
fis-2680	17	18	of	of	ADP
fis-2680	17	19	heavy	heavy	ADJ
fis-2680	17	20	objects	object	NOUN
fis-2680	17	21	or	or	CCONJ
fis-2680	17	22	parts	part	NOUN
fis-2680	17	23	of	of	ADP
fis-2680	17	24	another	another	DET
fis-2680	17	25	structure	structure	NOUN
fis-2680	17	26	in	in	ADP
fis-2680	17	27	the	the	DET
fis-2680	17	28	construction	construction	NOUN
fis-2680	17	29	phase	phase	NOUN
fis-2680	17	30	,	,	PUNCT
fis-2680	17	31	and	and	CCONJ
fis-2680	17	32	impact	impact	NOUN
fis-2680	17	33	of	of	ADP
fis-2680	17	34	ships	ship	NOUN
fis-2680	17	35	in	in	ADP
fis-2680	17	36	docks	dock	NOUN
fis-2680	17	37	.	.	PUNCT
fis-2680	18	1	in	in	ADP
fis-2680	18	2	such	such	ADJ
fis-2680	18	3	cases	case	NOUN
fis-2680	18	4	,	,	PUNCT
fis-2680	18	5	engineers	engineer	NOUN
fis-2680	18	6	often	often	ADV
fis-2680	18	7	need	need	VERB
fis-2680	18	8	a	a	DET
fis-2680	18	9	consistent	consistent	ADJ
fis-2680	18	10	and	and	CCONJ
fis-2680	18	11	immediate	immediate	ADJ
fis-2680	18	12	result	result	NOUN
fis-2680	18	13	of	of	ADP
fis-2680	18	14	the	the	DET
fis-2680	18	15	structural	structural	ADJ
fis-2680	18	16	response	response	NOUN
fis-2680	18	17	.	.	PUNCT
fis-2680	19	1	a	a	DET
fis-2680	19	2	https://youtu.be/j1ei78unrr4	https://youtu.be/j1ei78unrr4	PROPN
fis-2680	19	3	m.	m.	NOUN
fis-2680	19	4	c.	c.	PROPN
fis-2680	19	5	oliveira	oliveira	PROPN
fis-2680	19	6	et	et	PROPN
fis-2680	19	7	alii	alii	PROPN
fis-2680	19	8	,	,	PUNCT
fis-2680	19	9	frattura	frattura	PROPN
fis-2680	19	10	ed	ed	PROPN
fis-2680	19	11	integrità	integrità	PROPN
fis-2680	19	12	strutturale	strutturale	PROPN
fis-2680	19	13	,	,	PUNCT
fis-2680	19	14	53	53	NUM
fis-2680	19	15	(	(	PUNCT
fis-2680	19	16	2020	2020	NUM
fis-2680	19	17	)	)	PUNCT
fis-2680	19	18	13	13	NUM
fis-2680	19	19	-	-	SYM
fis-2680	19	20	25	25	NUM
fis-2680	19	21	;	;	PUNCT
fis-2680	19	22	doi	doi	NOUN
fis-2680	19	23	:	:	PUNCT
fis-2680	19	24	10.3221	10.3221	NUM
fis-2680	19	25	/	/	SYM
fis-2680	19	26	igf	igf	PROPN
fis-2680	19	27	-	-	PROPN
fis-2680	19	28	esis.53.02	esis.53.02	PROPN
fis-2680	19	29	14	14	NUM
fis-2680	19	30	during	during	ADP
fis-2680	19	31	the	the	DET
fis-2680	19	32	impact	impact	NOUN
fis-2680	19	33	,	,	PUNCT
fis-2680	19	34	the	the	DET
fis-2680	19	35	structural	structural	ADJ
fis-2680	19	36	response	response	NOUN
fis-2680	19	37	can	can	AUX
fis-2680	19	38	be	be	AUX
fis-2680	19	39	obtained	obtain	VERB
fis-2680	19	40	by	by	ADP
fis-2680	19	41	fracture	fracture	NOUN
fis-2680	19	42	mechanics	mechanic	NOUN
fis-2680	19	43	[	[	X
fis-2680	19	44	1	1	X
fis-2680	19	45	]	]	PUNCT
fis-2680	19	46	or	or	CCONJ
fis-2680	19	47	continuous	continuous	ADJ
fis-2680	19	48	damage	damage	NOUN
fis-2680	19	49	mechanics	mechanic	NOUN
fis-2680	19	50	[	[	X
fis-2680	19	51	2	2	NUM
fis-2680	19	52	]	]	PUNCT
fis-2680	19	53	.	.	PUNCT
fis-2680	20	1	however	however	ADV
fis-2680	20	2	,	,	PUNCT
fis-2680	20	3	such	such	ADJ
fis-2680	20	4	theories	theory	NOUN
fis-2680	20	5	are	be	AUX
fis-2680	20	6	applied	apply	VERB
fis-2680	20	7	in	in	ADP
fis-2680	20	8	a	a	DET
fis-2680	20	9	finite	finite	ADJ
fis-2680	20	10	element	element	NOUN
fis-2680	20	11	analysis	analysis	NOUN
fis-2680	20	12	that	that	PRON
fis-2680	20	13	present	present	VERB
fis-2680	20	14	an	an	DET
fis-2680	20	15	excessive	excessive	ADJ
fis-2680	20	16	computational	computational	ADJ
fis-2680	20	17	cost	cost	NOUN
fis-2680	20	18	and	and	CCONJ
fis-2680	20	19	depict	depict	NOUN
fis-2680	20	20	results	result	NOUN
fis-2680	20	21	that	that	PRON
fis-2680	20	22	difficult	difficult	VERB
fis-2680	20	23	their	their	PRON
fis-2680	20	24	use	use	NOUN
fis-2680	20	25	for	for	ADP
fis-2680	20	26	several	several	ADJ
fis-2680	20	27	engineering	engineering	NOUN
fis-2680	20	28	applications	application	NOUN
fis-2680	20	29	,	,	PUNCT
fis-2680	20	30	making	make	VERB
fis-2680	20	31	their	their	PRON
fis-2680	20	32	practical	practical	ADJ
fis-2680	20	33	application	application	NOUN
fis-2680	20	34	unfeasible	unfeasible	ADJ
fis-2680	20	35	in	in	ADP
fis-2680	20	36	many	many	ADJ
fis-2680	20	37	cases	case	NOUN
fis-2680	20	38	.	.	PUNCT
fis-2680	21	1	on	on	ADP
fis-2680	21	2	the	the	DET
fis-2680	21	3	other	other	ADJ
fis-2680	21	4	hand	hand	NOUN
fis-2680	21	5	,	,	PUNCT
fis-2680	21	6	lumped	lump	VERB
fis-2680	21	7	damage	damage	NOUN
fis-2680	21	8	mechanics	mechanic	NOUN
fis-2680	21	9	(	(	PUNCT
fis-2680	21	10	ldm	ldm	NOUN
fis-2680	21	11	)	)	PUNCT
fis-2680	21	12	combines	combine	NOUN
fis-2680	21	13	and	and	CCONJ
fis-2680	21	14	applies	apply	VERB
fis-2680	21	15	fundamental	fundamental	ADJ
fis-2680	21	16	concepts	concept	NOUN
fis-2680	21	17	of	of	ADP
fis-2680	21	18	continuous	continuous	ADJ
fis-2680	21	19	damage	damage	NOUN
fis-2680	21	20	mechanics	mechanic	NOUN
fis-2680	21	21	and	and	CCONJ
fis-2680	21	22	fracture	fracture	NOUN
fis-2680	21	23	mechanics	mechanic	NOUN
fis-2680	21	24	,	,	PUNCT
fis-2680	21	25	such	such	ADJ
fis-2680	21	26	as	as	ADP
fis-2680	21	27	the	the	DET
fis-2680	21	28	strain	strain	NOUN
fis-2680	21	29	equivalence	equivalence	NOUN
fis-2680	21	30	hypothesis	hypothesis	NOUN
fis-2680	21	31	and	and	CCONJ
fis-2680	21	32	the	the	DET
fis-2680	21	33	griffith	griffith	PROPN
fis-2680	21	34	criterion	criterion	NOUN
fis-2680	21	35	,	,	PUNCT
fis-2680	21	36	with	with	ADP
fis-2680	21	37	the	the	DET
fis-2680	21	38	concept	concept	NOUN
fis-2680	21	39	of	of	ADP
fis-2680	21	40	plastic	plastic	ADJ
fis-2680	21	41	hinges	hinge	NOUN
fis-2680	21	42	.	.	PUNCT
fis-2680	22	1	ldm	ldm	NOUN
fis-2680	22	2	is	be	AUX
fis-2680	22	3	an	an	DET
fis-2680	22	4	interesting	interesting	ADJ
fis-2680	22	5	alternative	alternative	NOUN
fis-2680	22	6	for	for	ADP
fis-2680	22	7	several	several	ADJ
fis-2680	22	8	civil	civil	ADJ
fis-2680	22	9	engineering	engineering	NOUN
fis-2680	22	10	applications	application	NOUN
fis-2680	22	11	.	.	PUNCT
fis-2680	23	1	this	this	DET
fis-2680	23	2	theory	theory	NOUN
fis-2680	23	3	was	be	AUX
fis-2680	23	4	initially	initially	ADV
fis-2680	23	5	proposed	propose	VERB
fis-2680	23	6	by	by	ADP
fis-2680	23	7	flórez	flórez	NOUN
fis-2680	23	8	-	-	PUNCT
fis-2680	23	9	lópez	lópez	NOUN
fis-2680	23	10	[	[	X
fis-2680	23	11	3	3	X
fis-2680	23	12	]	]	PUNCT
fis-2680	23	13	to	to	PART
fis-2680	23	14	analyse	analyse	VERB
fis-2680	23	15	reinforced	reinforce	VERB
fis-2680	23	16	concrete	concrete	ADJ
fis-2680	23	17	structures	structure	NOUN
fis-2680	23	18	under	under	ADP
fis-2680	23	19	seismic	seismic	ADJ
fis-2680	23	20	loads	load	NOUN
fis-2680	23	21	,	,	PUNCT
fis-2680	23	22	and	and	CCONJ
fis-2680	23	23	the	the	DET
fis-2680	23	24	first	first	ADJ
fis-2680	23	25	book	book	NOUN
fis-2680	23	26	about	about	ADP
fis-2680	23	27	ldm	ldm	PROPN
fis-2680	23	28	was	be	AUX
fis-2680	23	29	published	publish	VERB
fis-2680	23	30	in	in	ADP
fis-2680	23	31	2015	2015	NUM
fis-2680	23	32	[	[	X
fis-2680	23	33	4	4	NUM
fis-2680	23	34	]	]	PUNCT
fis-2680	23	35	.	.	PUNCT
fis-2680	24	1	ldm	ldm	PROPN
fis-2680	24	2	has	have	AUX
fis-2680	24	3	already	already	ADV
fis-2680	24	4	been	be	AUX
fis-2680	24	5	used	use	VERB
fis-2680	24	6	to	to	PART
fis-2680	24	7	satisfactorily	satisfactorily	ADV
fis-2680	24	8	analyse	analyse	VERB
fis-2680	24	9	several	several	ADJ
fis-2680	24	10	structures	structure	NOUN
fis-2680	24	11	with	with	ADP
fis-2680	24	12	actual	actual	ADJ
fis-2680	24	13	engineering	engineering	NOUN
fis-2680	24	14	applications	application	NOUN
fis-2680	24	15	,	,	PUNCT
fis-2680	24	16	such	such	ADJ
fis-2680	24	17	as	as	ADP
fis-2680	24	18	simple	simple	ADJ
fis-2680	24	19	and	and	CCONJ
fis-2680	24	20	reinforced	reinforce	VERB
fis-2680	24	21	concrete	concrete	ADJ
fis-2680	24	22	structures	structure	NOUN
fis-2680	24	23	,	,	PUNCT
fis-2680	24	24	bridges	bridge	NOUN
fis-2680	24	25	and	and	CCONJ
fis-2680	24	26	masonry	masonry	NOUN
fis-2680	24	27	arches	arch	NOUN
fis-2680	24	28	[	[	X
fis-2680	24	29	5	5	NUM
fis-2680	24	30	-	-	SYM
fis-2680	24	31	14	14	NUM
fis-2680	24	32	]	]	PUNCT
fis-2680	24	33	.	.	PUNCT
fis-2680	25	1	recently	recently	ADV
fis-2680	25	2	,	,	PUNCT
fis-2680	25	3	uchoa	uchoa	NOUN
fis-2680	25	4	et	et	PROPN
fis-2680	25	5	al	al	PROPN
fis-2680	25	6	.	.	PUNCT
fis-2680	26	1	[	[	X
fis-2680	26	2	15	15	NUM
fis-2680	26	3	]	]	PUNCT
fis-2680	26	4	proposed	propose	VERB
fis-2680	26	5	a	a	DET
fis-2680	26	6	ldm	ldm	NOUN
fis-2680	26	7	based	base	VERB
fis-2680	26	8	methodology	methodology	NOUN
fis-2680	26	9	to	to	PART
fis-2680	26	10	estimate	estimate	VERB
fis-2680	26	11	the	the	DET
fis-2680	26	12	loss	loss	NOUN
fis-2680	26	13	of	of	ADP
fis-2680	26	14	flexural	flexural	ADJ
fis-2680	26	15	stiffness	stiffness	NOUN
fis-2680	26	16	in	in	ADP
fis-2680	26	17	simple	simple	ADJ
fis-2680	26	18	concrete	concrete	ADJ
fis-2680	26	19	beams	beam	NOUN
fis-2680	26	20	subjected	subject	VERB
fis-2680	26	21	to	to	ADP
fis-2680	26	22	the	the	DET
fis-2680	26	23	four	four	NUM
fis-2680	26	24	-	-	PUNCT
fis-2680	26	25	point	point	NOUN
fis-2680	26	26	bending	bend	VERB
fis-2680	26	27	experimental	experimental	ADJ
fis-2680	26	28	test	test	NOUN
fis-2680	26	29	.	.	PUNCT
fis-2680	27	1	the	the	DET
fis-2680	27	2	collapse	collapse	NOUN
fis-2680	27	3	of	of	ADP
fis-2680	27	4	reinforced	reinforce	VERB
fis-2680	27	5	concrete	concrete	NOUN
fis-2680	27	6	(	(	PUNCT
fis-2680	27	7	rc	rc	NOUN
fis-2680	27	8	)	)	PUNCT
fis-2680	27	9	beams	beam	NOUN
fis-2680	27	10	subjected	subject	VERB
fis-2680	27	11	to	to	ADP
fis-2680	27	12	impact	impact	NOUN
fis-2680	27	13	loads	load	NOUN
fis-2680	27	14	can	can	AUX
fis-2680	27	15	be	be	AUX
fis-2680	27	16	caused	cause	VERB
fis-2680	27	17	by	by	ADP
fis-2680	27	18	bending	bend	VERB
fis-2680	27	19	moment	moment	NOUN
fis-2680	27	20	[	[	X
fis-2680	27	21	16	16	NUM
fis-2680	27	22	,	,	PUNCT
fis-2680	27	23	17	17	NUM
fis-2680	27	24	]	]	PUNCT
fis-2680	27	25	or	or	CCONJ
fis-2680	27	26	shear	shear	NOUN
fis-2680	27	27	force	force	NOUN
fis-2680	27	28	[	[	X
fis-2680	27	29	18	18	NUM
fis-2680	27	30	-	-	SYM
fis-2680	27	31	22	22	NUM
fis-2680	27	32	]	]	PUNCT
fis-2680	27	33	.	.	PUNCT
fis-2680	28	1	li	li	PROPN
fis-2680	28	2	et	et	PROPN
fis-2680	28	3	al	al	PROPN
fis-2680	28	4	.	.	PUNCT
fis-2680	29	1	[	[	X
fis-2680	29	2	23	23	NUM
fis-2680	29	3	]	]	PUNCT
fis-2680	29	4	and	and	CCONJ
fis-2680	29	5	pham	pham	PROPN
fis-2680	29	6	et	et	PROPN
fis-2680	29	7	al	al	PROPN
fis-2680	29	8	.	.	PUNCT
fis-2680	30	1	[	[	X
fis-2680	30	2	24	24	NUM
fis-2680	30	3	]	]	PUNCT
fis-2680	30	4	showed	show	VERB
fis-2680	30	5	that	that	SCONJ
fis-2680	30	6	the	the	DET
fis-2680	30	7	contact	contact	NOUN
fis-2680	30	8	stiffness	stiffness	NOUN
fis-2680	30	9	has	have	VERB
fis-2680	30	10	limited	limit	VERB
fis-2680	30	11	effect	effect	NOUN
fis-2680	30	12	in	in	ADP
fis-2680	30	13	impulse	impulse	ADJ
fis-2680	30	14	and	and	CCONJ
fis-2680	30	15	midspan	midspan	ADJ
fis-2680	30	16	displacement	displacement	ADJ
fis-2680	30	17	response	response	NOUN
fis-2680	30	18	.	.	PUNCT
fis-2680	31	1	previous	previous	ADJ
fis-2680	31	2	studies	study	NOUN
fis-2680	31	3	have	have	AUX
fis-2680	31	4	proposed	propose	VERB
fis-2680	31	5	numerical	numerical	ADJ
fis-2680	31	6	models	model	NOUN
fis-2680	31	7	to	to	PART
fis-2680	31	8	evaluate	evaluate	VERB
fis-2680	31	9	behaviour	behaviour	NOUN
fis-2680	31	10	response	response	NOUN
fis-2680	31	11	of	of	ADP
fis-2680	31	12	the	the	DET
fis-2680	31	13	rc	rc	PROPN
fis-2680	31	14	beams	beam	NOUN
fis-2680	31	15	under	under	ADP
fis-2680	31	16	low	low	ADJ
fis-2680	31	17	impact	impact	NOUN
fis-2680	31	18	velocity	velocity	NOUN
fis-2680	31	19	[	[	X
fis-2680	31	20	25	25	NUM
fis-2680	31	21	-	-	SYM
fis-2680	31	22	29	29	NUM
fis-2680	31	23	]	]	PUNCT
fis-2680	31	24	.	.	PUNCT
fis-2680	32	1	fan	fan	PROPN
fis-2680	32	2	et	et	PROPN
fis-2680	32	3	al	al	PROPN
fis-2680	32	4	.	.	PUNCT
fis-2680	33	1	[	[	X
fis-2680	33	2	30	30	NUM
fis-2680	33	3	]	]	PUNCT
fis-2680	33	4	proposed	propose	VERB
fis-2680	33	5	a	a	DET
fis-2680	33	6	finite	finite	ADJ
fis-2680	33	7	element	element	NOUN
fis-2680	33	8	analysis	analysis	NOUN
fis-2680	33	9	in	in	ADP
fis-2680	33	10	order	order	NOUN
fis-2680	33	11	to	to	PART
fis-2680	33	12	predict	predict	VERB
fis-2680	33	13	flexural	flexural	ADJ
fis-2680	33	14	and	and	CCONJ
fis-2680	33	15	shear	shear	NOUN
fis-2680	33	16	responses	response	NOUN
fis-2680	33	17	of	of	ADP
fis-2680	33	18	rc	rc	PROPN
fis-2680	33	19	beams	beam	NOUN
fis-2680	33	20	and	and	CCONJ
fis-2680	33	21	columns	column	NOUN
fis-2680	33	22	subjected	subject	VERB
fis-2680	33	23	to	to	ADP
fis-2680	33	24	low	low	ADJ
fis-2680	33	25	impact	impact	NOUN
fis-2680	33	26	velocity	velocity	NOUN
fis-2680	33	27	.	.	PUNCT
fis-2680	34	1	however	however	ADV
fis-2680	34	2	,	,	PUNCT
fis-2680	34	3	due	due	ADP
fis-2680	34	4	to	to	ADP
fis-2680	34	5	differences	difference	NOUN
fis-2680	34	6	in	in	ADP
fis-2680	34	7	rc	rc	PROPN
fis-2680	34	8	beams	beam	NOUN
fis-2680	34	9	behaviour	behaviour	NOUN
fis-2680	34	10	under	under	ADP
fis-2680	34	11	low	low	ADJ
fis-2680	34	12	and	and	CCONJ
fis-2680	34	13	high	high	ADJ
fis-2680	34	14	impact	impact	NOUN
fis-2680	34	15	velocities	velocity	NOUN
fis-2680	34	16	,	,	PUNCT
fis-2680	34	17	there	there	PRON
fis-2680	34	18	are	be	VERB
fis-2680	34	19	not	not	PART
fis-2680	34	20	enough	enough	ADJ
fis-2680	34	21	studies	study	NOUN
fis-2680	34	22	in	in	ADP
fis-2680	34	23	this	this	DET
fis-2680	34	24	theme	theme	NOUN
fis-2680	34	25	,	,	PUNCT
fis-2680	34	26	especially	especially	ADV
fis-2680	34	27	for	for	ADP
fis-2680	34	28	high	high	ADJ
fis-2680	34	29	velocities	velocity	NOUN
fis-2680	34	30	.	.	PUNCT
fis-2680	35	1	according	accord	VERB
fis-2680	35	2	to	to	ADP
fis-2680	35	3	zhao	zhao	PROPN
fis-2680	35	4	et	et	PROPN
fis-2680	35	5	al	al	PROPN
fis-2680	35	6	.	.	PUNCT
fis-2680	36	1	[	[	X
fis-2680	36	2	22	22	NUM
fis-2680	36	3	]	]	PUNCT
fis-2680	36	4	,	,	PUNCT
fis-2680	36	5	shear	shear	ADJ
fis-2680	36	6	failure	failure	NOUN
fis-2680	36	7	in	in	ADP
fis-2680	36	8	rc	rc	PROPN
fis-2680	36	9	beams	beam	NOUN
fis-2680	36	10	has	have	AUX
fis-2680	36	11	not	not	PART
fis-2680	36	12	yet	yet	ADV
fis-2680	36	13	been	be	AUX
fis-2680	36	14	adequately	adequately	ADV
fis-2680	36	15	understood	understand	VERB
fis-2680	36	16	,	,	PUNCT
fis-2680	36	17	unlike	unlike	ADP
fis-2680	36	18	bending	bend	VERB
fis-2680	36	19	failure	failure	NOUN
fis-2680	36	20	.	.	PUNCT
fis-2680	37	1	kishi	kishi	PROPN
fis-2680	37	2	et	et	PROPN
fis-2680	37	3	al	al	PROPN
fis-2680	37	4	.	.	PUNCT
fis-2680	38	1	[	[	X
fis-2680	38	2	18	18	NUM
fis-2680	38	3	]	]	PUNCT
fis-2680	38	4	showed	show	VERB
fis-2680	38	5	that	that	SCONJ
fis-2680	38	6	rc	rc	PROPN
fis-2680	38	7	beams	beam	NOUN
fis-2680	38	8	that	that	SCONJ
fis-2680	38	9	under	under	ADP
fis-2680	38	10	static	static	ADJ
fis-2680	38	11	load	load	NOUN
fis-2680	38	12	fail	fail	ADJ
fis-2680	38	13	by	by	ADP
fis-2680	38	14	bending	bend	VERB
fis-2680	38	15	,	,	PUNCT
fis-2680	38	16	may	may	AUX
fis-2680	38	17	fail	fail	VERB
fis-2680	38	18	by	by	ADP
fis-2680	38	19	shear	shear	NOUN
fis-2680	38	20	when	when	SCONJ
fis-2680	38	21	subjected	subject	VERB
fis-2680	38	22	to	to	ADP
fis-2680	38	23	high	high	ADJ
fis-2680	38	24	impact	impact	NOUN
fis-2680	38	25	loads	load	NOUN
fis-2680	38	26	.	.	PUNCT
fis-2680	39	1	in	in	ADP
fis-2680	39	2	order	order	NOUN
fis-2680	39	3	to	to	PART
fis-2680	39	4	evaluate	evaluate	VERB
fis-2680	39	5	the	the	DET
fis-2680	39	6	ability	ability	NOUN
fis-2680	39	7	of	of	ADP
fis-2680	39	8	rc	rc	PROPN
fis-2680	39	9	beams	beam	NOUN
fis-2680	39	10	to	to	PART
fis-2680	39	11	resist	resist	VERB
fis-2680	39	12	shear	shear	NOUN
fis-2680	39	13	under	under	ADP
fis-2680	39	14	impact	impact	NOUN
fis-2680	39	15	loads	load	NOUN
fis-2680	39	16	,	,	PUNCT
fis-2680	39	17	simplified	simplify	VERB
fis-2680	39	18	analytical	analytical	ADJ
fis-2680	39	19	model	model	NOUN
fis-2680	39	20	have	have	AUX
fis-2680	39	21	been	be	AUX
fis-2680	39	22	proposed	propose	VERB
fis-2680	39	23	[	[	PUNCT
fis-2680	39	24	18	18	NUM
fis-2680	39	25	-	-	SYM
fis-2680	39	26	21	21	NUM
fis-2680	39	27	]	]	PUNCT
fis-2680	39	28	.	.	PUNCT
fis-2680	40	1	nonlinear	nonlinear	ADJ
fis-2680	40	2	analyses	analysis	NOUN
fis-2680	40	3	using	use	VERB
fis-2680	40	4	finite	finite	ADJ
fis-2680	40	5	elements	element	NOUN
fis-2680	40	6	can	can	AUX
fis-2680	40	7	also	also	ADV
fis-2680	40	8	be	be	AUX
fis-2680	40	9	applied	apply	VERB
fis-2680	40	10	.	.	PUNCT
fis-2680	41	1	for	for	ADP
fis-2680	41	2	instance	instance	NOUN
fis-2680	41	3	,	,	PUNCT
fis-2680	41	4	zhao	zhao	PROPN
fis-2680	41	5	et	et	PROPN
fis-2680	41	6	al	al	PROPN
fis-2680	41	7	.	.	PUNCT
fis-2680	42	1	[	[	X
fis-2680	42	2	22	22	NUM
fis-2680	42	3	]	]	PUNCT
fis-2680	42	4	used	use	VERB
fis-2680	42	5	an	an	DET
fis-2680	42	6	elastoplastic	elastoplastic	ADJ
fis-2680	42	7	damage	damage	NOUN
fis-2680	42	8	model	model	NOUN
fis-2680	42	9	with	with	ADP
fis-2680	42	10	three	three	NUM
fis-2680	42	11	-	-	PUNCT
fis-2680	42	12	dimensional	dimensional	ADJ
fis-2680	42	13	finite	finite	ADJ
fis-2680	42	14	elements	element	NOUN
fis-2680	42	15	.	.	PUNCT
fis-2680	43	1	this	this	DET
fis-2680	43	2	type	type	NOUN
fis-2680	43	3	of	of	ADP
fis-2680	43	4	application	application	NOUN
fis-2680	43	5	results	result	NOUN
fis-2680	43	6	in	in	ADP
fis-2680	43	7	a	a	DET
fis-2680	43	8	high	high	ADJ
fis-2680	43	9	computational	computational	ADJ
fis-2680	43	10	cost	cost	NOUN
fis-2680	43	11	and	and	CCONJ
fis-2680	43	12	complex	complex	ADJ
fis-2680	43	13	interpretation	interpretation	NOUN
fis-2680	43	14	of	of	ADP
fis-2680	43	15	the	the	DET
fis-2680	43	16	numerical	numerical	ADJ
fis-2680	43	17	results	result	NOUN
fis-2680	43	18	.	.	PUNCT
fis-2680	44	1	in	in	ADP
fis-2680	44	2	the	the	DET
fis-2680	44	3	light	light	NOUN
fis-2680	44	4	of	of	ADP
fis-2680	44	5	the	the	DET
fis-2680	44	6	foregoing	foregoing	NOUN
fis-2680	44	7	,	,	PUNCT
fis-2680	44	8	this	this	DET
fis-2680	44	9	paper	paper	NOUN
fis-2680	44	10	presents	present	VERB
fis-2680	44	11	an	an	DET
fis-2680	44	12	alternative	alternative	ADJ
fis-2680	44	13	approach	approach	NOUN
fis-2680	44	14	based	base	VERB
fis-2680	44	15	on	on	ADP
fis-2680	44	16	ldm	ldm	NOUN
fis-2680	44	17	that	that	PRON
fis-2680	44	18	estimates	estimate	VERB
fis-2680	44	19	the	the	DET
fis-2680	44	20	response	response	NOUN
fis-2680	44	21	of	of	ADP
fis-2680	44	22	rc	rc	PROPN
fis-2680	44	23	beams	beam	NOUN
fis-2680	44	24	subjected	subject	VERB
fis-2680	44	25	to	to	ADP
fis-2680	44	26	shear	shear	ADJ
fis-2680	44	27	failure	failure	NOUN
fis-2680	44	28	due	due	ADP
fis-2680	44	29	to	to	ADP
fis-2680	44	30	impact	impact	NOUN
fis-2680	44	31	loads	load	NOUN
fis-2680	44	32	.	.	PUNCT
fis-2680	45	1	the	the	DET
fis-2680	45	2	proposed	propose	VERB
fis-2680	45	3	formulation	formulation	NOUN
fis-2680	45	4	is	be	AUX
fis-2680	45	5	obtained	obtain	VERB
fis-2680	45	6	by	by	ADP
fis-2680	45	7	the	the	DET
fis-2680	45	8	thermodynamic	thermodynamic	NOUN
fis-2680	45	9	of	of	ADP
fis-2680	45	10	irreversible	irreversible	ADJ
fis-2680	45	11	processes	process	NOUN
fis-2680	45	12	.	.	PUNCT
fis-2680	46	1	since	since	SCONJ
fis-2680	46	2	the	the	DET
fis-2680	46	3	proposed	propose	VERB
fis-2680	46	4	formulation	formulation	NOUN
fis-2680	46	5	is	be	AUX
fis-2680	46	6	quite	quite	ADV
fis-2680	46	7	simple	simple	ADJ
fis-2680	46	8	,	,	PUNCT
fis-2680	46	9	structural	structural	ADJ
fis-2680	46	10	safety	safety	NOUN
fis-2680	46	11	might	might	AUX
fis-2680	46	12	be	be	AUX
fis-2680	46	13	easily	easily	ADV
fis-2680	46	14	analysed	analyse	VERB
fis-2680	46	15	with	with	ADP
fis-2680	46	16	practical	practical	ADJ
fis-2680	46	17	engineering	engineering	NOUN
fis-2680	46	18	criteria	criterion	NOUN
fis-2680	46	19	.	.	PUNCT
fis-2680	47	1	finally	finally	ADV
fis-2680	47	2	,	,	PUNCT
fis-2680	47	3	the	the	DET
fis-2680	47	4	accuracy	accuracy	NOUN
fis-2680	47	5	of	of	ADP
fis-2680	47	6	the	the	DET
fis-2680	47	7	proposed	propose	VERB
fis-2680	47	8	ldm	ldm	NOUN
fis-2680	47	9	model	model	NOUN
fis-2680	47	10	is	be	AUX
fis-2680	47	11	verified	verify	VERB
fis-2680	47	12	by	by	ADP
fis-2680	47	13	comparing	compare	VERB
fis-2680	47	14	the	the	DET
fis-2680	47	15	obtained	obtain	VERB
fis-2680	47	16	results	result	NOUN
fis-2680	47	17	with	with	ADP
fis-2680	47	18	experimental	experimental	ADJ
fis-2680	47	19	responses	response	NOUN
fis-2680	47	20	[	[	X
fis-2680	47	21	22	22	NUM
fis-2680	47	22	]	]	PUNCT
fis-2680	47	23	.	.	PUNCT
fis-2680	48	1	lumped	lump	VERB
fis-2680	48	2	damage	damage	NOUN
fis-2680	48	3	mechanics	mechanic	NOUN
fis-2680	48	4	general	general	ADJ
fis-2680	48	5	overview	overview	NOUN
fis-2680	48	6	onsider	onsider	NOUN
fis-2680	48	7	a	a	DET
fis-2680	48	8	finite	finite	ADJ
fis-2680	48	9	beam	beam	NOUN
fis-2680	48	10	element	element	NOUN
fis-2680	48	11	between	between	ADP
fis-2680	48	12	nodes	node	NOUN
fis-2680	48	13	i	i	PRON
fis-2680	48	14	and	and	CCONJ
fis-2680	48	15	j	j	PROPN
fis-2680	48	16	,	,	PUNCT
fis-2680	48	17	as	as	SCONJ
fis-2680	48	18	the	the	DET
fis-2680	48	19	one	one	NOUN
fis-2680	48	20	depicted	depict	VERB
fis-2680	48	21	in	in	ADP
fis-2680	48	22	fig	fig	NOUN
fis-2680	48	23	.	.	PUNCT
fis-2680	49	1	1a	1a	PROPN
fis-2680	49	2	.	.	PUNCT
fis-2680	50	1	the	the	DET
fis-2680	50	2	deformed	deform	VERB
fis-2680	50	3	shape	shape	NOUN
fis-2680	50	4	of	of	ADP
fis-2680	50	5	the	the	DET
fis-2680	50	6	beam	beam	NOUN
fis-2680	50	7	element	element	NOUN
fis-2680	50	8	can	can	AUX
fis-2680	50	9	be	be	AUX
fis-2680	50	10	described	describe	VERB
fis-2680	50	11	by	by	ADP
fis-2680	50	12	the	the	DET
fis-2680	50	13	flexure	flexure	NOUN
fis-2680	50	14	rotations	rotation	NOUN
fis-2680	50	15	i	i	NOUN
fis-2680	50	16	and	and	CCONJ
fis-2680	50	17	j	j	NUM
fis-2680	50	18	at	at	ADP
fis-2680	50	19	the	the	DET
fis-2680	50	20	nodes	node	NOUN
fis-2680	50	21	i	i	PRON
fis-2680	50	22	and	and	CCONJ
fis-2680	50	23	j	j	PROPN
fis-2680	50	24	,	,	PUNCT
fis-2680	50	25	respectively	respectively	ADV
fis-2680	50	26	.	.	PUNCT
fis-2680	51	1	both	both	DET
fis-2680	51	2	flexure	flexure	VERB
fis-2680	51	3	rotations	rotation	NOUN
fis-2680	51	4	are	be	AUX
fis-2680	51	5	set	set	VERB
fis-2680	51	6	in	in	ADP
fis-2680	51	7	the	the	DET
fis-2680	51	8	matrix	matrix	NOUN
fis-2680	51	9	of	of	ADP
fis-2680	51	10	generalised	generalised	ADJ
fis-2680	51	11	deformations	deformation	NOUN
fis-2680	51	12	,	,	PUNCT
fis-2680	51	13	defined	define	VERB
fis-2680	51	14	as	as	ADP
fis-2680	51	15	:	:	PUNCT
fis-2680	51	16			PROPN
fis-2680	51	17			PROPN
fis-2680	52	1			PROPN
fis-2680	52	2	tji	tji	PUNCT
fis-2680	52	3	φ	φ	NOUN
fis-2680	52	4	(	(	PUNCT
fis-2680	52	5	1	1	NUM
fis-2680	52	6	)	)	PUNCT
fis-2680	52	7	where	where	SCONJ
fis-2680	52	8	the	the	DET
fis-2680	52	9	superscript	superscript	PROPN
fis-2680	52	10	t	t	PROPN
fis-2680	52	11	means	mean	VERB
fis-2680	52	12	‘	'	PUNCT
fis-2680	52	13	transpose	transpose	NOUN
fis-2680	52	14	of	of	ADP
fis-2680	52	15	’	'	PUNCT
fis-2680	52	16	.	.	PUNCT
fis-2680	53	1	in	in	ADP
fis-2680	53	2	order	order	NOUN
fis-2680	53	3	to	to	PART
fis-2680	53	4	take	take	VERB
fis-2680	53	5	into	into	ADP
fis-2680	53	6	account	account	NOUN
fis-2680	53	7	the	the	DET
fis-2680	53	8	inelastic	inelastic	ADJ
fis-2680	53	9	phenomena	phenomenon	NOUN
fis-2680	53	10	,	,	PUNCT
fis-2680	53	11	the	the	DET
fis-2680	53	12	finite	finite	ADJ
fis-2680	53	13	element	element	NOUN
fis-2680	53	14	is	be	AUX
fis-2680	53	15	now	now	ADV
fis-2680	53	16	understood	understand	VERB
fis-2680	53	17	as	as	ADP
fis-2680	53	18	an	an	DET
fis-2680	53	19	assemblage	assemblage	NOUN
fis-2680	53	20	of	of	ADP
fis-2680	53	21	an	an	DET
fis-2680	53	22	elasticplastic	elasticplastic	ADJ
fis-2680	53	23	-	-	PUNCT
fis-2680	53	24	damage	damage	NOUN
fis-2680	53	25	timoshenko	timoshenko	NOUN
fis-2680	53	26	beam	beam	NOUN
fis-2680	53	27	with	with	ADP
fis-2680	53	28	two	two	NUM
fis-2680	53	29	inelastic	inelastic	ADJ
fis-2680	53	30	hinges	hinge	NOUN
fis-2680	53	31	at	at	ADP
fis-2680	53	32	its	its	PRON
fis-2680	53	33	edges	edge	NOUN
fis-2680	53	34	,	,	PUNCT
fis-2680	53	35	as	as	SCONJ
fis-2680	53	36	shown	show	VERB
fis-2680	53	37	in	in	ADP
fis-2680	53	38	fig	fig	NOUN
fis-2680	53	39	.	.	PUNCT
fis-2680	54	1	1b	1b	NUM
fis-2680	54	2	.	.	PUNCT
fis-2680	55	1	note	note	VERB
fis-2680	55	2	that	that	SCONJ
fis-2680	55	3	the	the	DET
fis-2680	55	4	bending	bend	VERB
fis-2680	55	5	inelastic	inelastic	ADJ
fis-2680	55	6	effects	effect	NOUN
fis-2680	55	7	are	be	AUX
fis-2680	55	8	lumped	lump	VERB
fis-2680	55	9	at	at	ADP
fis-2680	55	10	the	the	DET
fis-2680	55	11	hinges	hinge	NOUN
fis-2680	55	12	and	and	CCONJ
fis-2680	55	13	the	the	DET
fis-2680	55	14	shear	shear	NOUN
fis-2680	55	15	ones	one	NOUN
fis-2680	55	16	are	be	AUX
fis-2680	55	17	distributed	distribute	VERB
fis-2680	55	18	along	along	ADP
fis-2680	55	19	the	the	DET
fis-2680	55	20	beam	beam	NOUN
fis-2680	55	21	element	element	NOUN
fis-2680	55	22	.	.	PUNCT
fis-2680	56	1	for	for	ADP
fis-2680	56	2	rc	rc	PROPN
fis-2680	56	3	beams	beam	NOUN
fis-2680	56	4	,	,	PUNCT
fis-2680	56	5	the	the	DET
fis-2680	56	6	damage	damage	NOUN
fis-2680	56	7	variables	variable	NOUN
fis-2680	56	8	di	di	X
fis-2680	56	9	and	and	CCONJ
fis-2680	56	10	dj	dj	VERB
fis-2680	56	11	account	account	NOUN
fis-2680	56	12	for	for	ADP
fis-2680	56	13	the	the	DET
fis-2680	56	14	bending	bend	VERB
fis-2680	56	15	concrete	concrete	ADJ
fis-2680	56	16	cracking	cracking	NOUN
fis-2680	56	17	,	,	PUNCT
fis-2680	56	18	the	the	DET
fis-2680	56	19	plastic	plastic	ADJ
fis-2680	56	20	flexure	flexure	NOUN
fis-2680	56	21	rotations	rotation	NOUN
fis-2680	56	22	i	i	NOUN
fis-2680	56	23	p	p	NOUN
fis-2680	56	24	and	and	CCONJ
fis-2680	56	25	j	j	PROPN
fis-2680	56	26	p	p	NOUN
fis-2680	56	27	quantify	quantify	ADJ
fis-2680	56	28	the	the	DET
fis-2680	56	29	yielding	yielding	NOUN
fis-2680	56	30	of	of	ADP
fis-2680	56	31	the	the	DET
fis-2680	56	32	longitudinal	longitudinal	ADJ
fis-2680	56	33	reinforcement	reinforcement	NOUN
fis-2680	56	34	,	,	PUNCT
fis-2680	56	35	the	the	DET
fis-2680	56	36	damage	damage	NOUN
fis-2680	56	37	variable	variable	ADJ
fis-2680	56	38	ds	ds	ADJ
fis-2680	56	39	measures	measure	NOUN
fis-2680	56	40	the	the	DET
fis-2680	56	41	shear	shear	NOUN
fis-2680	56	42	concrete	concrete	ADJ
fis-2680	56	43	cracking	cracking	NOUN
fis-2680	56	44	and	and	CCONJ
fis-2680	56	45	the	the	DET
fis-2680	56	46	plastic	plastic	ADJ
fis-2680	56	47	distortion	distortion	NOUN
fis-2680	56	48			NUM
fis-2680	56	49	p	p	NOUN
fis-2680	56	50	accounts	account	NOUN
fis-2680	56	51	for	for	ADP
fis-2680	56	52	the	the	DET
fis-2680	56	53	yielding	yielding	NOUN
fis-2680	56	54	of	of	ADP
fis-2680	56	55	the	the	DET
fis-2680	56	56	transversal	transversal	ADJ
fis-2680	56	57	reinforcement	reinforcement	NOUN
fis-2680	56	58	(	(	PUNCT
fis-2680	56	59	fig	fig	NOUN
fis-2680	56	60	.	.	PUNCT
fis-2680	57	1	1c	1c	NOUN
fis-2680	57	2	)	)	PUNCT
fis-2680	57	3	.	.	PUNCT
fis-2680	58	1	the	the	DET
fis-2680	58	2	matrix	matrix	NOUN
fis-2680	58	3	of	of	ADP
fis-2680	58	4	generalised	generalise	VERB
fis-2680	58	5	stresses	stress	NOUN
fis-2680	58	6	{	{	PUNCT
fis-2680	58	7	m	m	VERB
fis-2680	58	8	}	}	PUNCT
fis-2680	58	9	is	be	AUX
fis-2680	58	10	defined	define	VERB
fis-2680	58	11	as	as	ADP
fis-2680	58	12	a	a	DET
fis-2680	58	13	set	set	NOUN
fis-2680	58	14	of	of	ADP
fis-2680	58	15	bending	bend	VERB
fis-2680	58	16	moments	moment	NOUN
fis-2680	58	17	,	,	PUNCT
fis-2680	58	18	mi	mi	PROPN
fis-2680	58	19	and	and	CCONJ
fis-2680	58	20	mj	mj	PROPN
fis-2680	58	21	,	,	PUNCT
fis-2680	58	22	which	which	PRON
fis-2680	58	23	are	be	AUX
fis-2680	58	24	conjugated	conjugate	VERB
fis-2680	58	25	with	with	ADP
fis-2680	58	26	generalised	generalise	VERB
fis-2680	58	27	deformations	deformation	NOUN
fis-2680	58	28	i	i	NOUN
fis-2680	58	29	and	and	CCONJ
fis-2680	58	30	j	j	PROPN
fis-2680	58	31	(	(	PUNCT
fis-2680	58	32	fig	fig	NOUN
fis-2680	58	33	.	.	PUNCT
fis-2680	59	1	1c	1c	NOUN
fis-2680	59	2	)	)	PUNCT
fis-2680	59	3	.	.	PUNCT
fis-2680	60	1	c	c	PROPN
fis-2680	60	2	m.	m.	PROPN
fis-2680	60	3	c.	c.	PROPN
fis-2680	60	4	oliveira	oliveira	PROPN
fis-2680	60	5	et	et	PROPN
fis-2680	60	6	alii	alii	PROPN
fis-2680	60	7	,	,	PUNCT
fis-2680	60	8	frattura	frattura	PROPN
fis-2680	60	9	ed	ed	PROPN
fis-2680	60	10	integrità	integrità	PROPN
fis-2680	60	11	strutturale	strutturale	PROPN
fis-2680	60	12	,	,	PUNCT
fis-2680	60	13	53	53	NUM
fis-2680	60	14	(	(	PUNCT
fis-2680	60	15	2020	2020	NUM
fis-2680	60	16	)	)	PUNCT
fis-2680	60	17	13	13	NUM
fis-2680	60	18	-	-	SYM
fis-2680	60	19	25	25	NUM
fis-2680	60	20	;	;	PUNCT
fis-2680	60	21	doi	doi	NOUN
fis-2680	60	22	:	:	PUNCT
fis-2680	60	23	10.3221	10.3221	NUM
fis-2680	60	24	/	/	SYM
fis-2680	60	25	igf	igf	PROPN
fis-2680	60	26	-	-	PROPN
fis-2680	60	27	esis.53.02	esis.53.02	PROPN
fis-2680	60	28	15	15	NUM
fis-2680	60	29			PROPN
fis-2680	60	30			PROPN
fis-2680	60	31			PROPN
fis-2680	60	32	tji	tji	PROPN
fis-2680	60	33	mmm	mmm	PROPN
fis-2680	60	34	(	(	PUNCT
fis-2680	60	35	2	2	NUM
fis-2680	60	36	)	)	PUNCT
fis-2680	60	37	figure	figure	NOUN
fis-2680	60	38	1	1	NUM
fis-2680	60	39	:	:	PUNCT
fis-2680	60	40	lumped	lump	VERB
fis-2680	60	41	damage	damage	NOUN
fis-2680	60	42	beam	beam	NOUN
fis-2680	60	43	:	:	PUNCT
fis-2680	60	44	(	(	PUNCT
fis-2680	60	45	a	a	X
fis-2680	60	46	)	)	PUNCT
fis-2680	60	47	deformed	deform	VERB
fis-2680	60	48	shape	shape	NOUN
fis-2680	60	49	,	,	PUNCT
fis-2680	60	50	(	(	PUNCT
fis-2680	60	51	b	b	X
fis-2680	60	52	)	)	PUNCT
fis-2680	60	53	finite	finite	ADJ
fis-2680	60	54	element	element	NOUN
fis-2680	60	55	and	and	CCONJ
fis-2680	60	56	(	(	PUNCT
fis-2680	60	57	c	c	NOUN
fis-2680	60	58	)	)	PUNCT
fis-2680	60	59	inelastic	inelastic	ADJ
fis-2680	60	60	variables	variable	NOUN
fis-2680	60	61	.	.	PUNCT
fis-2680	61	1	according	accord	VERB
fis-2680	61	2	to	to	ADP
fis-2680	61	3	the	the	DET
fis-2680	61	4	deformation	deformation	NOUN
fis-2680	61	5	equivalence	equivalence	NOUN
fis-2680	61	6	hypothesis	hypothesis	NOUN
fis-2680	61	7	[	[	X
fis-2680	61	8	4	4	NUM
fis-2680	61	9	]	]	PUNCT
fis-2680	61	10	,	,	PUNCT
fis-2680	61	11	the	the	DET
fis-2680	61	12	matrix	matrix	NOUN
fis-2680	61	13	of	of	ADP
fis-2680	61	14	generalised	generalised	ADJ
fis-2680	61	15	deformations	deformation	NOUN
fis-2680	61	16	can	can	AUX
fis-2680	61	17	be	be	AUX
fis-2680	61	18	expressed	express	VERB
fis-2680	61	19	as	as	ADP
fis-2680	61	20	:	:	PUNCT
fis-2680	61	21			PROPN
fis-2680	61	22			PROPN
fis-2680	61	23			PROPN
fis-2680	61	24			PROPN
fis-2680	61	25			PROPN
fis-2680	61	26			PROPN
fis-2680	61	27			PROPN
fis-2680	61	28			PROPN
fis-2680	61	29			PROPN
fis-2680	61	30			PROPN
fis-2680	61	31			PROPN
fis-2680	61	32	ppdde	ppdde	NUM
fis-2680	61	33	γφγφφφ	γφγφφφ	NUM
fis-2680	61	34			NOUN
fis-2680	61	35	(	(	PUNCT
fis-2680	61	36	3	3	NUM
fis-2680	61	37	)	)	PUNCT
fis-2680	61	38	where	where	SCONJ
fis-2680	61	39	{	{	PUNCT
fis-2680	61	40	e	e	NOUN
fis-2680	61	41	is	be	AUX
fis-2680	61	42	the	the	DET
fis-2680	61	43	matrix	matrix	NOUN
fis-2680	61	44	of	of	ADP
fis-2680	61	45	elastic	elastic	ADJ
fis-2680	61	46	deformations	deformation	NOUN
fis-2680	61	47	,	,	PUNCT
fis-2680	61	48	given	give	VERB
fis-2680	61	49	by	by	ADP
fis-2680	61	50	[	[	X
fis-2680	61	51	4	4	NUM
fis-2680	61	52	]	]	PUNCT
fis-2680	61	53	:	:	PUNCT
fis-2680	61	54			PROPN
fis-2680	61	55			PROPN
fis-2680	61	56			PROPN
fis-2680	61	57			PROPN
fis-2680	61	58			NOUN
fis-2680	61	59	mmφ	mmφ	NOUN
fis-2680	61	60			PUNCT
fis-2680	62	1			PROPN
fis-2680	62	2			PROPN
fis-2680	62	3			PROPN
fis-2680	62	4			X
fis-2680	62	5			NOUN
fis-2680	62	6			NOUN
fis-2680	62	7			NOUN
fis-2680	62	8			NOUN
fis-2680	62	9			PROPN
fis-2680	62	10			ADJ
fis-2680	62	11			PROPN
fis-2680	62	12			PROPN
fis-2680	63	1			PROPN
fis-2680	63	2			PROPN
fis-2680	63	3			X
fis-2680	63	4			NOUN
fis-2680	63	5			NOUN
fis-2680	63	6			NOUN
fis-2680	63	7			VERB
fis-2680	63	8			PROPN
fis-2680	63	9			PROPN
fis-2680	63	10			PROPN
fis-2680	63	11			ADV
fis-2680	63	12	lgalga	lgalga	VERB
fis-2680	63	13	lgalga	lgalga	NOUN
fis-2680	63	14	ei	ei	X
fis-2680	63	15	l	l	NOUN
fis-2680	63	16	ei	ei	X
fis-2680	63	17	l	l	NOUN
fis-2680	63	18	ei	ei	X
fis-2680	63	19	l	l	NOUN
fis-2680	63	20	ei	ei	X
fis-2680	63	21	l	l	NOUN
fis-2680	63	22	e	e	NOUN
fis-2680	63	23	11	11	NUM
fis-2680	63	24	11	11	NUM
fis-2680	63	25	36	36	NUM
fis-2680	63	26	63	63	NUM
fis-2680	63	27	(	(	PUNCT
fis-2680	63	28	4	4	NUM
fis-2680	63	29	)	)	PUNCT
fis-2680	63	30	being	be	AUX
fis-2680	63	31	e	e	X
fis-2680	63	32	the	the	DET
fis-2680	63	33	young	young	PROPN
fis-2680	63	34	’s	’s	PART
fis-2680	63	35	modulus	modulus	NOUN
fis-2680	63	36	,	,	PUNCT
fis-2680	63	37	g	g	PROPN
fis-2680	63	38	the	the	DET
fis-2680	63	39	shear	shear	NOUN
fis-2680	63	40	modulus	modulus	NOUN
fis-2680	63	41	,	,	PUNCT
fis-2680	63	42	i	i	PRON
fis-2680	63	43	the	the	DET
fis-2680	63	44	inertia	inertia	NOUN
fis-2680	63	45	moment	moment	NOUN
fis-2680	63	46	and	and	CCONJ
fis-2680	63	47	a	a	DET
fis-2680	63	48	the	the	DET
fis-2680	63	49	cross	cross	PROPN
fis-2680	63	50	section	section	NOUN
fis-2680	63	51	area	area	NOUN
fis-2680	63	52	;	;	PUNCT
fis-2680	63	53	{	{	PUNCT
fis-2680	63	54	d	d	PROPN
fis-2680	63	55	is	be	AUX
fis-2680	63	56	the	the	DET
fis-2680	63	57	matrix	matrix	NOUN
fis-2680	63	58	that	that	PRON
fis-2680	63	59	represents	represent	VERB
fis-2680	63	60	the	the	DET
fis-2680	63	61	deformation	deformation	NOUN
fis-2680	63	62	of	of	ADP
fis-2680	63	63	the	the	DET
fis-2680	63	64	beam	beam	NOUN
fis-2680	63	65	due	due	ADP
fis-2680	63	66	to	to	ADP
fis-2680	63	67	bending	bend	VERB
fis-2680	63	68	cracking	crack	VERB
fis-2680	63	69	in	in	ADP
fis-2680	63	70	concrete	concrete	NOUN
fis-2680	63	71	by	by	ADP
fis-2680	63	72	means	mean	NOUN
fis-2680	63	73	of	of	ADP
fis-2680	63	74	damage	damage	NOUN
fis-2680	63	75	variables	variable	NOUN
fis-2680	63	76	(	(	PUNCT
fis-2680	63	77	di	di	X
fis-2680	63	78	e	e	NOUN
fis-2680	63	79	dj	dj	PROPN
fis-2680	63	80	)	)	PUNCT
fis-2680	63	81	in	in	ADP
fis-2680	63	82	each	each	DET
fis-2680	63	83	hinge	hinge	NOUN
fis-2680	63	84	,	,	PUNCT
fis-2680	63	85	given	give	VERB
fis-2680	63	86	by	by	ADP
fis-2680	63	87	[	[	X
fis-2680	63	88	4	4	NUM
fis-2680	63	89	]	]	PUNCT
fis-2680	63	90	:	:	PUNCT
fis-2680	63	91			PROPN
fis-2680	63	92			PROPN
fis-2680	63	93			NOUN
fis-2680	64	1			SYM
fis-2680	64	2			NOUN
fis-2680	64	3			PUNCT
fis-2680	64	4			NOUN
fis-2680	64	5	mφ	mφ	NOUN
fis-2680	64	6			NOUN
fis-2680	64	7			PROPN
fis-2680	65	1			NOUN
fis-2680	65	2			PROPN
fis-2680	65	3			PROPN
fis-2680	65	4			X
fis-2680	65	5			NOUN
fis-2680	65	6			NOUN
fis-2680	65	7			NOUN
fis-2680	65	8			NOUN
fis-2680	65	9			VERB
fis-2680	65	10			PROPN
fis-2680	65	11			PROPN
fis-2680	65	12			PROPN
fis-2680	65	13			PROPN
fis-2680	65	14	j	j	PROPN
fis-2680	66	1	j	j	NOUN
fis-2680	67	1	i	i	PRON
fis-2680	67	2	i	i	INTJ
fis-2680	68	1	d	d	VERB
fis-2680	68	2	dei	dei	VERB
fis-2680	68	3	ld	ld	PROPN
fis-2680	68	4	dei	dei	PROPN
fis-2680	68	5	ld	ld	PROPN
fis-2680	68	6	13	13	NUM
fis-2680	68	7	0	0	NUM
fis-2680	68	8	0	0	NUM
fis-2680	68	9	13	13	NUM
fis-2680	68	10	(	(	PUNCT
fis-2680	68	11	5	5	NUM
fis-2680	68	12	)	)	PUNCT
fis-2680	68	13	{	{	PUNCT
fis-2680	69	1	d	d	PROPN
fis-2680	69	2	is	be	AUX
fis-2680	69	3	the	the	DET
fis-2680	69	4	matrix	matrix	NOUN
fis-2680	69	5	that	that	PRON
fis-2680	69	6	represents	represent	VERB
fis-2680	69	7	the	the	DET
fis-2680	69	8	beam	beam	NOUN
fis-2680	69	9	distortion	distortion	NOUN
fis-2680	69	10	caused	cause	VERB
fis-2680	69	11	by	by	ADP
fis-2680	69	12	diagonal	diagonal	ADJ
fis-2680	69	13	shear	shear	NOUN
fis-2680	69	14	cracks	crack	NOUN
fis-2680	69	15	through	through	ADP
fis-2680	69	16	the	the	DET
fis-2680	69	17	damage	damage	NOUN
fis-2680	69	18	variable	variable	ADJ
fis-2680	69	19	ds	ds	NOUN
fis-2680	69	20	,	,	PUNCT
fis-2680	69	21	expressed	express	VERB
fis-2680	69	22	as	as	ADP
fis-2680	69	23	[	[	X
fis-2680	69	24	4	4	NUM
fis-2680	69	25	]	]	PUNCT
fis-2680	69	26	:	:	PUNCT
fis-2680	69	27			PROPN
fis-2680	69	28			PROPN
fis-2680	69	29			NOUN
fis-2680	70	1			SYM
fis-2680	70	2			NOUN
fis-2680	70	3			SYM
fis-2680	70	4			NOUN
fis-2680	70	5			SYM
fis-2680	70	6			NOUN
fis-2680	70	7			PUNCT
fis-2680	70	8			NUM
fis-2680	70	9	mγ	mγ	PROPN
fis-2680	70	10			PROPN
fis-2680	71	1			PROPN
fis-2680	71	2			NOUN
fis-2680	71	3			PROPN
fis-2680	71	4			PROPN
fis-2680	71	5			X
fis-2680	71	6			NOUN
fis-2680	71	7			NOUN
fis-2680	71	8			NOUN
fis-2680	71	9			NOUN
fis-2680	71	10			X
fis-2680	71	11			PROPN
fis-2680	71	12			NOUN
fis-2680	71	13			X
fis-2680	71	14	s	s	PART
fis-2680	71	15	s	s	X
fis-2680	71	16	s	s	X
fis-2680	71	17	s	s	X
fis-2680	71	18	s	s	X
fis-2680	71	19	s	s	X
fis-2680	71	20	s	s	X
fis-2680	71	21	s	s	X
fis-2680	71	22	d	d	X
fis-2680	71	23	dlga	dlga	NOUN
fis-2680	72	1	d	d	X
fis-2680	72	2	dlga	dlga	NOUN
fis-2680	73	1	d	d	X
fis-2680	73	2	dlga	dlga	NOUN
fis-2680	74	1	d	d	X
fis-2680	74	2	dlga	dlga	NOUN
fis-2680	74	3	d	d	NOUN
fis-2680	74	4	11	11	NUM
fis-2680	74	5	11	11	NUM
fis-2680	74	6	(	(	PUNCT
fis-2680	74	7	6	6	NUM
fis-2680	74	8	)	)	PUNCT
fis-2680	74	9	m.	m.	NOUN
fis-2680	74	10	c.	c.	PROPN
fis-2680	74	11	oliveira	oliveira	PROPN
fis-2680	74	12	et	et	PROPN
fis-2680	74	13	alii	alii	PROPN
fis-2680	74	14	,	,	PUNCT
fis-2680	74	15	frattura	frattura	PROPN
fis-2680	74	16	ed	ed	PROPN
fis-2680	74	17	integrità	integrità	PROPN
fis-2680	74	18	strutturale	strutturale	PROPN
fis-2680	74	19	,	,	PUNCT
fis-2680	74	20	53	53	NUM
fis-2680	74	21	(	(	PUNCT
fis-2680	74	22	2020	2020	NUM
fis-2680	74	23	)	)	PUNCT
fis-2680	74	24	13	13	NUM
fis-2680	74	25	-	-	SYM
fis-2680	74	26	25	25	NUM
fis-2680	74	27	;	;	PUNCT
fis-2680	74	28	doi	doi	NOUN
fis-2680	74	29	:	:	PUNCT
fis-2680	74	30	10.3221	10.3221	NUM
fis-2680	74	31	/	/	SYM
fis-2680	74	32	igf	igf	PROPN
fis-2680	74	33	-	-	PROPN
fis-2680	74	34	esis.53.02	esis.53.02	ADJ
fis-2680	74	35	16	16	NUM
fis-2680	74	36	{	{	PUNCT
fis-2680	74	37	p	p	NOUN
fis-2680	74	38	is	be	AUX
fis-2680	74	39	the	the	DET
fis-2680	74	40	matrix	matrix	NOUN
fis-2680	74	41	that	that	PRON
fis-2680	74	42	quantifies	quantify	VERB
fis-2680	74	43	the	the	DET
fis-2680	74	44	deformation	deformation	NOUN
fis-2680	74	45	caused	cause	VERB
fis-2680	74	46	by	by	ADP
fis-2680	74	47	the	the	DET
fis-2680	74	48	yielding	yielding	NOUN
fis-2680	74	49	of	of	ADP
fis-2680	74	50	the	the	DET
fis-2680	74	51	longitudinal	longitudinal	ADJ
fis-2680	74	52	reinforcement	reinforcement	NOUN
fis-2680	74	53	,	,	PUNCT
fis-2680	74	54	i.e.	i.e.	X
fis-2680	74	55	:	:	PUNCT
fis-2680	74	56			PROPN
fis-2680	74	57			PROPN
fis-2680	74	58			PROPN
fis-2680	74	59	tpjp	tpjp	PROPN
fis-2680	74	60	i	i	PRON
fis-2680	74	61	p	p	NOUN
fis-2680	74	62	φ	φ	NOUN
fis-2680	74	63	(	(	PUNCT
fis-2680	74	64	7	7	NUM
fis-2680	74	65	)	)	PUNCT
fis-2680	74	66	and	and	CCONJ
fis-2680	74	67	{	{	PUNCT
fis-2680	74	68	p	p	PROPN
fis-2680	74	69	is	be	AUX
fis-2680	74	70	the	the	DET
fis-2680	74	71	matrix	matrix	NOUN
fis-2680	74	72	that	that	PRON
fis-2680	74	73	represents	represent	VERB
fis-2680	74	74	the	the	DET
fis-2680	74	75	plastic	plastic	ADJ
fis-2680	74	76	distortion	distortion	NOUN
fis-2680	74	77	of	of	ADP
fis-2680	74	78	the	the	DET
fis-2680	74	79	beam	beam	NOUN
fis-2680	74	80	caused	cause	VERB
fis-2680	74	81	by	by	ADP
fis-2680	74	82	the	the	DET
fis-2680	74	83	yielding	yielding	NOUN
fis-2680	74	84	of	of	ADP
fis-2680	74	85	the	the	DET
fis-2680	74	86	transversal	transversal	ADJ
fis-2680	74	87	reinforcement	reinforcement	NOUN
fis-2680	74	88	(	(	PUNCT
fis-2680	74	89	fig	fig	NOUN
fis-2680	74	90	.	.	PUNCT
fis-2680	75	1	1c	1c	NOUN
fis-2680	75	2	)	)	PUNCT
fis-2680	75	3	,	,	PUNCT
fis-2680	75	4	given	give	VERB
fis-2680	75	5	by	by	ADP
fis-2680	75	6	:	:	PUNCT
fis-2680	75	7			PROPN
fis-2680	75	8			PROPN
fis-2680	75	9			PROPN
fis-2680	75	10	tppp	tppp	NOUN
fis-2680	75	11	γ	γ	X
fis-2680	75	12	(	(	PUNCT
fis-2680	75	13	8)	8)	NUM
fis-2680	75	14	hence	hence	ADV
fis-2680	75	15	,	,	PUNCT
fis-2680	75	16	the	the	DET
fis-2680	75	17	elastic	elastic	ADJ
fis-2680	75	18	relation	relation	NOUN
fis-2680	75	19	is	be	AUX
fis-2680	75	20	obtained	obtain	VERB
fis-2680	75	21	by	by	ADP
fis-2680	75	22	substituting	substitute	VERB
fis-2680	75	23	(	(	PUNCT
fis-2680	75	24	4	4	NUM
fis-2680	75	25	-	-	SYM
fis-2680	75	26	8)	8)	NUM
fis-2680	75	27	in	in	ADP
fis-2680	75	28	(	(	PUNCT
fis-2680	75	29	3	3	NUM
fis-2680	75	30	):	):	PUNCT
fis-2680	76	1			PROPN
fis-2680	76	2			PROPN
fis-2680	76	3			NOUN
fis-2680	76	4			SYM
fis-2680	76	5			NOUN
fis-2680	76	6			X
fis-2680	77	1			NOUN
fis-2680	77	2			PROPN
fis-2680	77	3			NOUN
fis-2680	77	4			SYM
fis-2680	77	5			NOUN
fis-2680	77	6			PUNCT
fis-2680	77	7			PROPN
fis-2680	77	8			PROPN
fis-2680	77	9			NOUN
fis-2680	77	10			SYM
fis-2680	77	11			NOUN
fis-2680	77	12			SYM
fis-2680	77	13			NOUN
fis-2680	77	14			SYM
fis-2680	77	15			NOUN
fis-2680	77	16			PUNCT
fis-2680	77	17			PROPN
fis-2680	77	18	mm	mm	NOUN
fis-2680	77	19	mffγφφ	mffγφφ	ADJ
fis-2680	77	20			NOUN
fis-2680	77	21			NOUN
fis-2680	77	22			PROPN
fis-2680	77	23			PROPN
fis-2680	77	24			PROPN
fis-2680	77	25			X
fis-2680	77	26			NOUN
fis-2680	77	27			NOUN
fis-2680	77	28			NOUN
fis-2680	77	29			NOUN
fis-2680	77	30			X
fis-2680	77	31			PROPN
fis-2680	77	32			INTJ
fis-2680	77	33			PROPN
fis-2680	77	34			NOUN
fis-2680	78	1			PUNCT
fis-2680	78	2			NOUN
fis-2680	78	3			PROPN
fis-2680	78	4			PROPN
fis-2680	78	5			X
fis-2680	78	6			NOUN
fis-2680	78	7			NOUN
fis-2680	78	8			NOUN
fis-2680	78	9			NOUN
fis-2680	78	10			VERB
fis-2680	78	11			PROPN
fis-2680	78	12			PROPN
fis-2680	78	13			PROPN
fis-2680	78	14			PROPN
fis-2680	78	15			PROPN
fis-2680	78	16			NUM
fis-2680	79	1			INTJ
fis-2680	79	2	ss	ss	INTJ
fis-2680	80	1	ss	ss	INTJ
fis-2680	81	1	j	j	PROPN
fis-2680	82	1	i	i	PRON
fis-2680	82	2	ssjif	ssjif	INTJ
fis-2680	82	3	pp	pp	ADV
fis-2680	82	4	dlgadlga	dlgadlga	VERB
fis-2680	82	5	dlgadlga	dlgadlga	PROPN
fis-2680	82	6	dei	dei	PROPN
fis-2680	82	7	l	l	X
fis-2680	82	8	ei	ei	X
fis-2680	82	9	l	l	NOUN
fis-2680	82	10	ei	ei	X
fis-2680	82	11	l	l	PROPN
fis-2680	82	12	dei	dei	NOUN
fis-2680	82	13	l	l	PROPN
fis-2680	82	14	d	d	X
fis-2680	82	15	,	,	PUNCT
fis-2680	82	16	dd	dd	VERB
fis-2680	82	17	1	1	NUM
fis-2680	82	18	1	1	NUM
fis-2680	82	19	1	1	NUM
fis-2680	82	20	1	1	NUM
fis-2680	82	21	1	1	NUM
fis-2680	82	22	1	1	NUM
fis-2680	82	23	1	1	NUM
fis-2680	82	24	1	1	NUM
fis-2680	82	25	136	136	NUM
fis-2680	82	26	613	613	NUM
fis-2680	82	27	(	(	PUNCT
fis-2680	82	28	9	9	NUM
fis-2680	82	29	)	)	PUNCT
fis-2680	82	30	where	where	SCONJ
fis-2680	82	31	[	[	X
fis-2680	82	32	ff	ff	X
fis-2680	82	33	(	(	PUNCT
fis-2680	82	34	di	di	NOUN
fis-2680	82	35	,	,	PUNCT
fis-2680	82	36	dj	dj	NOUN
fis-2680	82	37	)	)	PUNCT
fis-2680	82	38	]	]	PUNCT
fis-2680	82	39	and	and	CCONJ
fis-2680	82	40	[	[	X
fis-2680	82	41	fs	fs	X
fis-2680	82	42	(	(	PUNCT
fis-2680	82	43	ds	ds	PROPN
fis-2680	82	44	)	)	PUNCT
fis-2680	82	45	]	]	PUNCT
fis-2680	82	46	are	be	AUX
fis-2680	82	47	the	the	DET
fis-2680	82	48	flexibility	flexibility	NOUN
fis-2680	82	49	matrices	matrix	NOUN
fis-2680	82	50	due	due	ADJ
fis-2680	82	51	flexural	flexural	ADJ
fis-2680	82	52	and	and	CCONJ
fis-2680	82	53	shear	shear	NOUN
fis-2680	82	54	cracking	cracking	NOUN
fis-2680	82	55	,	,	PUNCT
fis-2680	82	56	respectively	respectively	ADV
fis-2680	82	57	.	.	PUNCT
fis-2680	83	1	thermodynamic	thermodynamic	ADJ
fis-2680	83	2	approach	approach	NOUN
fis-2680	83	3	considering	consider	VERB
fis-2680	83	4	a	a	DET
fis-2680	83	5	beam	beam	NOUN
fis-2680	83	6	element	element	NOUN
fis-2680	83	7	with	with	ADP
fis-2680	83	8	a	a	DET
fis-2680	83	9	certain	certain	ADJ
fis-2680	83	10	level	level	NOUN
fis-2680	83	11	of	of	ADP
fis-2680	83	12	flexure	flexure	NOUN
fis-2680	83	13	and	and	CCONJ
fis-2680	83	14	shear	shear	NOUN
fis-2680	83	15	damage	damage	NOUN
fis-2680	83	16	as	as	ADV
fis-2680	83	17	well	well	ADV
fis-2680	83	18	as	as	ADP
fis-2680	83	19	plastic	plastic	ADJ
fis-2680	83	20	rotations	rotation	NOUN
fis-2680	83	21	and	and	CCONJ
fis-2680	83	22	distortion	distortion	NOUN
fis-2680	83	23	,	,	PUNCT
fis-2680	83	24	the	the	DET
fis-2680	83	25	total	total	ADJ
fis-2680	83	26	thermodynamic	thermodynamic	ADJ
fis-2680	83	27	potential	potential	NOUN
fis-2680	83	28	is	be	AUX
fis-2680	83	29	given	give	VERB
fis-2680	83	30	by	by	ADP
fis-2680	83	31	the	the	DET
fis-2680	83	32	helmholtz	helmholtz	NOUN
fis-2680	83	33	’s	’s	PART
fis-2680	83	34	free	free	ADJ
fis-2680	83	35	specific	specific	ADJ
fis-2680	83	36	energy	energy	NOUN
fis-2680	83	37	[	[	X
fis-2680	83	38	34	34	NUM
fis-2680	83	39	,	,	PUNCT
fis-2680	83	40	35	35	NUM
fis-2680	83	41	]	]	PUNCT
fis-2680	83	42	:	:	PUNCT
fis-2680	83	43			PROPN
fis-2680	83	44			PROPN
fis-2680	83	45			NOUN
fis-2680	83	46			NOUN
fis-2680	83	47			NOUN
fis-2680	83	48	pptpp	pptpp	VERB
fis-2680	83	49	γφφdεγφφ	γφφdεγφφ	VERB
fis-2680	83	50			NOUN
fis-2680	83	51	2	2	NUM
fis-2680	83	52	1	1	NUM
fis-2680	83	53	(	(	PUNCT
fis-2680	83	54	10	10	NUM
fis-2680	83	55	)	)	PUNCT
fis-2680	83	56	being	be	AUX
fis-2680	83	57			VERB
fis-2680	83	58	the	the	DET
fis-2680	83	59	total	total	ADJ
fis-2680	83	60	thermodynamic	thermodynamic	ADJ
fis-2680	83	61	potential	potential	NOUN
fis-2680	83	62	and	and	CCONJ
fis-2680	83	63	[	[	X
fis-2680	83	64	e(d	e(d	PROPN
fis-2680	83	65	)	)	PUNCT
fis-2680	83	66	]	]	PUNCT
fis-2680	83	67	the	the	DET
fis-2680	83	68	stiffness	stiffness	ADJ
fis-2680	83	69	matrix	matrix	NOUN
fis-2680	83	70	of	of	ADP
fis-2680	83	71	the	the	DET
fis-2680	83	72	damaged	damage	VERB
fis-2680	83	73	element	element	NOUN
fis-2680	83	74	,	,	PUNCT
fis-2680	83	75	given	give	VERB
fis-2680	83	76	by	by	ADP
fis-2680	83	77	:	:	PUNCT
fis-2680	83	78			PROPN
fis-2680	83	79			PROPN
fis-2680	83	80			NOUN
fis-2680	83	81			SYM
fis-2680	83	82			NOUN
fis-2680	83	83			NOUN
fis-2680	83	84			NOUN
fis-2680	83	85	1	1	NUM
fis-2680	83	86	ssjif	ssjif	PROPN
fis-2680	83	87	d	d	X
fis-2680	83	88	,	,	PUNCT
fis-2680	83	89	dd	dd	VERB
fis-2680	83	90	ff]d[ε	ff]d[ε	PROPN
fis-2680	83	91	(	(	PUNCT
fis-2680	83	92	11	11	NUM
fis-2680	83	93	)	)	PUNCT
fis-2680	83	94	where	where	SCONJ
fis-2680	83	95	(	(	PUNCT
fis-2680	83	96	d	d	NOUN
fis-2680	83	97	)	)	PUNCT
fis-2680	83	98	=	=	SYM
fis-2680	83	99	(	(	PUNCT
fis-2680	83	100	di	di	X
fis-2680	83	101	,	,	PUNCT
fis-2680	83	102	dj	dj	NOUN
fis-2680	83	103	,	,	PUNCT
fis-2680	83	104	ds	ds	PROPN
fis-2680	83	105	)	)	PUNCT
fis-2680	83	106	is	be	AUX
fis-2680	83	107	the	the	DET
fis-2680	83	108	set	set	NOUN
fis-2680	83	109	of	of	ADP
fis-2680	83	110	the	the	DET
fis-2680	83	111	damage	damage	NOUN
fis-2680	83	112	variables	variable	NOUN
fis-2680	83	113	.	.	PUNCT
fis-2680	84	1	for	for	ADP
fis-2680	84	2	a	a	DET
fis-2680	84	3	proper	proper	ADJ
fis-2680	84	4	definition	definition	NOUN
fis-2680	84	5	,	,	PUNCT
fis-2680	84	6	the	the	DET
fis-2680	84	7	model	model	NOUN
fis-2680	84	8	must	must	AUX
fis-2680	84	9	be	be	AUX
fis-2680	84	10	thermodynamically	thermodynamically	ADV
fis-2680	84	11	admissible	admissible	ADJ
fis-2680	84	12	.	.	PUNCT
fis-2680	85	1	this	this	DET
fis-2680	85	2	condition	condition	NOUN
fis-2680	85	3	is	be	AUX
fis-2680	85	4	achieved	achieve	VERB
fis-2680	85	5	through	through	ADP
fis-2680	85	6	clausiusduhem	clausiusduhem	NOUN
fis-2680	85	7	inequality	inequality	NOUN
fis-2680	85	8	,	,	PUNCT
fis-2680	85	9	which	which	PRON
fis-2680	85	10	is	be	AUX
fis-2680	85	11	also	also	ADV
fis-2680	85	12	called	call	VERB
fis-2680	85	13	as	as	ADP
fis-2680	85	14	non	non	ADJ
fis-2680	85	15	-	-	ADJ
fis-2680	85	16	negative	negative	ADJ
fis-2680	85	17	dissipation	dissipation	NOUN
fis-2680	85	18	.	.	PUNCT
fis-2680	86	1	thus	thus	ADV
fis-2680	86	2	,	,	PUNCT
fis-2680	86	3	considering	consider	VERB
fis-2680	86	4	that	that	SCONJ
fis-2680	86	5	the	the	DET
fis-2680	86	6	process	process	NOUN
fis-2680	86	7	is	be	AUX
fis-2680	86	8	isothermal	isothermal	ADJ
fis-2680	86	9	,	,	PUNCT
fis-2680	86	10	such	such	ADJ
fis-2680	86	11	inequality	inequality	NOUN
fis-2680	86	12	is	be	AUX
fis-2680	86	13	expressed	express	VERB
fis-2680	86	14	as	as	ADP
fis-2680	86	15	:	:	PUNCT
fis-2680	86	16			PROPN
fis-2680	86	17			PROPN
fis-2680	86	18			PROPN
fis-2680	86	19			PROPN
fis-2680	86	20	0	0	NUM
fis-2680	86	21	φm	φm	PROPN
fis-2680	86	22	t	t	PROPN
fis-2680	86	23	(	(	PUNCT
fis-2680	86	24	12	12	NUM
fis-2680	86	25	)	)	PUNCT
fis-2680	86	26	where	where	SCONJ
fis-2680	86	27	the	the	DET
fis-2680	86	28	first	first	ADJ
fis-2680	86	29	term	term	NOUN
fis-2680	86	30	is	be	AUX
fis-2680	86	31	the	the	DET
fis-2680	86	32	variation	variation	NOUN
fis-2680	86	33	of	of	ADP
fis-2680	86	34	the	the	DET
fis-2680	86	35	internal	internal	ADJ
fis-2680	86	36	energy	energy	NOUN
fis-2680	86	37	involved	involve	VERB
fis-2680	86	38	in	in	ADP
fis-2680	86	39	the	the	DET
fis-2680	86	40	process	process	NOUN
fis-2680	86	41	and	and	CCONJ
fis-2680	86	42	the	the	DET
fis-2680	86	43	second	second	ADJ
fis-2680	86	44	one	one	NOUN
fis-2680	86	45	is	be	AUX
fis-2680	86	46	the	the	DET
fis-2680	86	47	variation	variation	NOUN
fis-2680	86	48	of	of	ADP
fis-2680	86	49	the	the	DET
fis-2680	86	50	thermodynamic	thermodynamic	ADJ
fis-2680	86	51	potential	potential	NOUN
fis-2680	86	52	.	.	PUNCT
fis-2680	87	1	assuming	assume	VERB
fis-2680	87	2	that	that	SCONJ
fis-2680	87	3	the	the	DET
fis-2680	87	4	total	total	ADJ
fis-2680	87	5	thermodynamic	thermodynamic	ADJ
fis-2680	87	6	potential	potential	NOUN
fis-2680	87	7	can	can	AUX
fis-2680	87	8	be	be	AUX
fis-2680	87	9	linearized	linearize	VERB
fis-2680	87	10	around	around	ADP
fis-2680	87	11	the	the	DET
fis-2680	87	12	current	current	ADJ
fis-2680	87	13	values	value	NOUN
fis-2680	87	14	of	of	ADP
fis-2680	87	15	the	the	DET
fis-2680	87	16	state	state	NOUN
fis-2680	87	17	variables	variable	NOUN
fis-2680	87	18	,	,	PUNCT
fis-2680	87	19	then	then	ADV
fis-2680	87	20	:	:	PUNCT
fis-2680	87	21			PROPN
fis-2680	87	22			PROPN
fis-2680	87	23			PROPN
fis-2680	87	24			PROPN
fis-2680	87	25			PROPN
fis-2680	87	26			PROPN
fis-2680	87	27			PROPN
fis-2680	87	28			PROPN
fis-2680	87	29			PROPN
fis-2680	87	30			PROPN
fis-2680	87	31			PROPN
fis-2680	87	32			PROPN
fis-2680	87	33			PROPN
fis-2680	87	34			PROPN
fis-2680	87	35			PROPN
fis-2680	87	36	d	d	PROPN
fis-2680	87	37	d	d	PROPN
fis-2680	87	38	γ	γ	PROPN
fis-2680	87	39	γ	γ	PROPN
fis-2680	87	40	φ	φ	PROPN
fis-2680	87	41	φ	φ	PROPN
fis-2680	87	42	φ	φ	PROPN
fis-2680	87	43	φ	φ	PROPN
fis-2680	87	44			PROPN
fis-2680	87	45	t	t	PROPN
fis-2680	87	46	p	p	X
fis-2680	87	47	t	t	PROPN
fis-2680	88	1	p	p	X
fis-2680	88	2	p	p	PROPN
fis-2680	88	3	t	t	PROPN
fis-2680	88	4	p	p	NOUN
fis-2680	88	5	t	t	PROPN
fis-2680	89	1			NUM
fis-2680	89	2			INTJ
fis-2680	90	1			PROPN
fis-2680	90	2			PROPN
fis-2680	90	3			NUM
fis-2680	90	4			ADP
fis-2680	90	5			PROPN
fis-2680	90	6			PROPN
fis-2680	90	7			PART
fis-2680	90	8			PROPN
fis-2680	91	1			PROPN
fis-2680	92	1			PROPN
fis-2680	92	2			PROPN
fis-2680	92	3			NUM
fis-2680	92	4			ADP
fis-2680	92	5			PROPN
fis-2680	92	6			PROPN
fis-2680	92	7			PART
fis-2680	92	8			PROPN
fis-2680	93	1			PROPN
fis-2680	94	1			PROPN
fis-2680	94	2			PROPN
fis-2680	94	3			NUM
fis-2680	94	4			ADP
fis-2680	94	5			PROPN
fis-2680	94	6			PROPN
fis-2680	94	7			PART
fis-2680	94	8			PROPN
fis-2680	95	1			PROPN
fis-2680	96	1			PROPN
fis-2680	96	2			PROPN
fis-2680	96	3			NUM
fis-2680	96	4			ADP
fis-2680	96	5			ADJ
fis-2680	96	6			PROPN
fis-2680	96	7			PROPN
fis-2680	96	8			NOUN
fis-2680	96	9	(	(	PUNCT
fis-2680	96	10	13	13	NUM
fis-2680	96	11	)	)	PUNCT
fis-2680	96	12	therefore	therefore	ADV
fis-2680	96	13	,	,	PUNCT
fis-2680	96	14	the	the	DET
fis-2680	96	15	clausius	clausius	NOUN
fis-2680	96	16	-	-	PUNCT
fis-2680	96	17	duhem	duhem	NOUN
fis-2680	96	18	inequality	inequality	NOUN
fis-2680	96	19	is	be	AUX
fis-2680	96	20	rewritten	rewrite	VERB
fis-2680	96	21	as	as	ADP
fis-2680	96	22	:	:	PUNCT
fis-2680	96	23	m.	m.	PROPN
fis-2680	96	24	c.	c.	PROPN
fis-2680	96	25	oliveira	oliveira	PROPN
fis-2680	96	26	et	et	PROPN
fis-2680	96	27	alii	alii	PROPN
fis-2680	96	28	,	,	PUNCT
fis-2680	96	29	frattura	frattura	PROPN
fis-2680	96	30	ed	ed	PROPN
fis-2680	96	31	integrità	integrità	PROPN
fis-2680	96	32	strutturale	strutturale	PROPN
fis-2680	96	33	,	,	PUNCT
fis-2680	96	34	53	53	NUM
fis-2680	96	35	(	(	PUNCT
fis-2680	96	36	2020	2020	NUM
fis-2680	96	37	)	)	PUNCT
fis-2680	96	38	13	13	NUM
fis-2680	96	39	-	-	SYM
fis-2680	96	40	25	25	NUM
fis-2680	96	41	;	;	PUNCT
fis-2680	96	42	doi	doi	NOUN
fis-2680	96	43	:	:	PUNCT
fis-2680	96	44	10.3221	10.3221	NUM
fis-2680	96	45	/	/	SYM
fis-2680	96	46	igf	igf	PROPN
fis-2680	96	47	-	-	PROPN
fis-2680	96	48	esis.53.02	esis.53.02	PROPN
fis-2680	96	49	17	17	NUM
fis-2680	96	50			PROPN
fis-2680	96	51			PROPN
fis-2680	96	52			PROPN
fis-2680	96	53			PROPN
fis-2680	96	54			PROPN
fis-2680	96	55			PROPN
fis-2680	96	56			PROPN
fis-2680	96	57			PROPN
fis-2680	96	58			PROPN
fis-2680	96	59			PROPN
fis-2680	96	60			PROPN
fis-2680	96	61			PROPN
fis-2680	96	62			PROPN
fis-2680	96	63			PROPN
fis-2680	96	64			PROPN
fis-2680	96	65			PROPN
fis-2680	96	66			PROPN
fis-2680	96	67			PROPN
fis-2680	96	68	0	0	NUM
fis-2680	97	1			ADV
fis-2680	97	2			INTJ
fis-2680	98	1			PROPN
fis-2680	98	2			PROPN
fis-2680	98	3			NUM
fis-2680	98	4			ADP
fis-2680	99	1			ADJ
fis-2680	99	2			ADJ
fis-2680	99	3			VERB
fis-2680	99	4			PROPN
fis-2680	100	1			PROPN
fis-2680	101	1			PROPN
fis-2680	101	2			PROPN
fis-2680	101	3			NUM
fis-2680	101	4			ADP
fis-2680	102	1			ADJ
fis-2680	102	2			ADJ
fis-2680	102	3			VERB
fis-2680	102	4			PROPN
fis-2680	103	1			PROPN
fis-2680	104	1			PROPN
fis-2680	104	2			PROPN
fis-2680	104	3			NUM
fis-2680	104	4			ADP
fis-2680	104	5			ADJ
fis-2680	104	6			PROPN
fis-2680	104	7			PROPN
fis-2680	104	8			PROPN
fis-2680	104	9			PROPN
fis-2680	104	10			NOUN
fis-2680	105	1			PROPN
fis-2680	105	2			PROPN
fis-2680	105	3			PROPN
fis-2680	106	1			PROPN
fis-2680	106	2			NOUN
fis-2680	107	1			NOUN
fis-2680	107	2			INTJ
fis-2680	108	1			PROPN
fis-2680	108	2			PROPN
fis-2680	108	3			NUM
fis-2680	108	4			ADP
fis-2680	108	5			ADJ
fis-2680	108	6			ADJ
fis-2680	108	7			PROPN
fis-2680	108	8	d	d	PROPN
fis-2680	108	9	d	d	X
fis-2680	108	10	γ	γ	PROPN
fis-2680	108	11	γ	γ	PROPN
fis-2680	108	12	φ	φ	PROPN
fis-2680	108	13	φ	φ	PROPN
fis-2680	108	14	φ	φ	PROPN
fis-2680	108	15	φ	φ	PROPN
fis-2680	108	16	m	m	PROPN
fis-2680	108	17			PROPN
fis-2680	108	18	t	t	PROPN
fis-2680	108	19	p	p	X
fis-2680	108	20	t	t	PROPN
fis-2680	108	21	p	p	X
fis-2680	108	22	p	p	PROPN
fis-2680	108	23	t	t	PROPN
fis-2680	108	24	p	p	PROPN
fis-2680	108	25	t	t	PROPN
fis-2680	108	26	t	t	NOUN
fis-2680	108	27			NOUN
fis-2680	108	28	(	(	PUNCT
fis-2680	108	29	14	14	NUM
fis-2680	108	30	)	)	PUNCT
fis-2680	108	31	eqn	eqn	NOUN
fis-2680	108	32	.	.	PUNCT
fis-2680	109	1	(	(	PUNCT
fis-2680	109	2	14	14	NUM
fis-2680	109	3	)	)	PUNCT
fis-2680	109	4	must	must	AUX
fis-2680	109	5	be	be	AUX
fis-2680	109	6	obeyed	obey	VERB
fis-2680	109	7	in	in	ADP
fis-2680	109	8	any	any	DET
fis-2680	109	9	thermodynamic	thermodynamic	ADJ
fis-2680	109	10	process	process	NOUN
fis-2680	109	11	,	,	PUNCT
fis-2680	109	12	including	include	VERB
fis-2680	109	13	one	one	NUM
fis-2680	109	14	that	that	PRON
fis-2680	109	15	is	be	AUX
fis-2680	109	16	fully	fully	ADV
fis-2680	109	17	reversible	reversible	ADJ
fis-2680	109	18	,	,	PUNCT
fis-2680	109	19	where	where	SCONJ
fis-2680	109	20	the	the	DET
fis-2680	109	21	inelastic	inelastic	ADJ
fis-2680	109	22	effects	effect	NOUN
fis-2680	109	23	are	be	AUX
fis-2680	109	24	null	null	ADJ
fis-2680	109	25	.	.	PUNCT
fis-2680	110	1	this	this	PRON
fis-2680	110	2	can	can	AUX
fis-2680	110	3	be	be	AUX
fis-2680	110	4	observed	observe	VERB
fis-2680	110	5	since	since	SCONJ
fis-2680	110	6	the	the	DET
fis-2680	110	7	derivation	derivation	NOUN
fis-2680	110	8	of	of	ADP
fis-2680	110	9	the	the	DET
fis-2680	110	10	total	total	ADJ
fis-2680	110	11	thermodynamic	thermodynamic	ADJ
fis-2680	110	12	potential	potential	NOUN
fis-2680	110	13	in	in	ADP
fis-2680	110	14	relation	relation	NOUN
fis-2680	110	15	to	to	ADP
fis-2680	110	16	the	the	DET
fis-2680	110	17	total	total	ADJ
fis-2680	110	18	generalised	generalise	VERB
fis-2680	110	19	deformations	deformation	NOUN
fis-2680	110	20	results	result	NOUN
fis-2680	110	21	in	in	ADP
fis-2680	110	22	the	the	DET
fis-2680	110	23	generalised	generalise	VERB
fis-2680	110	24	stress	stress	NOUN
fis-2680	110	25	matrix	matrix	NOUN
fis-2680	110	26	,	,	PUNCT
fis-2680	110	27	according	accord	VERB
fis-2680	110	28	to	to	ADP
fis-2680	110	29	the	the	DET
fis-2680	110	30	following	follow	VERB
fis-2680	110	31	expression	expression	NOUN
fis-2680	110	32	:	:	PUNCT
fis-2680	111	1			PROPN
fis-2680	111	2			PROPN
fis-2680	111	3			NOUN
fis-2680	111	4			NOUN
fis-2680	111	5			NOUN
fis-2680	111	6			PROPN
fis-2680	111	7			PROPN
fis-2680	111	8	mγφφdε	mγφφdε	NOUN
fis-2680	111	9	φ	φ	NOUN
fis-2680	111	10			VERB
fis-2680	111	11			X
fis-2680	111	12			PROPN
fis-2680	112	1			X
fis-2680	112	2			PROPN
fis-2680	112	3			NUM
fis-2680	112	4			ADP
fis-2680	112	5			ADJ
fis-2680	112	6			ADJ
fis-2680	112	7	pp	pp	NOUN
fis-2680	112	8	(	(	PUNCT
fis-2680	112	9	15	15	NUM
fis-2680	112	10	)	)	PUNCT
fis-2680	112	11	the	the	DET
fis-2680	112	12	other	other	ADJ
fis-2680	112	13	differential	differential	ADJ
fis-2680	112	14	relations	relation	NOUN
fis-2680	112	15	of	of	ADP
fis-2680	112	16	thermodynamic	thermodynamic	ADJ
fis-2680	112	17	potential	potential	NOUN
fis-2680	112	18	in	in	ADP
fis-2680	112	19	relation	relation	NOUN
fis-2680	112	20	to	to	ADP
fis-2680	112	21	state	state	NOUN
fis-2680	112	22	variables	variable	NOUN
fis-2680	112	23	are	be	AUX
fis-2680	112	24	given	give	VERB
fis-2680	112	25	by	by	ADP
fis-2680	112	26	the	the	DET
fis-2680	112	27	following	follow	VERB
fis-2680	112	28	expressions	expression	NOUN
fis-2680	112	29	:	:	PUNCT
fis-2680	112	30			PROPN
fis-2680	112	31			PROPN
fis-2680	112	32			NOUN
fis-2680	112	33			NOUN
fis-2680	112	34			NOUN
fis-2680	112	35			PROPN
fis-2680	112	36			PROPN
fis-2680	112	37	mγφφdε	mγφφdε	PROPN
fis-2680	112	38	φ	φ	X
fis-2680	112	39			NOUN
fis-2680	112	40			PROPN
fis-2680	112	41			PROPN
fis-2680	112	42			PROPN
fis-2680	113	1			PROPN
fis-2680	113	2			NUM
fis-2680	114	1			ADP
fis-2680	114	2			PROPN
fis-2680	114	3			PROPN
fis-2680	114	4	pp	pp	PROPN
fis-2680	114	5	p	p	PROPN
fis-2680	114	6			NOUN
fis-2680	114	7	(	(	PUNCT
fis-2680	114	8	16	16	NUM
fis-2680	114	9	)	)	PUNCT
fis-2680	114	10			PROPN
fis-2680	114	11			PROPN
fis-2680	114	12			NOUN
fis-2680	114	13			NOUN
fis-2680	115	1			NOUN
fis-2680	115	2			PROPN
fis-2680	115	3			PROPN
fis-2680	115	4	mγφφdε	mγφφdε	NOUN
fis-2680	115	5	γ	γ	X
fis-2680	115	6			NOUN
fis-2680	115	7			PROPN
fis-2680	115	8			PROPN
fis-2680	115	9			PROPN
fis-2680	115	10			PROPN
fis-2680	115	11			NUM
fis-2680	115	12			ADP
fis-2680	115	13			PROPN
fis-2680	115	14			PROPN
fis-2680	115	15	pp	pp	PROPN
fis-2680	115	16	p	p	PROPN
fis-2680	115	17			NOUN
fis-2680	115	18	(	(	PUNCT
fis-2680	115	19	17	17	NUM
fis-2680	115	20	)	)	PUNCT
fis-2680	115	21			PROPN
fis-2680	115	22			PROPN
fis-2680	115	23			NOUN
fis-2680	115	24			SYM
fis-2680	115	25			NOUN
fis-2680	116	1			SYM
fis-2680	116	2			NOUN
fis-2680	116	3			SYM
fis-2680	116	4			NOUN
fis-2680	116	5			PUNCT
fis-2680	116	6			PROPN
fis-2680	116	7	y	y	NOUN
fis-2680	116	8	d	d	NOUN
fis-2680	116	9			NOUN
fis-2680	116	10			NUM
fis-2680	116	11			X
fis-2680	116	12			NUM
fis-2680	116	13			NOUN
fis-2680	116	14			PROPN
fis-2680	116	15			NUM
fis-2680	116	16			PROPN
fis-2680	116	17			NUM
fis-2680	116	18			NUM
fis-2680	116	19			ADV
fis-2680	116	20			VERB
fis-2680	116	21			PROPN
fis-2680	116	22			NOUN
fis-2680	116	23			NUM
fis-2680	116	24			NUM
fis-2680	116	25			NUM
fis-2680	116	26			NUM
fis-2680	116	27			NUM
fis-2680	116	28			NOUN
fis-2680	116	29			NUM
fis-2680	116	30			NOUN
fis-2680	116	31			NUM
fis-2680	116	32			NOUN
fis-2680	116	33			PROPN
fis-2680	117	1			NUM
fis-2680	117	2			NUM
fis-2680	117	3			NUM
fis-2680	117	4			NUM
fis-2680	117	5			NUM
fis-2680	117	6			NUM
fis-2680	117	7			NUM
fis-2680	117	8			NUM
fis-2680	117	9			NUM
fis-2680	117	10			ADV
fis-2680	117	11			VERB
fis-2680	117	12			VERB
fis-2680	117	13			PROPN
fis-2680	117	14			PROPN
fis-2680	117	15			PROPN
fis-2680	117	16			PROPN
fis-2680	117	17			NOUN
fis-2680	118	1			PRON
fis-2680	118	2			X
fis-2680	118	3			INTJ
fis-2680	119	1			PROPN
fis-2680	119	2			PROPN
fis-2680	119	3			NUM
fis-2680	119	4			ADP
fis-2680	119	5			PROPN
fis-2680	119	6			PROPN
fis-2680	119	7	s	s	PART
fis-2680	120	1	j	j	PROPN
fis-2680	121	1	i	i	PRON
fis-2680	121	2	s	s	VERB
fis-2680	121	3	ji	ji	PROPN
fis-2680	122	1	j	j	PROPN
fis-2680	122	2	j	j	PROPN
fis-2680	123	1	i	i	PRON
fis-2680	123	2	i	i	VERB
fis-2680	123	3	y	y	VERB
fis-2680	123	4	y	y	VERB
fis-2680	123	5	y	y	PROPN
fis-2680	123	6	dlga	dlga	VERB
fis-2680	123	7	mm	mm	PROPN
fis-2680	123	8	dei	dei	PROPN
fis-2680	123	9	lm	lm	INTJ
fis-2680	123	10	dei	dei	PROPN
fis-2680	123	11	lm	lm	INTJ
fis-2680	123	12	2	2	NUM
fis-2680	123	13	2	2	NUM
fis-2680	123	14	2	2	NUM
fis-2680	123	15	2	2	NUM
fis-2680	123	16	2	2	NUM
fis-2680	123	17	2	2	NUM
fis-2680	123	18	12	12	NUM
fis-2680	123	19	16	16	NUM
fis-2680	123	20	16	16	NUM
fis-2680	123	21			NOUN
fis-2680	123	22	(	(	PUNCT
fis-2680	123	23	18	18	NUM
fis-2680	123	24	)	)	PUNCT
fis-2680	123	25	it	it	PRON
fis-2680	123	26	is	be	AUX
fis-2680	123	27	observed	observe	VERB
fis-2680	123	28	that	that	SCONJ
fis-2680	123	29	{	{	PUNCT
fis-2680	123	30	m	m	NOUN
fis-2680	123	31	}	}	PUNCT
fis-2680	123	32	,	,	PUNCT
fis-2680	123	33	–	–	PUNCT
fis-2680	123	34	{	{	PUNCT
fis-2680	123	35	m	m	NOUN
fis-2680	123	36	}	}	PUNCT
fis-2680	123	37	,	,	PUNCT
fis-2680	123	38	–	–	PUNCT
fis-2680	123	39	{	{	PUNCT
fis-2680	123	40	m	m	NOUN
fis-2680	123	41	}	}	PUNCT
fis-2680	123	42	and	and	CCONJ
fis-2680	123	43	{	{	PUNCT
fis-2680	123	44	y	y	NOUN
fis-2680	123	45	}	}	PUNCT
fis-2680	123	46	are	be	AUX
fis-2680	123	47	the	the	DET
fis-2680	123	48	thermodynamics	thermodynamic	NOUN
fis-2680	123	49	variables	variable	NOUN
fis-2680	123	50	associated	associate	VERB
fis-2680	123	51	with	with	ADP
fis-2680	123	52	{	{	PUNCT
fis-2680	123	53			NOUN
fis-2680	123	54	}	}	PUNCT
fis-2680	123	55	,	,	PUNCT
fis-2680	123	56	{	{	PUNCT
fis-2680	123	57			PROPN
fis-2680	123	58	p	p	NOUN
fis-2680	123	59	}	}	PUNCT
fis-2680	123	60	,	,	PUNCT
fis-2680	123	61	{	{	PUNCT
fis-2680	123	62			NUM
fis-2680	123	63	p	p	X
fis-2680	123	64	}	}	PUNCT
fis-2680	123	65	and	and	CCONJ
fis-2680	123	66	{	{	PUNCT
fis-2680	123	67	d	d	NOUN
fis-2680	123	68	}	}	PUNCT
fis-2680	123	69	,	,	PUNCT
fis-2680	123	70	respectively	respectively	ADV
fis-2680	123	71	,	,	PUNCT
fis-2680	123	72	being	be	AUX
fis-2680	123	73	yi	yi	NOUN
fis-2680	123	74	and	and	CCONJ
fis-2680	123	75	yj	yj	VERB
fis-2680	123	76	the	the	DET
fis-2680	123	77	damage	damage	NOUN
fis-2680	123	78	driving	drive	VERB
fis-2680	123	79	moments	moment	NOUN
fis-2680	123	80	of	of	ADP
fis-2680	123	81	the	the	DET
fis-2680	123	82	hinges	hinge	NOUN
fis-2680	123	83	i	i	PRON
fis-2680	123	84	and	and	CCONJ
fis-2680	123	85	j	j	PROPN
fis-2680	123	86	,	,	PUNCT
fis-2680	123	87	and	and	CCONJ
fis-2680	123	88	ys	ys	VERB
fis-2680	123	89	the	the	DET
fis-2680	123	90	damage	damage	NOUN
fis-2680	123	91	driving	drive	VERB
fis-2680	123	92	moment	moment	NOUN
fis-2680	123	93	of	of	ADP
fis-2680	123	94	the	the	DET
fis-2680	123	95	shear	shear	NOUN
fis-2680	123	96	cracking	crack	VERB
fis-2680	123	97	along	along	ADP
fis-2680	123	98	the	the	DET
fis-2680	123	99	beam	beam	NOUN
fis-2680	124	1	[	[	X
fis-2680	124	2	4	4	NUM
fis-2680	124	3	]	]	PUNCT
fis-2680	124	4	.	.	PUNCT
fis-2680	125	1	therefore	therefore	ADV
fis-2680	125	2	,	,	PUNCT
fis-2680	125	3	by	by	ADP
fis-2680	125	4	substituting	substitute	VERB
fis-2680	125	5	the	the	DET
fis-2680	125	6	expressions	expression	NOUN
fis-2680	125	7	(	(	PUNCT
fis-2680	125	8	15	15	NUM
fis-2680	125	9	-	-	SYM
fis-2680	125	10	18	18	NUM
fis-2680	125	11	)	)	PUNCT
fis-2680	125	12	in	in	ADP
fis-2680	125	13	the	the	DET
fis-2680	125	14	inequality	inequality	NOUN
fis-2680	125	15	(	(	PUNCT
fis-2680	125	16	14	14	NUM
fis-2680	125	17	)	)	PUNCT
fis-2680	125	18	and	and	CCONJ
fis-2680	125	19	assuming	assume	VERB
fis-2680	125	20	the	the	DET
fis-2680	125	21	predominance	predominance	NOUN
fis-2680	125	22	of	of	ADP
fis-2680	125	23	shear	shear	NOUN
fis-2680	125	24	effects	effect	NOUN
fis-2680	125	25	,	,	PUNCT
fis-2680	125	26	then	then	ADV
fis-2680	125	27	:	:	PUNCT
fis-2680	125	28			PROPN
fis-2680	125	29			PROPN
fis-2680	125	30			PROPN
fis-2680	125	31			PROPN
fis-2680	125	32	0	0	NUM
fis-2680	125	33	ss	ss	PROPN
fis-2680	125	34	pt	pt	PROPN
fis-2680	125	35	dy	dy	NOUN
fis-2680	125	36	γm	γm	PROPN
fis-2680	125	37	(	(	PUNCT
fis-2680	125	38	19	19	NUM
fis-2680	125	39	)	)	PUNCT
fis-2680	125	40	the	the	DET
fis-2680	125	41	inequality	inequality	NOUN
fis-2680	125	42	(	(	PUNCT
fis-2680	125	43	19	19	NUM
fis-2680	125	44	)	)	PUNCT
fis-2680	125	45	must	must	AUX
fis-2680	125	46	be	be	AUX
fis-2680	125	47	obeyed	obey	VERB
fis-2680	125	48	throughout	throughout	ADP
fis-2680	125	49	the	the	DET
fis-2680	125	50	structural	structural	ADJ
fis-2680	125	51	analysis	analysis	NOUN
fis-2680	125	52	.	.	PUNCT
fis-2680	126	1	therefore	therefore	ADV
fis-2680	126	2	,	,	PUNCT
fis-2680	126	3	the	the	DET
fis-2680	126	4	positivity	positivity	NOUN
fis-2680	126	5	of	of	ADP
fis-2680	126	6	each	each	DET
fis-2680	126	7	term	term	NOUN
fis-2680	126	8	must	must	AUX
fis-2680	126	9	be	be	AUX
fis-2680	126	10	ensured	ensure	VERB
fis-2680	126	11	separately	separately	ADV
fis-2680	126	12	,	,	PUNCT
fis-2680	126	13	since	since	SCONJ
fis-2680	126	14	both	both	DET
fis-2680	126	15	inelastic	inelastic	ADJ
fis-2680	126	16	phenomena	phenomenon	NOUN
fis-2680	126	17	(	(	PUNCT
fis-2680	126	18	plastic	plastic	NOUN
fis-2680	126	19	deformations	deformation	NOUN
fis-2680	126	20	and	and	CCONJ
fis-2680	126	21	damage	damage	NOUN
fis-2680	126	22	)	)	PUNCT
fis-2680	126	23	can	can	AUX
fis-2680	126	24	occur	occur	VERB
fis-2680	126	25	non	non	ADJ
fis-2680	126	26	-	-	ADJ
fis-2680	126	27	simultaneously	simultaneously	ADV
fis-2680	126	28	(	(	PUNCT
fis-2680	126	29	considering	consider	VERB
fis-2680	126	30	any	any	DET
fis-2680	126	31	application	application	NOUN
fis-2680	126	32	,	,	PUNCT
fis-2680	126	33	not	not	PART
fis-2680	126	34	only	only	ADV
fis-2680	126	35	for	for	ADP
fis-2680	126	36	rc	rc	PROPN
fis-2680	126	37	beams	beam	NOUN
fis-2680	126	38	)	)	PUNCT
fis-2680	126	39	.	.	PUNCT
fis-2680	127	1	in	in	ADP
fis-2680	127	2	the	the	DET
fis-2680	127	3	first	first	ADJ
fis-2680	127	4	term	term	NOUN
fis-2680	127	5	of	of	ADP
fis-2680	127	6	(	(	PUNCT
fis-2680	127	7	19	19	NUM
fis-2680	127	8	)	)	PUNCT
fis-2680	127	9	it	it	PRON
fis-2680	127	10	is	be	AUX
fis-2680	127	11	noted	note	VERB
fis-2680	127	12	that	that	SCONJ
fis-2680	127	13	the	the	DET
fis-2680	127	14	internal	internal	ADJ
fis-2680	127	15	stress	stress	NOUN
fis-2680	127	16	present	present	ADJ
fis-2680	127	17	in	in	ADP
fis-2680	127	18	the	the	DET
fis-2680	127	19	matrix	matrix	NOUN
fis-2680	127	20	{	{	PUNCT
fis-2680	127	21	m	m	AUX
fis-2680	127	22	}	}	PUNCT
fis-2680	127	23	always	always	ADV
fis-2680	127	24	have	have	VERB
fis-2680	127	25	the	the	DET
fis-2680	127	26	same	same	ADJ
fis-2680	127	27	signs	sign	NOUN
fis-2680	127	28	of	of	ADP
fis-2680	127	29	the	the	DET
fis-2680	127	30	generalised	generalise	VERB
fis-2680	127	31	plastic	plastic	NOUN
fis-2680	127	32	distortion	distortion	NOUN
fis-2680	127	33	rate	rate	NOUN
fis-2680	127	34	,	,	PUNCT
fis-2680	127	35	therefore	therefore	ADV
fis-2680	127	36	,	,	PUNCT
fis-2680	127	37	the	the	DET
fis-2680	127	38	positivity	positivity	NOUN
fis-2680	127	39	of	of	ADP
fis-2680	127	40	the	the	DET
fis-2680	127	41	first	first	ADJ
fis-2680	127	42	term	term	NOUN
fis-2680	127	43	is	be	AUX
fis-2680	127	44	verified	verify	VERB
fis-2680	127	45	.	.	PUNCT
fis-2680	128	1	since	since	SCONJ
fis-2680	128	2	the	the	DET
fis-2680	128	3	physical	physical	ADJ
fis-2680	128	4	and	and	CCONJ
fis-2680	128	5	geometric	geometric	ADJ
fis-2680	128	6	properties	property	NOUN
fis-2680	128	7	of	of	ADP
fis-2680	128	8	the	the	DET
fis-2680	128	9	structural	structural	ADJ
fis-2680	128	10	element	element	NOUN
fis-2680	128	11	under	under	ADP
fis-2680	128	12	analysis	analysis	NOUN
fis-2680	128	13	,	,	PUNCT
fis-2680	128	14	as	as	ADV
fis-2680	128	15	well	well	ADV
fis-2680	128	16	as	as	ADP
fis-2680	128	17	the	the	DET
fis-2680	128	18	damage	damage	NOUN
fis-2680	128	19	variable	variable	NOUN
fis-2680	128	20	,	,	PUNCT
fis-2680	128	21	are	be	AUX
fis-2680	128	22	always	always	ADV
fis-2680	128	23	positive	positive	ADJ
fis-2680	128	24	,	,	PUNCT
fis-2680	128	25	then	then	ADV
fis-2680	128	26	the	the	DET
fis-2680	128	27	positivity	positivity	NOUN
fis-2680	128	28	of	of	ADP
fis-2680	128	29	the	the	DET
fis-2680	128	30	second	second	ADJ
fis-2680	128	31	term	term	NOUN
fis-2680	128	32	is	be	AUX
fis-2680	128	33	achieved	achieve	VERB
fis-2680	128	34	.	.	PUNCT
fis-2680	129	1	proposed	propose	VERB
fis-2680	129	2	modelling	modelling	NOUN
fis-2680	129	3	of	of	ADP
fis-2680	129	4	impact	impact	NOUN
fis-2680	129	5	problems	problem	NOUN
fis-2680	129	6	n	n	PRON
fis-2680	129	7	order	order	NOUN
fis-2680	129	8	to	to	PART
fis-2680	129	9	analyse	analyse	VERB
fis-2680	129	10	the	the	DET
fis-2680	129	11	nonlinear	nonlinear	ADJ
fis-2680	129	12	response	response	NOUN
fis-2680	129	13	of	of	ADP
fis-2680	129	14	simply	simply	ADV
fis-2680	129	15	supported	support	VERB
fis-2680	129	16	beams	beam	NOUN
fis-2680	129	17	under	under	ADP
fis-2680	129	18	impact	impact	NOUN
fis-2680	129	19	loads	load	NOUN
fis-2680	129	20	,	,	PUNCT
fis-2680	129	21	fujikake	fujikake	NOUN
fis-2680	129	22	et	et	NOUN
fis-2680	129	23	al	al	PROPN
fis-2680	129	24	.	.	PUNCT
fis-2680	130	1	[	[	X
fis-2680	130	2	17	17	NUM
fis-2680	130	3	]	]	PUNCT
fis-2680	130	4	performed	perform	VERB
fis-2680	130	5	experiments	experiment	NOUN
fis-2680	130	6	in	in	ADP
fis-2680	130	7	which	which	PRON
fis-2680	130	8	a	a	DET
fis-2680	130	9	known	know	VERB
fis-2680	130	10	mass	mass	NOUN
fis-2680	130	11	body	body	NOUN
fis-2680	130	12	(	(	PUNCT
fis-2680	130	13	hammer	hammer	NOUN
fis-2680	130	14	)	)	PUNCT
fis-2680	130	15	is	be	AUX
fis-2680	130	16	released	release	VERB
fis-2680	130	17	from	from	ADP
fis-2680	130	18	four	four	NUM
fis-2680	130	19	different	different	ADJ
fis-2680	130	20	heights	height	NOUN
fis-2680	130	21	.	.	PUNCT
fis-2680	131	1	with	with	ADP
fis-2680	131	2	these	these	DET
fis-2680	131	3	experiments	experiment	NOUN
fis-2680	131	4	,	,	PUNCT
fis-2680	131	5	an	an	DET
fis-2680	131	6	analytical	analytical	ADJ
fis-2680	131	7	model	model	NOUN
fis-2680	131	8	based	base	VERB
fis-2680	131	9	on	on	ADP
fis-2680	131	10	the	the	DET
fis-2680	131	11	energy	energy	NOUN
fis-2680	131	12	balance	balance	NOUN
fis-2680	131	13	of	of	ADP
fis-2680	131	14	a	a	DET
fis-2680	131	15	two	two	NUM
fis-2680	131	16	-	-	PUNCT
fis-2680	131	17	degree	degree	NOUN
fis-2680	131	18	-	-	PUNCT
fis-2680	131	19	of	of	ADP
fis-2680	131	20	-	-	PUNCT
fis-2680	131	21	freedom	freedom	NOUN
fis-2680	131	22	mass	mass	ADJ
fis-2680	131	23	-	-	PUNCT
fis-2680	131	24	spring	spring	NOUN
fis-2680	131	25	-	-	PUNCT
fis-2680	131	26	damping	damp	VERB
fis-2680	131	27	system	system	NOUN
fis-2680	131	28	was	be	AUX
fis-2680	131	29	i	i	PRON
fis-2680	131	30	m.	m.	PROPN
fis-2680	131	31	c.	c.	PROPN
fis-2680	131	32	oliveira	oliveira	PROPN
fis-2680	131	33	et	et	PROPN
fis-2680	131	34	alii	alii	PROPN
fis-2680	131	35	,	,	PUNCT
fis-2680	131	36	frattura	frattura	PROPN
fis-2680	131	37	ed	ed	PROPN
fis-2680	131	38	integrità	integrità	PROPN
fis-2680	131	39	strutturale	strutturale	PROPN
fis-2680	131	40	,	,	PUNCT
fis-2680	131	41	53	53	NUM
fis-2680	131	42	(	(	PUNCT
fis-2680	131	43	2020	2020	NUM
fis-2680	131	44	)	)	PUNCT
fis-2680	131	45	13	13	NUM
fis-2680	131	46	-	-	SYM
fis-2680	131	47	25	25	NUM
fis-2680	131	48	;	;	PUNCT
fis-2680	131	49	doi	doi	NOUN
fis-2680	131	50	:	:	PUNCT
fis-2680	131	51	10.3221	10.3221	NUM
fis-2680	131	52	/	/	SYM
fis-2680	131	53	igf	igf	PROPN
fis-2680	131	54	-	-	PUNCT
fis-2680	131	55	esis.53.02	esis.53.02	PROPN
fis-2680	131	56	18	18	NUM
fis-2680	131	57	presented	present	VERB
fis-2680	131	58	with	with	ADP
fis-2680	131	59	the	the	DET
fis-2680	131	60	purpose	purpose	NOUN
fis-2680	131	61	of	of	ADP
fis-2680	131	62	quantify	quantify	VERB
fis-2680	131	63	the	the	DET
fis-2680	131	64	behaviour	behaviour	NOUN
fis-2680	131	65	of	of	ADP
fis-2680	131	66	rc	rc	PROPN
fis-2680	131	67	beams	beam	NOUN
fis-2680	131	68	under	under	ADP
fis-2680	131	69	impact	impact	NOUN
fis-2680	131	70	loads	load	NOUN
fis-2680	131	71	.	.	PUNCT
fis-2680	132	1	thus	thus	ADV
fis-2680	132	2	,	,	PUNCT
fis-2680	132	3	the	the	DET
fis-2680	132	4	energy	energy	NOUN
fis-2680	132	5	dissipated	dissipate	VERB
fis-2680	132	6	(	(	PUNCT
fis-2680	132	7	ep	ep	PROPN
fis-2680	132	8	)	)	PUNCT
fis-2680	132	9	during	during	ADP
fis-2680	132	10	the	the	DET
fis-2680	132	11	impact	impact	NOUN
fis-2680	132	12	is	be	AUX
fis-2680	132	13	given	give	VERB
fis-2680	132	14	by	by	ADP
fis-2680	132	15	[	[	X
fis-2680	132	16	17	17	NUM
fis-2680	132	17	]	]	SYM
fis-2680	132	18	:	:	PUNCT
fis-2680	132	19			NOUN
fis-2680	132	20			SYM
fis-2680	132	21			NOUN
fis-2680	132	22			SYM
fis-2680	132	23			NOUN
fis-2680	132	24			PROPN
fis-2680	132	25	max21	max21	NOUN
fis-2680	132	26	2	2	NUM
fis-2680	132	27	21	21	NUM
fis-2680	132	28	21	21	NUM
fis-2680	132	29	2	2	NUM
fis-2680	132	30	2	2	NUM
fis-2680	132	31	22	22	NUM
fis-2680	132	32	gwmmv	gwmmv	NOUN
fis-2680	132	33	mm	mm	PROPN
fis-2680	132	34	mmvm	mmvm	PROPN
fis-2680	132	35	dwwpe	dwwpe	PROPN
fis-2680	132	36	p	p	PROPN
fis-2680	132	37			PROPN
fis-2680	132	38			PUNCT
fis-2680	132	39			NUM
fis-2680	132	40			X
fis-2680	133	1	(	(	PUNCT
fis-2680	133	2	20	20	NUM
fis-2680	133	3	)	)	PUNCT
fis-2680	133	4	being	be	AUX
fis-2680	133	5	m1	m1	PROPN
fis-2680	133	6	and	and	CCONJ
fis-2680	133	7	m2	m2	PROPN
fis-2680	133	8	the	the	DET
fis-2680	133	9	beam	beam	NOUN
fis-2680	133	10	and	and	CCONJ
fis-2680	133	11	hammer	hammer	NOUN
fis-2680	133	12	masses	masse	NOUN
fis-2680	133	13	respectively	respectively	ADV
fis-2680	133	14	,	,	PUNCT
fis-2680	133	15	g	g	PROPN
fis-2680	133	16	the	the	DET
fis-2680	133	17	acceleration	acceleration	NOUN
fis-2680	133	18	of	of	ADP
fis-2680	133	19	gravity	gravity	NOUN
fis-2680	133	20	,	,	PUNCT
fis-2680	133	21	wmax	wmax	VERB
fis-2680	133	22	the	the	DET
fis-2680	133	23	maximum	maximum	ADJ
fis-2680	133	24	displacement	displacement	NOUN
fis-2680	133	25	(	(	PUNCT
fis-2680	133	26	mid	mid	NOUN
fis-2680	133	27	-	-	NOUN
fis-2680	133	28	span	span	NOUN
fis-2680	133	29	)	)	PUNCT
fis-2680	133	30	,	,	PUNCT
fis-2680	133	31	and	and	CCONJ
fis-2680	133	32	v	v	ADP
fis-2680	133	33	the	the	DET
fis-2680	133	34	impact	impact	NOUN
fis-2680	133	35	velocity	velocity	NOUN
fis-2680	133	36	,	,	PUNCT
fis-2680	133	37	given	give	VERB
fis-2680	133	38	by	by	ADP
fis-2680	133	39	:	:	PUNCT
fis-2680	133	40	ghv	ghv	PROPN
fis-2680	133	41	2	2	NUM
fis-2680	133	42	(	(	PUNCT
fis-2680	133	43	21	21	NUM
fis-2680	133	44	)	)	PUNCT
fis-2680	133	45	where	where	SCONJ
fis-2680	133	46	h	h	NOUN
fis-2680	133	47	is	be	AUX
fis-2680	133	48	the	the	DET
fis-2680	133	49	drop	drop	NOUN
fis-2680	133	50	height	height	NOUN
fis-2680	133	51	.	.	PUNCT
fis-2680	134	1	it	it	PRON
fis-2680	134	2	is	be	AUX
fis-2680	134	3	worthy	worthy	ADJ
fis-2680	134	4	noted	note	VERB
fis-2680	134	5	that	that	SCONJ
fis-2680	134	6	the	the	DET
fis-2680	134	7	analytical	analytical	ADJ
fis-2680	134	8	eqn	eqn	NOUN
fis-2680	134	9	.	.	PUNCT
fis-2680	135	1	(	(	PUNCT
fis-2680	135	2	20	20	NUM
fis-2680	135	3	)	)	PUNCT
fis-2680	135	4	,	,	PUNCT
fis-2680	135	5	presented	present	VERB
fis-2680	135	6	by	by	ADP
fis-2680	135	7	fujikake	fujikake	NOUN
fis-2680	135	8	et	et	PROPN
fis-2680	135	9	al	al	PROPN
fis-2680	135	10	.	.	PUNCT
fis-2680	136	1	[	[	X
fis-2680	136	2	17	17	NUM
fis-2680	136	3	]	]	PUNCT
fis-2680	136	4	,	,	PUNCT
fis-2680	136	5	has	have	AUX
fis-2680	136	6	been	be	AUX
fis-2680	136	7	successfully	successfully	ADV
fis-2680	136	8	applied	apply	VERB
fis-2680	136	9	on	on	ADP
fis-2680	136	10	shear	shear	NOUN
fis-2680	136	11	impact	impact	NOUN
fis-2680	136	12	problems	problem	NOUN
fis-2680	136	13	in	in	ADP
fis-2680	136	14	the	the	DET
fis-2680	136	15	technical	technical	ADJ
fis-2680	136	16	literature	literature	NOUN
fis-2680	136	17	[	[	X
fis-2680	136	18	18	18	NUM
fis-2680	136	19	-	-	SYM
fis-2680	136	20	21	21	NUM
fis-2680	136	21	]	]	PUNCT
fis-2680	136	22	.	.	PUNCT
fis-2680	137	1	therewith	therewith	NOUN
fis-2680	137	2	,	,	PUNCT
fis-2680	137	3	by	by	ADP
fis-2680	137	4	equalling	equal	VERB
fis-2680	137	5	both	both	CCONJ
fis-2680	137	6	energy	energy	NOUN
fis-2680	137	7	dissipation	dissipation	NOUN
fis-2680	137	8	equations	equation	NOUN
fis-2680	137	9	,	,	PUNCT
fis-2680	137	10	i.e.	i.e.	X
fis-2680	137	11	(	(	PUNCT
fis-2680	137	12	19	19	NUM
fis-2680	137	13	)	)	PUNCT
fis-2680	137	14	and	and	CCONJ
fis-2680	137	15	(	(	PUNCT
fis-2680	137	16	20	20	NUM
fis-2680	137	17	)	)	PUNCT
fis-2680	137	18	,	,	PUNCT
fis-2680	137	19	for	for	ADP
fis-2680	137	20	a	a	DET
fis-2680	137	21	simply	simply	ADV
fis-2680	137	22	supported	support	VERB
fis-2680	137	23	beam	beam	NOUN
fis-2680	137	24	as	as	ADP
fis-2680	137	25	the	the	DET
fis-2680	137	26	one	one	NOUN
fis-2680	137	27	depicted	depict	VERB
fis-2680	137	28	in	in	ADP
fis-2680	137	29	fig	fig	NOUN
fis-2680	137	30	.	.	PUNCT
fis-2680	138	1	2	2	NUM
fis-2680	138	2	and	and	CCONJ
fis-2680	138	3	assuming	assume	VERB
fis-2680	138	4	,	,	PUNCT
fis-2680	138	5	for	for	ADP
fis-2680	138	6	the	the	DET
fis-2680	138	7	sake	sake	NOUN
fis-2680	138	8	of	of	ADP
fis-2680	138	9	simplicity	simplicity	NOUN
fis-2680	138	10	,	,	PUNCT
fis-2680	138	11	that	that	DET
fis-2680	138	12	shear	shear	NOUN
fis-2680	138	13	damage	damage	NOUN
fis-2680	138	14	and	and	CCONJ
fis-2680	138	15	plastic	plastic	ADJ
fis-2680	138	16	distortion	distortion	NOUN
fis-2680	138	17	after	after	ADP
fis-2680	138	18	impact	impact	NOUN
fis-2680	138	19	are	be	AUX
fis-2680	138	20	characterised	characterise	VERB
fis-2680	138	21	by	by	ADP
fis-2680	138	22	their	their	PRON
fis-2680	138	23	final	final	ADJ
fis-2680	138	24	values	value	NOUN
fis-2680	138	25	(	(	PUNCT
fis-2680	138	26	ds	ds	NOUN
fis-2680	138	27	and	and	CCONJ
fis-2680	138	28	p	p	NOUN
fis-2680	138	29	)	)	PUNCT
fis-2680	138	30	,	,	PUNCT
fis-2680	138	31	then	then	ADV
fis-2680	138	32	:	:	PUNCT
fis-2680	138	33			NOUN
fis-2680	139	1			SYM
fis-2680	139	2			NOUN
fis-2680	139	3			SYM
fis-2680	139	4			NOUN
fis-2680	139	5			PUNCT
fis-2680	139	6	s	s	PART
fis-2680	139	7	s	s	NOUN
fis-2680	139	8	jp	jp	NOUN
fis-2680	139	9	j	j	PROPN
fis-2680	140	1	d	d	NOUN
fis-2680	140	2	dlga	dlga	PROPN
fis-2680	140	3	m	m	VERB
fis-2680	140	4	mgwmmv	mgwmmv	NOUN
fis-2680	140	5	mm	mm	PROPN
fis-2680	140	6	mmvm	mmvm	VERB
fis-2680	140	7	2	2	NUM
fis-2680	140	8	2	2	NUM
fis-2680	140	9	max21	max21	NOUN
fis-2680	140	10	2	2	NUM
fis-2680	140	11	21	21	NUM
fis-2680	140	12	21	21	NUM
fis-2680	140	13	2	2	NUM
fis-2680	140	14	2	2	NUM
fis-2680	140	15	1222	1222	NUM
fis-2680	140	16			NOUN
fis-2680	140	17			ADV
fis-2680	140	18			PUNCT
fis-2680	140	19			PROPN
fis-2680	140	20			NUM
fis-2680	140	21	(	(	PUNCT
fis-2680	140	22	22	22	NUM
fis-2680	140	23	)	)	PUNCT
fis-2680	140	24	being	be	AUX
fis-2680	140	25	the	the	DET
fis-2680	140	26	bending	bend	VERB
fis-2680	140	27	moment	moment	NOUN
fis-2680	140	28	mj	mj	PROPN
fis-2680	140	29	calculated	calculate	VERB
fis-2680	140	30	with	with	ADP
fis-2680	140	31	the	the	DET
fis-2680	140	32	mean	mean	ADJ
fis-2680	140	33	impact	impact	NOUN
fis-2680	140	34	force	force	NOUN
fis-2680	140	35	pm	pm	NOUN
fis-2680	140	36	(	(	PUNCT
fis-2680	140	37	fig	fig	NOUN
fis-2680	140	38	.	.	PUNCT
fis-2680	141	1	3	3	NUM
fis-2680	141	2	):	):	PUNCT
fis-2680	141	3			NOUN
fis-2680	141	4			ADJ
fis-2680	141	5	dt	dt	X
fis-2680	141	6	p	p	PROPN
fis-2680	142	1	d	d	X
fis-2680	142	2	p	p	PROPN
fis-2680	142	3	m	m	PROPN
fis-2680	142	4	dttpi	dttpi	NOUN
fis-2680	142	5	t	t	NOUN
fis-2680	143	1	i	i	PRON
fis-2680	143	2	p	p	X
fis-2680	143	3	0	0	PUNCT
fis-2680	143	4	(	(	PUNCT
fis-2680	143	5	23	23	NUM
fis-2680	143	6	)	)	PUNCT
fis-2680	143	7	where	where	SCONJ
fis-2680	143	8	ip	ip	NOUN
fis-2680	143	9	is	be	AUX
fis-2680	143	10	the	the	DET
fis-2680	143	11	impulse	impulse	ADJ
fis-2680	143	12	and	and	CCONJ
fis-2680	143	13	td	td	NOUN
fis-2680	143	14	is	be	AUX
fis-2680	143	15	the	the	DET
fis-2680	143	16	impact	impact	NOUN
fis-2680	143	17	duration	duration	NOUN
fis-2680	143	18	.	.	PUNCT
fis-2680	144	1	figure	figure	NOUN
fis-2680	144	2	2	2	NUM
fis-2680	144	3	:	:	PUNCT
fis-2680	144	4	simply	simply	ADV
fis-2680	144	5	supported	support	VERB
fis-2680	144	6	beam	beam	NOUN
fis-2680	144	7	under	under	ADP
fis-2680	144	8	impact	impact	NOUN
fis-2680	144	9	load	load	NOUN
fis-2680	144	10	and	and	CCONJ
fis-2680	144	11	its	its	PRON
fis-2680	144	12	mathematical	mathematical	ADJ
fis-2680	144	13	model	model	NOUN
fis-2680	144	14	in	in	ADP
fis-2680	144	15	the	the	DET
fis-2680	144	16	aftermath	aftermath	NOUN
fis-2680	144	17	.	.	PUNCT
fis-2680	145	1	m.	m.	PROPN
fis-2680	145	2	c.	c.	PROPN
fis-2680	145	3	oliveira	oliveira	PROPN
fis-2680	145	4	et	et	PROPN
fis-2680	145	5	alii	alii	PROPN
fis-2680	145	6	,	,	PUNCT
fis-2680	145	7	frattura	frattura	PROPN
fis-2680	145	8	ed	ed	PROPN
fis-2680	145	9	integrità	integrità	PROPN
fis-2680	145	10	strutturale	strutturale	PROPN
fis-2680	145	11	,	,	PUNCT
fis-2680	145	12	53	53	NUM
fis-2680	145	13	(	(	PUNCT
fis-2680	145	14	2020	2020	NUM
fis-2680	145	15	)	)	PUNCT
fis-2680	145	16	13	13	NUM
fis-2680	145	17	-	-	SYM
fis-2680	145	18	25	25	NUM
fis-2680	145	19	;	;	PUNCT
fis-2680	145	20	doi	doi	NOUN
fis-2680	145	21	:	:	PUNCT
fis-2680	145	22	10.3221	10.3221	NUM
fis-2680	145	23	/	/	SYM
fis-2680	145	24	igf	igf	PROPN
fis-2680	145	25	-	-	PUNCT
fis-2680	145	26	esis.53.02	esis.53.02	ADJ
fis-2680	145	27	19	19	NUM
fis-2680	145	28	figure	figure	NOUN
fis-2680	145	29	3	3	NUM
fis-2680	145	30	:	:	PUNCT
fis-2680	145	31	force	force	NOUN
fis-2680	145	32	-	-	PUNCT
fis-2680	145	33	time	time	NOUN
fis-2680	145	34	graph	graph	NOUN
fis-2680	145	35	for	for	ADP
fis-2680	145	36	impact	impact	NOUN
fis-2680	145	37	loads	load	NOUN
fis-2680	145	38	.	.	PUNCT
fis-2680	146	1	results	result	NOUN
fis-2680	146	2	and	and	CCONJ
fis-2680	146	3	discussion	discussion	NOUN
fis-2680	146	4	xperiments	xperiment	NOUN
fis-2680	146	5	performed	perform	VERB
fis-2680	146	6	by	by	ADP
fis-2680	146	7	zhao	zhao	PROPN
fis-2680	146	8	et	et	PROPN
fis-2680	146	9	al	al	PROPN
fis-2680	146	10	.	.	PUNCT
fis-2680	147	1	[	[	X
fis-2680	147	2	22	22	NUM
fis-2680	147	3	]	]	PUNCT
fis-2680	147	4	and	and	CCONJ
fis-2680	147	5	bhatti	bhatti	PROPN
fis-2680	147	6	et	et	PROPN
fis-2680	147	7	al	al	PROPN
fis-2680	147	8	.	.	PUNCT
fis-2680	148	1	[	[	X
fis-2680	148	2	37	37	NUM
fis-2680	148	3	]	]	PUNCT
fis-2680	148	4	were	be	AUX
fis-2680	148	5	used	use	VERB
fis-2680	148	6	in	in	ADP
fis-2680	148	7	order	order	NOUN
fis-2680	148	8	to	to	PART
fis-2680	148	9	analyse	analyse	VERB
fis-2680	148	10	the	the	DET
fis-2680	148	11	proposed	propose	VERB
fis-2680	148	12	shear	shear	NOUN
fis-2680	148	13	impact	impact	PROPN
fis-2680	148	14	model	model	NOUN
fis-2680	148	15	.	.	PUNCT
fis-2680	149	1	zhao	zhao	PROPN
fis-2680	149	2	et	et	PROPN
fis-2680	149	3	al	al	PROPN
fis-2680	149	4	.	.	PUNCT
fis-2680	150	1	[	[	X
fis-2680	150	2	22	22	NUM
fis-2680	150	3	]	]	PUNCT
fis-2680	150	4	the	the	DET
fis-2680	150	5	beams	beam	NOUN
fis-2680	150	6	present	present	VERB
fis-2680	150	7	3	3	NUM
fis-2680	150	8	m	m	NOUN
fis-2680	150	9	span	span	NOUN
fis-2680	150	10	(	(	PUNCT
fis-2680	150	11	2l	2l	NUM
fis-2680	150	12	)	)	PUNCT
fis-2680	150	13	,	,	PUNCT
fis-2680	150	14	longitudinal	longitudinal	ADJ
fis-2680	150	15	reinforcement	reinforcement	NOUN
fis-2680	150	16	composed	compose	VERB
fis-2680	150	17	of	of	ADP
fis-2680	150	18	four	four	NUM
fis-2680	150	19	bars	bar	NOUN
fis-2680	150	20	with	with	ADP
fis-2680	150	21	20	20	NUM
fis-2680	150	22	mm	mm	NOUN
fis-2680	150	23	in	in	ADP
fis-2680	150	24	the	the	DET
fis-2680	150	25	tension	tension	NOUN
fis-2680	150	26	side	side	NOUN
fis-2680	150	27	and	and	CCONJ
fis-2680	150	28	two	two	NUM
fis-2680	150	29	bars	bar	NOUN
fis-2680	150	30	with	with	ADP
fis-2680	150	31	16	16	NUM
fis-2680	150	32	mm	mm	NOUN
fis-2680	150	33	in	in	ADP
fis-2680	150	34	the	the	DET
fis-2680	150	35	compression	compression	NOUN
fis-2680	150	36	side	side	NOUN
fis-2680	150	37	,	,	PUNCT
fis-2680	150	38	with	with	ADP
fis-2680	150	39	yield	yield	NOUN
fis-2680	150	40	stress	stress	NOUN
fis-2680	150	41	of	of	ADP
fis-2680	150	42	495.5mpa	495.5mpa	NOUN
fis-2680	150	43	and	and	CCONJ
fis-2680	150	44	ultimate	ultimate	ADJ
fis-2680	150	45	tension	tension	NOUN
fis-2680	150	46	of	of	ADP
fis-2680	150	47	620.2mpa	620.2mpa	NOUN
fis-2680	150	48	.	.	PUNCT
fis-2680	151	1	the	the	DET
fis-2680	151	2	stirrups	stirrup	NOUN
fis-2680	151	3	consisted	consist	VERB
fis-2680	151	4	of	of	ADP
fis-2680	151	5	6	6	NUM
fis-2680	151	6	mm	mm	NOUN
fis-2680	151	7	bars	bar	NOUN
fis-2680	151	8	spaced	space	VERB
fis-2680	151	9	by	by	ADP
fis-2680	151	10	30	30	NUM
fis-2680	151	11	cm	cm	NOUN
fis-2680	151	12	,	,	PUNCT
fis-2680	151	13	with	with	ADP
fis-2680	151	14	yield	yield	NOUN
fis-2680	151	15	stress	stress	NOUN
fis-2680	151	16	344.7mpa	344.7mpa	NUM
fis-2680	151	17	and	and	CCONJ
fis-2680	151	18	ultimate	ultimate	ADJ
fis-2680	151	19	tension	tension	NOUN
fis-2680	151	20	of	of	ADP
fis-2680	151	21	550.4mpa	550.4mpa	NOUN
fis-2680	151	22	[	[	X
fis-2680	151	23	22	22	NUM
fis-2680	151	24	]	]	PUNCT
fis-2680	151	25	.	.	PUNCT
fis-2680	152	1	other	other	ADJ
fis-2680	152	2	properties	property	NOUN
fis-2680	152	3	of	of	ADP
fis-2680	152	4	the	the	DET
fis-2680	152	5	beams	beam	NOUN
fis-2680	152	6	are	be	AUX
fis-2680	152	7	presented	present	VERB
fis-2680	152	8	in	in	ADP
fis-2680	152	9	tab	tab	NOUN
fis-2680	152	10	.	.	PUNCT
fis-2680	153	1	1	1	NUM
fis-2680	153	2	,	,	PUNCT
fis-2680	153	3	as	as	ADV
fis-2680	153	4	well	well	ADV
fis-2680	153	5	as	as	ADP
fis-2680	153	6	some	some	DET
fis-2680	153	7	dynamic	dynamic	ADJ
fis-2680	153	8	response	response	NOUN
fis-2680	153	9	values	value	NOUN
fis-2680	153	10	.	.	PUNCT
fis-2680	154	1	beam	beam	NOUN
fis-2680	154	2	–	–	PUNCT
fis-2680	154	3	impact	impact	NOUN
fis-2680	154	4	weight	weight	NOUN
fis-2680	154	5	(	(	PUNCT
fis-2680	154	6	kg	kg	NOUN
fis-2680	154	7	)	)	PUNCT
fis-2680	154	8	–	–	PUNCT
fis-2680	154	9	drop	drop	VERB
fis-2680	154	10	height	height	NOUN
fis-2680	154	11	(	(	PUNCT
fis-2680	154	12	m	m	NOUN
fis-2680	154	13	)	)	PUNCT
fis-2680	154	14	cross	cross	NOUN
fis-2680	154	15	section	section	NOUN
fis-2680	154	16	(	(	PUNCT
fis-2680	154	17	cm	cm	NOUN
fis-2680	154	18	)	)	PUNCT
fis-2680	154	19	compressive	compressive	ADJ
fis-2680	154	20	strength	strength	NOUN
fis-2680	154	21	of	of	ADP
fis-2680	154	22	concrete	concrete	ADJ
fis-2680	154	23	(	(	PUNCT
fis-2680	154	24	mpa	mpa	NOUN
fis-2680	154	25	)	)	PUNCT
fis-2680	154	26	mean	mean	VERB
fis-2680	154	27	impact	impact	NOUN
fis-2680	154	28	force	force	NOUN
fis-2680	154	29	(	(	PUNCT
fis-2680	154	30	kn	kn	NOUN
fis-2680	154	31	)	)	PUNCT
fis-2680	154	32	beam	beam	NOUN
fis-2680	154	33	c-1700	c-1700	PROPN
fis-2680	154	34	-	-	PROPN
fis-2680	154	35	4.60	4.60	NUM
fis-2680	154	36	20×50	20×50	NUM
fis-2680	155	1	32.14	32.14	NUM
fis-2680	155	2	205.22	205.22	NUM
fis-2680	155	3	beam	beam	NOUN
fis-2680	155	4	c-1300	c-1300	PROPN
fis-2680	155	5	-	-	PUNCT
fis-2680	155	6	5.56	5.56	NUM
fis-2680	155	7	30.25	30.25	NUM
fis-2680	155	8	296.88	296.88	NUM
fis-2680	155	9	beam	beam	NOUN
fis-2680	155	10	c-868	c-868	NOUN
fis-2680	155	11	-	-	PUNCT
fis-2680	155	12	7.14	7.14	NUM
fis-2680	155	13	26.26	26.26	NUM
fis-2680	155	14	286.71	286.71	NUM
fis-2680	155	15	table	table	NOUN
fis-2680	155	16	1	1	NUM
fis-2680	155	17	:	:	PUNCT
fis-2680	155	18	properties	property	NOUN
fis-2680	155	19	of	of	ADP
fis-2680	155	20	the	the	DET
fis-2680	155	21	analysed	analyse	VERB
fis-2680	155	22	beams	beam	NOUN
fis-2680	155	23	.	.	PUNCT
fis-2680	156	1	therefore	therefore	ADV
fis-2680	156	2	,	,	PUNCT
fis-2680	156	3	for	for	ADP
fis-2680	156	4	each	each	DET
fis-2680	156	5	beam	beam	NOUN
fis-2680	156	6	,	,	PUNCT
fis-2680	156	7	the	the	DET
fis-2680	156	8	damage	damage	NOUN
fis-2680	156	9	variable	variable	NOUN
fis-2680	156	10	(	(	PUNCT
fis-2680	156	11	ds	ds	NOUN
fis-2680	156	12	)	)	PUNCT
fis-2680	156	13	and	and	CCONJ
fis-2680	156	14	the	the	DET
fis-2680	156	15	plastic	plastic	ADJ
fis-2680	156	16	distortion	distortion	NOUN
fis-2680	156	17	are	be	AUX
fis-2680	156	18	obtained	obtain	VERB
fis-2680	156	19	from	from	ADP
fis-2680	156	20	eqn	eqn	PROPN
fis-2680	156	21	.	.	PUNCT
fis-2680	157	1	(	(	PUNCT
fis-2680	157	2	9	9	NUM
fis-2680	157	3	)	)	PUNCT
fis-2680	157	4	and	and	CCONJ
fis-2680	157	5	(	(	PUNCT
fis-2680	157	6	22	22	NUM
fis-2680	157	7	)	)	PUNCT
fis-2680	157	8	.	.	PUNCT
fis-2680	158	1	this	this	DET
fis-2680	158	2	calculation	calculation	NOUN
fis-2680	158	3	process	process	NOUN
fis-2680	158	4	was	be	AUX
fis-2680	158	5	performed	perform	VERB
fis-2680	158	6	to	to	PART
fis-2680	158	7	evaluate	evaluate	VERB
fis-2680	158	8	the	the	DET
fis-2680	158	9	applicability	applicability	NOUN
fis-2680	158	10	of	of	ADP
fis-2680	158	11	the	the	DET
fis-2680	158	12	proposed	propose	VERB
fis-2680	158	13	formulation	formulation	NOUN
fis-2680	158	14	.	.	PUNCT
fis-2680	159	1	the	the	DET
fis-2680	159	2	damage	damage	NOUN
fis-2680	159	3	and	and	CCONJ
fis-2680	159	4	the	the	DET
fis-2680	159	5	plastic	plastic	ADJ
fis-2680	159	6	distortion	distortion	NOUN
fis-2680	159	7	calculated	calculate	VERB
fis-2680	159	8	on	on	ADP
fis-2680	159	9	each	each	DET
fis-2680	159	10	beam	beam	NOUN
fis-2680	159	11	is	be	AUX
fis-2680	159	12	shown	show	VERB
fis-2680	159	13	in	in	ADP
fis-2680	159	14	tab	tab	NOUN
fis-2680	159	15	.	.	PUNCT
fis-2680	160	1	2	2	X
fis-2680	160	2	.	.	X
fis-2680	160	3	fig	fig	NOUN
fis-2680	160	4	.	.	PUNCT
fis-2680	161	1	3	3	NUM
fis-2680	161	2	shows	show	VERB
fis-2680	161	3	a	a	DET
fis-2680	161	4	scheme	scheme	NOUN
fis-2680	161	5	with	with	ADP
fis-2680	161	6	the	the	DET
fis-2680	161	7	crack	crack	NOUN
fis-2680	161	8	pattern	pattern	NOUN
fis-2680	161	9	after	after	ADP
fis-2680	161	10	impact	impact	NOUN
fis-2680	161	11	.	.	PUNCT
fis-2680	162	1	the	the	DET
fis-2680	162	2	obtained	obtain	VERB
fis-2680	162	3	damage	damage	NOUN
fis-2680	162	4	values	value	NOUN
fis-2680	162	5	are	be	AUX
fis-2680	162	6	high	high	ADJ
fis-2680	162	7	,	,	PUNCT
fis-2680	162	8	meaning	mean	VERB
fis-2680	162	9	that	that	SCONJ
fis-2680	162	10	a	a	DET
fis-2680	162	11	severe	severe	ADJ
fis-2680	162	12	cracking	cracking	NOUN
fis-2680	162	13	level	level	NOUN
fis-2680	162	14	in	in	ADP
fis-2680	162	15	the	the	DET
fis-2680	162	16	three	three	NUM
fis-2680	162	17	beams	beam	NOUN
fis-2680	162	18	,	,	PUNCT
fis-2680	162	19	which	which	PRON
fis-2680	162	20	is	be	AUX
fis-2680	162	21	consistent	consistent	ADJ
fis-2680	162	22	with	with	ADP
fis-2680	162	23	the	the	DET
fis-2680	162	24	experimentally	experimentally	ADV
fis-2680	162	25	observed	observe	VERB
fis-2680	162	26	cracking	cracking	NOUN
fis-2680	162	27	patterns	pattern	NOUN
fis-2680	162	28	(	(	PUNCT
fis-2680	162	29	fig	fig	NOUN
fis-2680	162	30	.	.	PUNCT
fis-2680	162	31	4	4	NUM
fis-2680	162	32	)	)	PUNCT
fis-2680	162	33	.	.	PUNCT
fis-2680	163	1	furthermore	furthermore	ADV
fis-2680	163	2	,	,	PUNCT
fis-2680	163	3	by	by	ADP
fis-2680	163	4	knowing	know	VERB
fis-2680	163	5	the	the	DET
fis-2680	163	6	value	value	NOUN
fis-2680	163	7	of	of	ADP
fis-2680	163	8	the	the	DET
fis-2680	163	9	plastic	plastic	ADJ
fis-2680	163	10	distortion	distortion	NOUN
fis-2680	163	11	(	(	PUNCT
fis-2680	163	12			NUM
fis-2680	163	13	p	p	NOUN
fis-2680	163	14	)	)	PUNCT
fis-2680	163	15	,	,	PUNCT
fis-2680	163	16	it	it	PRON
fis-2680	163	17	is	be	AUX
fis-2680	163	18	possible	possible	ADJ
fis-2680	163	19	to	to	PART
fis-2680	163	20	determine	determine	VERB
fis-2680	163	21	the	the	DET
fis-2680	163	22	plastic	plastic	ADJ
fis-2680	163	23	displacement	displacement	NOUN
fis-2680	163	24	of	of	ADP
fis-2680	163	25	the	the	DET
fis-2680	163	26	beam	beam	NOUN
fis-2680	163	27	(	(	PUNCT
fis-2680	163	28	fig	fig	NOUN
fis-2680	163	29	.	.	PUNCT
fis-2680	164	1	2	2	NUM
fis-2680	164	2	):	):	PUNCT
fis-2680	164	3	lw	lw	PROPN
fis-2680	164	4	p	p	PROPN
fis-2680	164	5	p	p	PROPN
fis-2680	164	6			PROPN
fis-2680	164	7	(	(	PUNCT
fis-2680	164	8	24	24	NUM
fis-2680	164	9	)	)	PUNCT
fis-2680	164	10	in	in	ADP
fis-2680	164	11	order	order	NOUN
fis-2680	164	12	to	to	PART
fis-2680	164	13	illustrate	illustrate	VERB
fis-2680	164	14	the	the	DET
fis-2680	164	15	proposed	propose	VERB
fis-2680	164	16	approach	approach	NOUN
fis-2680	164	17	,	,	PUNCT
fis-2680	164	18	the	the	DET
fis-2680	164	19	solution	solution	NOUN
fis-2680	164	20	of	of	ADP
fis-2680	164	21	beam	beam	NOUN
fis-2680	164	22	c-1700	c-1700	PROPN
fis-2680	164	23	-	-	PUNCT
fis-2680	164	24	4.60	4.60	NUM
fis-2680	165	1	[	[	X
fis-2680	165	2	22	22	NUM
fis-2680	165	3	]	]	PUNCT
fis-2680	165	4	is	be	AUX
fis-2680	165	5	described	describe	VERB
fis-2680	165	6	as	as	ADP
fis-2680	165	7	follows	follow	VERB
fis-2680	165	8	.	.	PUNCT
fis-2680	166	1	firstly	firstly	ADV
fis-2680	166	2	,	,	PUNCT
fis-2680	166	3	eqn	eqn	PROPN
fis-2680	166	4	.	.	PUNCT
fis-2680	167	1	(	(	PUNCT
fis-2680	167	2	9	9	X
fis-2680	167	3	)	)	PUNCT
fis-2680	167	4	must	must	AUX
fis-2680	167	5	be	be	AUX
fis-2680	167	6	rewritten	rewrite	VERB
fis-2680	167	7	to	to	PART
fis-2680	167	8	agree	agree	VERB
fis-2680	167	9	with	with	ADP
fis-2680	167	10	the	the	DET
fis-2680	167	11	mathematical	mathematical	ADJ
fis-2680	167	12	model	model	NOUN
fis-2680	167	13	of	of	ADP
fis-2680	167	14	the	the	DET
fis-2680	167	15	beam	beam	NOUN
fis-2680	167	16	(	(	PUNCT
fis-2680	167	17	fig	fig	NOUN
fis-2680	167	18	.	.	PUNCT
fis-2680	168	1	2	2	NUM
fis-2680	168	2	)	)	PUNCT
fis-2680	168	3	.	.	PUNCT
fis-2680	169	1	therewith	therewith	NOUN
fis-2680	169	2	,	,	PUNCT
fis-2680	169	3	it	it	PRON
fis-2680	169	4	is	be	AUX
fis-2680	169	5	assumed	assume	VERB
fis-2680	169	6	that	that	SCONJ
fis-2680	169	7	the	the	DET
fis-2680	169	8	inelastic	inelastic	ADJ
fis-2680	169	9	effects	effect	NOUN
fis-2680	169	10	due	due	ADJ
fis-2680	169	11	to	to	ADP
fis-2680	169	12	bending	bend	VERB
fis-2680	169	13	moment	moment	NOUN
fis-2680	169	14	are	be	AUX
fis-2680	169	15	negligible	negligible	ADJ
fis-2680	169	16	.	.	PUNCT
fis-2680	170	1	then	then	ADV
fis-2680	170	2	,	,	PUNCT
fis-2680	170	3	the	the	DET
fis-2680	170	4	constitutive	constitutive	ADJ
fis-2680	170	5	relation	relation	NOUN
fis-2680	170	6	for	for	ADP
fis-2680	170	7	a	a	DET
fis-2680	170	8	simply	simply	ADV
fis-2680	170	9	supported	support	VERB
fis-2680	170	10	beam	beam	NOUN
fis-2680	170	11	is	be	AUX
fis-2680	170	12	given	give	VERB
fis-2680	170	13	as	as	ADP
fis-2680	170	14	:	:	PUNCT
fis-2680	170	15			PROPN
fis-2680	170	16			PROPN
fis-2680	170	17			NOUN
fis-2680	170	18			NOUN
fis-2680	171	1			NOUN
fis-2680	171	2	mffγφ	mffγφ	NOUN
fis-2680	171	3	ssf	ssf	NOUN
fis-2680	171	4	p	p	NOUN
fis-2680	171	5	d	d	NOUN
fis-2680	171	6	(	(	PUNCT
fis-2680	171	7	25	25	NUM
fis-2680	171	8	)	)	PUNCT
fis-2680	171	9	e	e	PROPN
fis-2680	171	10	m.	m.	PROPN
fis-2680	171	11	c.	c.	PROPN
fis-2680	171	12	oliveira	oliveira	PROPN
fis-2680	171	13	et	et	PROPN
fis-2680	171	14	alii	alii	PROPN
fis-2680	171	15	,	,	PUNCT
fis-2680	171	16	frattura	frattura	PROPN
fis-2680	171	17	ed	ed	PROPN
fis-2680	171	18	integrità	integrità	PROPN
fis-2680	171	19	strutturale	strutturale	PROPN
fis-2680	171	20	,	,	PUNCT
fis-2680	171	21	53	53	NUM
fis-2680	171	22	(	(	PUNCT
fis-2680	171	23	2020	2020	NUM
fis-2680	171	24	)	)	PUNCT
fis-2680	171	25	13	13	NUM
fis-2680	171	26	-	-	SYM
fis-2680	171	27	25	25	NUM
fis-2680	171	28	;	;	PUNCT
fis-2680	171	29	doi	doi	NOUN
fis-2680	171	30	:	:	PUNCT
fis-2680	171	31	10.3221	10.3221	NUM
fis-2680	171	32	/	/	SYM
fis-2680	171	33	igf	igf	PROPN
fis-2680	171	34	-	-	PROPN
fis-2680	171	35	esis.53.02	esis.53.02	PROPN
fis-2680	171	36	20	20	NUM
fis-2680	171	37	which	which	PRON
fis-2680	171	38	leads	lead	VERB
fis-2680	171	39	to	to	ADP
fis-2680	171	40	:	:	PUNCT
fis-2680	171	41			NOUN
fis-2680	172	1			PUNCT
fis-2680	172	2	j	j	PROPN
fis-2680	172	3	s	s	PROPN
fis-2680	172	4	j	j	PROPN
fis-2680	172	5	p	p	X
fis-2680	172	6	j	j	PROPN
fis-2680	172	7	m	m	VERB
fis-2680	172	8	dlga	dlga	NOUN
fis-2680	172	9	m	m	VERB
fis-2680	172	10	ei	ei	NOUN
fis-2680	172	11	l	l	PROPN
fis-2680	172	12			NOUN
fis-2680	172	13			PUNCT
fis-2680	172	14	1	1	NUM
fis-2680	172	15	1	1	NUM
fis-2680	172	16	3	3	NUM
fis-2680	172	17			NOUN
fis-2680	172	18	(	(	PUNCT
fis-2680	172	19	26	26	NUM
fis-2680	172	20	)	)	PUNCT
fis-2680	172	21	beam	beam	NOUN
fis-2680	172	22	–	–	PUNCT
fis-2680	172	23	impact	impact	NOUN
fis-2680	172	24	weight	weight	NOUN
fis-2680	172	25	(	(	PUNCT
fis-2680	172	26	kg	kg	NOUN
fis-2680	172	27	)	)	PUNCT
fis-2680	172	28	–	–	PUNCT
fis-2680	172	29	fall	fall	NOUN
fis-2680	172	30	height	height	NOUN
fis-2680	172	31	(	(	PUNCT
fis-2680	172	32	m	m	NOUN
fis-2680	172	33	)	)	PUNCT
fis-2680	172	34	damage	damage	NOUN
fis-2680	172	35	(	(	PUNCT
fis-2680	172	36	ds	ds	ADJ
fis-2680	172	37	)	)	PUNCT
fis-2680	172	38	plastic	plastic	NOUN
fis-2680	172	39	distortion	distortion	NOUN
fis-2680	172	40	(	(	PUNCT
fis-2680	172	41	p	p	NOUN
fis-2680	172	42	)	)	PUNCT
fis-2680	172	43	estimated	estimate	VERB
fis-2680	172	44	plastic	plastic	ADJ
fis-2680	172	45	displacement	displacement	NOUN
fis-2680	172	46	(	(	PUNCT
fis-2680	172	47	cm	cm	NOUN
fis-2680	172	48	)	)	PUNCT
fis-2680	172	49	experimental	experimental	ADJ
fis-2680	172	50	plastic	plastic	NOUN
fis-2680	172	51	displacement	displacement	NOUN
fis-2680	172	52	(	(	PUNCT
fis-2680	172	53	cm	cm	NOUN
fis-2680	172	54	)	)	PUNCT
fis-2680	173	1	[	[	X
fis-2680	173	2	22	22	NUM
fis-2680	173	3	]	]	PUNCT
fis-2680	173	4	beam	beam	PROPN
fis-2680	173	5	c-1700	c-1700	PROPN
fis-2680	173	6	-	-	PROPN
fis-2680	173	7	4.60	4.60	NUM
fis-2680	173	8	0.9681	0.9681	NUM
fis-2680	173	9	0.0750729	0.0750729	NUM
fis-2680	173	10	11.3	11.3	NUM
fis-2680	173	11	not	not	PART
fis-2680	173	12	available	available	ADJ
fis-2680	173	13	beam	beam	NOUN
fis-2680	173	14	c-1300	c-1300	PROPN
fis-2680	173	15	-	-	NOUN
fis-2680	173	16	5.56	5.56	NUM
fis-2680	173	17	0.9603	0.9603	NUM
fis-2680	173	18	0.0402814	0.0402814	NUM
fis-2680	173	19	6.0	6.0	NUM
fis-2680	173	20	≅	≅	NUM
fis-2680	173	21	5.2	5.2	NUM
fis-2680	173	22	beam	beam	NOUN
fis-2680	173	23	c-868	c-868	PROPN
fis-2680	173	24	-	-	PUNCT
fis-2680	173	25	7.14	7.14	NUM
fis-2680	173	26	0.9601	0.9601	NUM
fis-2680	173	27	0.0404670	0.0404670	NUM
fis-2680	173	28	6.1	6.1	NUM
fis-2680	173	29	≅	≅	NUM
fis-2680	173	30	5.0	5.0	NUM
fis-2680	173	31	table	table	NOUN
fis-2680	173	32	2	2	NUM
fis-2680	173	33	:	:	PUNCT
fis-2680	173	34	damage	damage	NOUN
fis-2680	173	35	and	and	CCONJ
fis-2680	173	36	plastic	plastic	NOUN
fis-2680	173	37	distortion	distortion	NOUN
fis-2680	173	38	results	result	NOUN
fis-2680	173	39	for	for	ADP
fis-2680	173	40	the	the	DET
fis-2680	173	41	analysed	analyse	VERB
fis-2680	173	42	beams	beam	NOUN
fis-2680	173	43	.	.	PUNCT
fis-2680	174	1	figure	figure	VERB
fis-2680	174	2	4	4	NUM
fis-2680	174	3	:	:	PUNCT
fis-2680	174	4	beam	beam	VERB
fis-2680	174	5	cracking	cracking	NOUN
fis-2680	174	6	patterns	pattern	NOUN
fis-2680	174	7	after	after	ADP
fis-2680	174	8	impact	impact	NOUN
fis-2680	174	9	.	.	PUNCT
fis-2680	175	1	(	(	PUNCT
fis-2680	175	2	source	source	NOUN
fis-2680	175	3	:	:	PUNCT
fis-2680	175	4	adapted	adapt	VERB
fis-2680	175	5	from	from	ADP
fis-2680	175	6	zhao	zhao	PROPN
fis-2680	175	7	et	et	PROPN
fis-2680	175	8	al	al	PROPN
fis-2680	175	9	.	.	PUNCT
fis-2680	176	1	[	[	X
fis-2680	176	2	22	22	NUM
fis-2680	176	3	]	]	PUNCT
fis-2680	176	4	)	)	PUNCT
fis-2680	176	5	.	.	PUNCT
fis-2680	177	1	since	since	SCONJ
fis-2680	177	2	zhao	zhao	PROPN
fis-2680	177	3	et	et	PROPN
fis-2680	177	4	al	al	PROPN
fis-2680	177	5	.	.	PUNCT
fis-2680	178	1	[	[	X
fis-2680	178	2	22	22	NUM
fis-2680	178	3	]	]	PUNCT
fis-2680	178	4	presented	present	VERB
fis-2680	178	5	the	the	DET
fis-2680	178	6	maximum	maximum	ADJ
fis-2680	178	7	displacement	displacement	NOUN
fis-2680	178	8	(	(	PUNCT
fis-2680	178	9	wmax	wmax	NOUN
fis-2680	178	10	)	)	PUNCT
fis-2680	178	11	of	of	ADP
fis-2680	178	12	the	the	DET
fis-2680	178	13	beam	beam	NOUN
fis-2680	178	14	,	,	PUNCT
fis-2680	178	15	eqn	eqn	PROPN
fis-2680	178	16	.	.	PUNCT
fis-2680	179	1	(	(	PUNCT
fis-2680	179	2	26	26	NUM
fis-2680	179	3	)	)	PUNCT
fis-2680	179	4	can	can	AUX
fis-2680	179	5	be	be	AUX
fis-2680	179	6	rewritten	rewrite	VERB
fis-2680	179	7	as	as	ADP
fis-2680	179	8	:	:	PUNCT
fis-2680	179	9			NOUN
fis-2680	179	10			PUNCT
fis-2680	179	11	j	j	PROPN
fis-2680	179	12	s	s	PROPN
fis-2680	179	13	j	j	PROPN
fis-2680	179	14	p	p	X
fis-2680	179	15	j	j	PROPN
fis-2680	179	16	m	m	VERB
fis-2680	179	17	dlga	dlga	NOUN
fis-2680	179	18	m	m	VERB
fis-2680	179	19	ei	ei	NOUN
fis-2680	179	20	l	l	PROPN
fis-2680	179	21	l	l	NOUN
fis-2680	180	1	w	w	NOUN
fis-2680	180	2			PROPN
fis-2680	180	3			PROPN
fis-2680	180	4	1	1	NUM
fis-2680	180	5	1	1	NUM
fis-2680	180	6	3	3	NUM
fis-2680	180	7	max	max	PROPN
fis-2680	180	8			NOUN
fis-2680	180	9	(	(	PUNCT
fis-2680	180	10	27	27	NUM
fis-2680	180	11	)	)	PUNCT
fis-2680	180	12	note	note	NOUN
fis-2680	180	13	that	that	SCONJ
fis-2680	180	14	eqn	eqn	VERB
fis-2680	180	15	.	.	PUNCT
fis-2680	181	1	(	(	PUNCT
fis-2680	181	2	27	27	NUM
fis-2680	181	3	)	)	PUNCT
fis-2680	181	4	is	be	AUX
fis-2680	181	5	a	a	DET
fis-2680	181	6	simple	simple	ADJ
fis-2680	181	7	rearrangement	rearrangement	NOUN
fis-2680	181	8	of	of	ADP
fis-2680	181	9	eqn	eqn	PROPN
fis-2680	181	10	.	.	PUNCT
fis-2680	182	1	(	(	PUNCT
fis-2680	182	2	9	9	NUM
fis-2680	182	3	)	)	PUNCT
fis-2680	182	4	according	accord	VERB
fis-2680	182	5	to	to	ADP
fis-2680	182	6	the	the	DET
fis-2680	182	7	analysed	analyse	VERB
fis-2680	182	8	problem	problem	NOUN
fis-2680	182	9	.	.	PUNCT
fis-2680	183	1	the	the	DET
fis-2680	183	2	young	young	PROPN
fis-2680	183	3	’s	’s	PART
fis-2680	183	4	modulus	modulus	NOUN
fis-2680	183	5	can	can	AUX
fis-2680	183	6	be	be	AUX
fis-2680	183	7	estimated	estimate	VERB
fis-2680	183	8	by	by	ADP
fis-2680	183	9	any	any	DET
fis-2680	183	10	design	design	NOUN
fis-2680	183	11	code	code	NOUN
fis-2680	183	12	regulation	regulation	NOUN
fis-2680	183	13	.	.	PUNCT
fis-2680	184	1	in	in	ADP
fis-2680	184	2	this	this	DET
fis-2680	184	3	paper	paper	NOUN
fis-2680	184	4	,	,	PUNCT
fis-2680	184	5	the	the	DET
fis-2680	184	6	brazilian	brazilian	ADJ
fis-2680	184	7	code	code	NOUN
fis-2680	185	1	[	[	X
fis-2680	185	2	36	36	NUM
fis-2680	185	3	]	]	PUNCT
fis-2680	185	4	was	be	AUX
fis-2680	185	5	used	use	VERB
fis-2680	185	6	i.e.	i.e.	X
fis-2680	185	7	m.	m.	PROPN
fis-2680	185	8	c.	c.	PROPN
fis-2680	185	9	oliveira	oliveira	PROPN
fis-2680	185	10	et	et	PROPN
fis-2680	185	11	alii	alii	PROPN
fis-2680	185	12	,	,	PUNCT
fis-2680	185	13	frattura	frattura	PROPN
fis-2680	185	14	ed	ed	PROPN
fis-2680	185	15	integrità	integrità	PROPN
fis-2680	185	16	strutturale	strutturale	PROPN
fis-2680	185	17	,	,	PUNCT
fis-2680	185	18	53	53	NUM
fis-2680	185	19	(	(	PUNCT
fis-2680	185	20	2020	2020	NUM
fis-2680	185	21	)	)	PUNCT
fis-2680	185	22	13	13	NUM
fis-2680	185	23	-	-	SYM
fis-2680	185	24	25	25	NUM
fis-2680	185	25	;	;	PUNCT
fis-2680	185	26	doi	doi	NOUN
fis-2680	185	27	:	:	PUNCT
fis-2680	185	28	10.3221	10.3221	NUM
fis-2680	185	29	/	/	SYM
fis-2680	185	30	igf	igf	PROPN
fis-2680	185	31	-	-	PUNCT
fis-2680	185	32	esis.53.02	esis.53.02	ADJ
fis-2680	185	33	21	21	NUM
fis-2680	185	34	ckfe	ckfe	NOUN
fis-2680	185	35	5600	5600	NUM
fis-2680	185	36	(	(	PUNCT
fis-2680	185	37	28	28	NUM
fis-2680	185	38	)	)	PUNCT
fis-2680	185	39	being	be	AUX
fis-2680	185	40	fck	fck	NOUN
fis-2680	185	41	the	the	DET
fis-2680	185	42	compressive	compressive	ADJ
fis-2680	185	43	strength	strength	NOUN
fis-2680	185	44	of	of	ADP
fis-2680	185	45	concrete	concrete	NOUN
fis-2680	185	46	,	,	PUNCT
fis-2680	185	47	given	give	VERB
fis-2680	185	48	in	in	ADP
fis-2680	185	49	mpa	mpa	PROPN
fis-2680	185	50	.	.	PUNCT
fis-2680	186	1	for	for	ADP
fis-2680	186	2	beam	beam	NOUN
fis-2680	186	3	c-1700	c-1700	PROPN
fis-2680	186	4	-	-	PUNCT
fis-2680	186	5	4.60	4.60	NUM
fis-2680	186	6	[	[	X
fis-2680	186	7	22	22	NUM
fis-2680	186	8	]	]	PUNCT
fis-2680	186	9	,	,	PUNCT
fis-2680	186	10	eqns	eqns	PROPN
fis-2680	186	11	.	.	PUNCT
fis-2680	187	1	(	(	PUNCT
fis-2680	187	2	27	27	NUM
fis-2680	187	3	)	)	PUNCT
fis-2680	187	4	and	and	CCONJ
fis-2680	187	5	(	(	PUNCT
fis-2680	187	6	22	22	NUM
fis-2680	187	7	)	)	PUNCT
fis-2680	187	8	give	give	NOUN
fis-2680	187	9	,	,	PUNCT
fis-2680	187	10	respectively	respectively	ADV
fis-2680	187	11	,	,	PUNCT
fis-2680	187	12	the	the	DET
fis-2680	187	13	following	follow	VERB
fis-2680	187	14	relations	relation	NOUN
fis-2680	187	15	(	(	PUNCT
fis-2680	187	16	units	unit	NOUN
fis-2680	187	17	in	in	ADP
fis-2680	187	18	n	n	PROPN
fis-2680	187	19	and	and	CCONJ
fis-2680	187	20	m	m	PROPN
fis-2680	187	21	):	):	PUNCT
fis-2680	187	22			PROPN
fis-2680	187	23	s	s	PROPN
fis-2680	187	24	p	p	PROPN
fis-2680	187	25	d	d	ADJ
fis-2680	187	26			VERB
fis-2680	187	27	1	1	NUM
fis-2680	187	28	78940000775692.0	78940000775692.0	NUM
fis-2680	187	29	850011635391.070786666666.0	850011635391.070786666666.0	NUM
fis-2680	187	30			NUM
fis-2680	187	31	(	(	PUNCT
fis-2680	187	32	29	29	NUM
fis-2680	187	33	)	)	PUNCT
fis-2680	187	34			NOUN
fis-2680	187	35	21	21	NOUN
fis-2680	188	1	969534875.5	969534875.5	NUM
fis-2680	188	2	9250.15391443033.17227	9250.15391443033.17227	NUM
fis-2680	188	3	s	s	PART
fis-2680	188	4	sp	sp	ADP
fis-2680	188	5	d	d	PROPN
fis-2680	188	6	d	d	X
fis-2680	188	7			PROPN
fis-2680	188	8			ADJ
fis-2680	188	9			NUM
fis-2680	188	10	(	(	PUNCT
fis-2680	188	11	30	30	NUM
fis-2680	188	12	)	)	PUNCT
fis-2680	188	13	then	then	ADV
fis-2680	188	14	,	,	PUNCT
fis-2680	188	15	by	by	ADP
fis-2680	188	16	solving	solve	VERB
fis-2680	188	17	this	this	DET
fis-2680	188	18	nonlinear	nonlinear	ADJ
fis-2680	188	19	system	system	NOUN
fis-2680	188	20	(	(	PUNCT
fis-2680	188	21	29	29	NUM
fis-2680	188	22	-	-	SYM
fis-2680	188	23	30	30	NUM
fis-2680	188	24	)	)	PUNCT
fis-2680	188	25	the	the	DET
fis-2680	188	26	shear	shear	NOUN
fis-2680	188	27	damage	damage	NOUN
fis-2680	188	28	(	(	PUNCT
fis-2680	188	29	ds	ds	NOUN
fis-2680	188	30	)	)	PUNCT
fis-2680	188	31	and	and	CCONJ
fis-2680	188	32	plastic	plastic	ADJ
fis-2680	188	33	distortion	distortion	NOUN
fis-2680	188	34	(	(	PUNCT
fis-2680	188	35			NUM
fis-2680	188	36	p	p	X
fis-2680	188	37	)	)	PUNCT
fis-2680	188	38	are	be	AUX
fis-2680	188	39	,	,	PUNCT
fis-2680	188	40	respectively	respectively	ADV
fis-2680	188	41	,	,	PUNCT
fis-2680	188	42	0.9681	0.9681	NUM
fis-2680	188	43	and	and	CCONJ
fis-2680	188	44	0.0750729	0.0750729	NUM
fis-2680	188	45	.	.	PUNCT
fis-2680	189	1	finally	finally	ADV
fis-2680	189	2	,	,	PUNCT
fis-2680	189	3	by	by	ADP
fis-2680	189	4	using	use	VERB
fis-2680	189	5	eqn	eqn	NOUN
fis-2680	189	6	.	.	PUNCT
fis-2680	190	1	(	(	PUNCT
fis-2680	190	2	24	24	NUM
fis-2680	190	3	)	)	PUNCT
fis-2680	190	4	the	the	DET
fis-2680	190	5	plastic	plastic	ADJ
fis-2680	190	6	displacement	displacement	NOUN
fis-2680	190	7	(	(	PUNCT
fis-2680	190	8	wp	wp	X
fis-2680	190	9	)	)	PUNCT
fis-2680	190	10	is	be	AUX
fis-2680	190	11	estimated	estimate	VERB
fis-2680	190	12	in	in	ADP
fis-2680	190	13	11.3	11.3	NUM
fis-2680	190	14	cm	cm	NOUN
fis-2680	190	15	.	.	PUNCT
fis-2680	191	1	bhatti	bhatti	PROPN
fis-2680	191	2	et	et	PROPN
fis-2680	191	3	al	al	PROPN
fis-2680	191	4	.	.	PUNCT
fis-2680	192	1	[	[	X
fis-2680	192	2	37	37	NUM
fis-2680	192	3	]	]	PUNCT
fis-2680	192	4	the	the	DET
fis-2680	192	5	beams	beam	NOUN
fis-2680	192	6	presented	present	VERB
fis-2680	192	7	span	span	NOUN
fis-2680	192	8	of	of	ADP
fis-2680	192	9	2.0	2.0	NUM
fis-2680	192	10	m	m	NOUN
fis-2680	192	11	and	and	CCONJ
fis-2680	192	12	cross	cross	NOUN
fis-2680	192	13	section	section	NOUN
fis-2680	192	14	with	with	ADP
fis-2680	192	15	20	20	NUM
fis-2680	192	16	cm	cm	NOUN
fis-2680	192	17	of	of	ADP
fis-2680	192	18	basis	basis	NOUN
fis-2680	192	19	and	and	CCONJ
fis-2680	192	20	40	40	NUM
fis-2680	192	21	cm	cm	NOUN
fis-2680	192	22	of	of	ADP
fis-2680	192	23	height	height	NOUN
fis-2680	192	24	.	.	PUNCT
fis-2680	193	1	the	the	DET
fis-2680	193	2	concrete	concrete	ADJ
fis-2680	193	3	compressive	compressive	ADJ
fis-2680	193	4	strength	strength	NOUN
fis-2680	193	5	is	be	AUX
fis-2680	193	6	41.2	41.2	NUM
fis-2680	193	7	mpa	mpa	NOUN
fis-2680	193	8	and	and	CCONJ
fis-2680	193	9	its	its	PRON
fis-2680	193	10	young	young	ADJ
fis-2680	193	11	’s	’s	PART
fis-2680	193	12	modulus	modulus	NOUN
fis-2680	193	13	is	be	AUX
fis-2680	193	14	25.7	25.7	NUM
fis-2680	193	15	gpa	gpa	NOUN
fis-2680	193	16	.	.	PUNCT
fis-2680	194	1	all	all	DET
fis-2680	194	2	beams	beam	NOUN
fis-2680	194	3	casted	cast	VERB
fis-2680	194	4	by	by	ADP
fis-2680	194	5	bhatti	bhatti	PROPN
fis-2680	194	6	et	et	PROPN
fis-2680	194	7	al	al	PROPN
fis-2680	194	8	.	.	PUNCT
fis-2680	195	1	[	[	X
fis-2680	195	2	37	37	NUM
fis-2680	195	3	]	]	PUNCT
fis-2680	195	4	present	present	VERB
fis-2680	195	5	two	two	NUM
fis-2680	195	6	rebars	rebar	NOUN
fis-2680	195	7	of	of	ADP
fis-2680	195	8	35	35	NUM
fis-2680	195	9	mm	mm	NOUN
fis-2680	195	10	as	as	ADP
fis-2680	195	11	longitudinal	longitudinal	ADJ
fis-2680	195	12	reinforcement	reinforcement	NOUN
fis-2680	195	13	at	at	ADP
fis-2680	195	14	both	both	DET
fis-2680	195	15	sides	side	NOUN
fis-2680	195	16	and	and	CCONJ
fis-2680	195	17	two	two	NUM
fis-2680	195	18	types	type	NOUN
fis-2680	195	19	of	of	ADP
fis-2680	195	20	transversal	transversal	ADJ
fis-2680	195	21	reinforcements	reinforcement	NOUN
fis-2680	195	22	:	:	PUNCT
fis-2680	195	23	6	6	NUM
fis-2680	195	24	mm	mm	NOUN
fis-2680	195	25	@	@	ADP
fis-2680	195	26	15.0	15.0	NUM
fis-2680	195	27	cm	cm	NOUN
fis-2680	195	28	(	(	PUNCT
fis-2680	195	29	type	type	NOUN
fis-2680	195	30	a	a	NOUN
fis-2680	195	31	)	)	PUNCT
fis-2680	195	32	and	and	CCONJ
fis-2680	195	33	6	6	NUM
fis-2680	195	34	mm	mm	NOUN
fis-2680	195	35	@	@	ADP
fis-2680	195	36	7.5	7.5	NUM
fis-2680	195	37	cm	cm	NOUN
fis-2680	195	38	(	(	PUNCT
fis-2680	195	39	type	type	NOUN
fis-2680	195	40	b	b	NOUN
fis-2680	195	41	)	)	PUNCT
fis-2680	195	42	.	.	PUNCT
fis-2680	196	1	both	both	CCONJ
fis-2680	196	2	longitudinal	longitudinal	ADJ
fis-2680	196	3	and	and	CCONJ
fis-2680	196	4	transversal	transversal	ADJ
fis-2680	196	5	reinforcements	reinforcement	NOUN
fis-2680	196	6	present	present	ADJ
fis-2680	196	7	yield	yield	NOUN
fis-2680	196	8	stress	stress	NOUN
fis-2680	196	9	and	and	CCONJ
fis-2680	196	10	young	young	ADJ
fis-2680	196	11	’s	’s	PART
fis-2680	196	12	modulus	modulus	NOUN
fis-2680	196	13	of	of	ADP
fis-2680	196	14	373	373	NUM
fis-2680	196	15	mpa	mpa	NOUN
fis-2680	196	16	and	and	CCONJ
fis-2680	196	17	206	206	NUM
fis-2680	196	18	gpa	gpa	NOUN
fis-2680	196	19	,	,	PUNCT
fis-2680	196	20	respectively	respectively	ADV
fis-2680	196	21	.	.	PUNCT
fis-2680	197	1	the	the	DET
fis-2680	197	2	impact	impact	NOUN
fis-2680	197	3	velocity	velocity	NOUN
fis-2680	197	4	and	and	CCONJ
fis-2680	197	5	the	the	DET
fis-2680	197	6	mean	mean	ADJ
fis-2680	197	7	impact	impact	NOUN
fis-2680	197	8	force	force	NOUN
fis-2680	197	9	on	on	ADP
fis-2680	197	10	each	each	DET
fis-2680	197	11	beam	beam	NOUN
fis-2680	197	12	is	be	AUX
fis-2680	197	13	given	give	VERB
fis-2680	197	14	in	in	ADP
fis-2680	197	15	tab	tab	NOUN
fis-2680	197	16	.	.	PUNCT
fis-2680	198	1	3	3	X
fis-2680	198	2	.	.	X
fis-2680	198	3	beam	beam	NOUN
fis-2680	198	4	–	–	PUNCT
fis-2680	198	5	impact	impact	NOUN
fis-2680	198	6	velocity	velocity	NOUN
fis-2680	198	7	(	(	PUNCT
fis-2680	198	8	m	m	NOUN
fis-2680	198	9	/	/	SYM
fis-2680	198	10	s	s	PART
fis-2680	198	11	)	)	PUNCT
fis-2680	198	12	mean	mean	ADJ
fis-2680	198	13	impact	impact	NOUN
fis-2680	198	14	force	force	NOUN
fis-2680	198	15	(	(	PUNCT
fis-2680	198	16	kn	kn	PROPN
fis-2680	198	17	)	)	PUNCT
fis-2680	198	18	a-4.6	a-4.6	VERB
fis-2680	198	19	397.35	397.35	NUM
fis-2680	198	20	a-6.5	a-6.5	NOUN
fis-2680	198	21	463.05	463.05	NUM
fis-2680	198	22	a-8.4	a-8.4	VERB
fis-2680	198	23	635.66	635.66	NUM
fis-2680	198	24	b-4.6	b-4.6	NOUN
fis-2680	198	25	419.47	419.47	NUM
fis-2680	198	26	b-7.4	b-7.4	NOUN
fis-2680	198	27	509.01	509.01	NUM
fis-2680	198	28	b-9.3	b-9.3	NOUN
fis-2680	198	29	614.62	614.62	NUM
fis-2680	198	30	table	table	NOUN
fis-2680	198	31	3	3	NUM
fis-2680	198	32	:	:	PUNCT
fis-2680	198	33	properties	property	NOUN
fis-2680	198	34	of	of	ADP
fis-2680	198	35	the	the	DET
fis-2680	198	36	analysed	analyse	VERB
fis-2680	198	37	beams	beam	NOUN
fis-2680	198	38	.	.	PUNCT
fis-2680	199	1	therefore	therefore	ADV
fis-2680	199	2	,	,	PUNCT
fis-2680	199	3	damage	damage	NOUN
fis-2680	199	4	and	and	CCONJ
fis-2680	199	5	plastic	plastic	ADJ
fis-2680	199	6	distortion	distortion	NOUN
fis-2680	199	7	were	be	AUX
fis-2680	199	8	obtained	obtain	VERB
fis-2680	199	9	by	by	ADP
fis-2680	199	10	applying	apply	VERB
fis-2680	199	11	the	the	DET
fis-2680	199	12	same	same	ADJ
fis-2680	199	13	procedure	procedure	NOUN
fis-2680	199	14	previously	previously	ADV
fis-2680	199	15	illustrated	illustrate	VERB
fis-2680	199	16	(	(	PUNCT
fis-2680	199	17	tab	tab	NOUN
fis-2680	199	18	.	.	NOUN
fis-2680	199	19	4	4	NUM
fis-2680	199	20	)	)	PUNCT
fis-2680	199	21	.	.	PUNCT
fis-2680	200	1	fig	fig	NOUN
fis-2680	200	2	.	.	PUNCT
fis-2680	201	1	5	5	NUM
fis-2680	201	2	shows	show	VERB
fis-2680	201	3	cracking	cracking	NOUN
fis-2680	201	4	pattern	pattern	NOUN
fis-2680	201	5	presented	present	VERB
fis-2680	201	6	in	in	ADP
fis-2680	201	7	the	the	DET
fis-2680	201	8	beams	beam	NOUN
fis-2680	201	9	after	after	ADP
fis-2680	201	10	impact	impact	NOUN
fis-2680	201	11	.	.	PUNCT
fis-2680	202	1	beam	beam	NOUN
fis-2680	202	2	–	–	PUNCT
fis-2680	202	3	impact	impact	NOUN
fis-2680	202	4	velocity	velocity	NOUN
fis-2680	202	5	(	(	PUNCT
fis-2680	202	6	m	m	NOUN
fis-2680	202	7	/	/	SYM
fis-2680	202	8	s	s	PART
fis-2680	202	9	)	)	PUNCT
fis-2680	202	10	damage	damage	NOUN
fis-2680	202	11	(	(	PUNCT
fis-2680	202	12	ds	ds	ADJ
fis-2680	202	13	)	)	PUNCT
fis-2680	202	14	plastic	plastic	NOUN
fis-2680	202	15	distortion	distortion	NOUN
fis-2680	202	16	(	(	PUNCT
fis-2680	202	17	p	p	NOUN
fis-2680	202	18	)	)	PUNCT
fis-2680	202	19	estimated	estimate	VERB
fis-2680	202	20	plastic	plastic	ADJ
fis-2680	202	21	displacement	displacement	NOUN
fis-2680	202	22	(	(	PUNCT
fis-2680	202	23	cm	cm	NOUN
fis-2680	202	24	)	)	PUNCT
fis-2680	202	25	experimental	experimental	ADJ
fis-2680	202	26	plastic	plastic	NOUN
fis-2680	202	27	displacement	displacement	NOUN
fis-2680	202	28	(	(	PUNCT
fis-2680	202	29	cm	cm	NOUN
fis-2680	202	30	)	)	PUNCT
fis-2680	203	1	[	[	X
fis-2680	203	2	37	37	NUM
fis-2680	203	3	]	]	PUNCT
fis-2680	203	4	a-4.6	a-4.6	VERB
fis-2680	203	5	0.9446	0.9446	NUM
fis-2680	203	6	0.0066656	0.0066656	NUM
fis-2680	203	7	0.667	0.667	NUM
fis-2680	203	8	≅	≅	NUM
fis-2680	203	9	0.362	0.362	NUM
fis-2680	203	10	a-6.5	a-6.5	PROPN
fis-2680	204	1	0.9505	0.9505	NUM
fis-2680	204	2	0.0107417	0.0107417	NUM
fis-2680	204	3	1.074	1.074	NUM
fis-2680	204	4	≅	≅	NUM
fis-2680	204	5	0.590	0.590	NUM
fis-2680	204	6	a-8.4	a-8.4	X
fis-2680	204	7	0.9516	0.9516	NUM
fis-2680	204	8	0.0184035	0.0184035	NUM
fis-2680	204	9	1.840	1.840	NUM
fis-2680	204	10	≅	≅	NUM
fis-2680	204	11	0.944	0.944	NUM
fis-2680	204	12	b-4.6	b-4.6	NOUN
fis-2680	204	13	0.9327	0.9327	NUM
fis-2680	204	14	0.0070843	0.0070843	NUM
fis-2680	204	15	0.708	0.708	NUM
fis-2680	204	16	≅	≅	NUM
fis-2680	204	17	0.203	0.203	NUM
fis-2680	204	18	b-7.4	b-7.4	PROPN
fis-2680	204	19	0.9469	0.9469	NUM
fis-2680	204	20	0.0143020	0.0143020	NUM
fis-2680	204	21	1.430	1.430	NUM
fis-2680	204	22	≅	≅	NUM
fis-2680	204	23	0.663	0.663	NUM
fis-2680	204	24	b-9.3	b-9.3	NOUN
fis-2680	204	25	0.9579	0.9579	NUM
fis-2680	204	26	0.0201287	0.0201287	NUM
fis-2680	204	27	2.013	2.013	NUM
fis-2680	204	28	≅	≅	NUM
fis-2680	204	29	1.235	1.235	NUM
fis-2680	204	30	table	table	NOUN
fis-2680	204	31	4	4	NUM
fis-2680	204	32	:	:	PUNCT
fis-2680	204	33	damage	damage	NOUN
fis-2680	204	34	and	and	CCONJ
fis-2680	204	35	plastic	plastic	NOUN
fis-2680	204	36	distortion	distortion	NOUN
fis-2680	204	37	results	result	NOUN
fis-2680	204	38	for	for	ADP
fis-2680	204	39	the	the	DET
fis-2680	204	40	analysed	analyse	VERB
fis-2680	204	41	beams	beam	NOUN
fis-2680	204	42	.	.	PUNCT
fis-2680	205	1	m.	m.	PROPN
fis-2680	205	2	c.	c.	PROPN
fis-2680	205	3	oliveira	oliveira	PROPN
fis-2680	205	4	et	et	PROPN
fis-2680	205	5	alii	alii	PROPN
fis-2680	205	6	,	,	PUNCT
fis-2680	205	7	frattura	frattura	PROPN
fis-2680	205	8	ed	ed	PROPN
fis-2680	205	9	integrità	integrità	PROPN
fis-2680	205	10	strutturale	strutturale	PROPN
fis-2680	205	11	,	,	PUNCT
fis-2680	205	12	53	53	NUM
fis-2680	205	13	(	(	PUNCT
fis-2680	205	14	2020	2020	NUM
fis-2680	205	15	)	)	PUNCT
fis-2680	205	16	13	13	NUM
fis-2680	205	17	-	-	SYM
fis-2680	205	18	25	25	NUM
fis-2680	205	19	;	;	PUNCT
fis-2680	205	20	doi	doi	NOUN
fis-2680	205	21	:	:	PUNCT
fis-2680	205	22	10.3221	10.3221	NUM
fis-2680	205	23	/	/	SYM
fis-2680	205	24	igf	igf	PROPN
fis-2680	205	25	-	-	PUNCT
fis-2680	205	26	esis.53.02	esis.53.02	ADJ
fis-2680	205	27	22	22	NUM
fis-2680	205	28	figure	figure	NOUN
fis-2680	205	29	5	5	NUM
fis-2680	205	30	:	:	PUNCT
fis-2680	205	31	beam	beam	NOUN
fis-2680	205	32	cracking	cracking	NOUN
fis-2680	205	33	patterns	pattern	NOUN
fis-2680	205	34	after	after	ADP
fis-2680	205	35	impact	impact	NOUN
fis-2680	205	36	.	.	PUNCT
fis-2680	206	1	(	(	PUNCT
fis-2680	206	2	source	source	NOUN
fis-2680	206	3	:	:	PUNCT
fis-2680	206	4	adapted	adapt	VERB
fis-2680	206	5	from	from	ADP
fis-2680	206	6	bhatti	bhatti	PROPN
fis-2680	206	7	et	et	PROPN
fis-2680	206	8	al	al	PROPN
fis-2680	206	9	.	.	PUNCT
fis-2680	207	1	[	[	X
fis-2680	207	2	37	37	NUM
fis-2680	207	3	]	]	NUM
fis-2680	207	4	)	)	PUNCT
fis-2680	207	5	.	.	PUNCT
fis-2680	208	1	note	note	VERB
fis-2680	208	2	that	that	SCONJ
fis-2680	208	3	the	the	DET
fis-2680	208	4	calculated	calculated	ADJ
fis-2680	208	5	plastic	plastic	NOUN
fis-2680	208	6	displacements	displacement	NOUN
fis-2680	208	7	are	be	AUX
fis-2680	208	8	quite	quite	ADV
fis-2680	208	9	close	close	ADJ
fis-2680	208	10	to	to	ADP
fis-2680	208	11	the	the	DET
fis-2680	208	12	experimental	experimental	ADJ
fis-2680	208	13	ones	one	NOUN
fis-2680	208	14	.	.	PUNCT
fis-2680	209	1	the	the	DET
fis-2680	209	2	absolute	absolute	ADJ
fis-2680	209	3	difference	difference	NOUN
fis-2680	209	4	between	between	ADP
fis-2680	209	5	the	the	DET
fis-2680	209	6	estimated	estimate	VERB
fis-2680	209	7	and	and	CCONJ
fis-2680	209	8	experimental	experimental	ADJ
fis-2680	209	9	responses	response	NOUN
fis-2680	209	10	varies	vary	VERB
fis-2680	209	11	from	from	ADP
fis-2680	209	12	0.305	0.305	NUM
fis-2680	209	13	cm	cm	NOUN
fis-2680	209	14	to	to	ADP
fis-2680	209	15	0.846	0.846	NUM
fis-2680	209	16	cm	cm	NOUN
fis-2680	209	17	,	,	PUNCT
fis-2680	209	18	approximately	approximately	ADV
fis-2680	209	19	.	.	PUNCT
fis-2680	210	1	note	note	VERB
fis-2680	210	2	that	that	SCONJ
fis-2680	210	3	in	in	ADP
fis-2680	210	4	all	all	DET
fis-2680	210	5	cases	case	NOUN
fis-2680	210	6	the	the	DET
fis-2680	210	7	estimated	estimate	VERB
fis-2680	210	8	response	response	NOUN
fis-2680	210	9	is	be	AUX
fis-2680	210	10	greater	great	ADJ
fis-2680	210	11	than	than	ADP
fis-2680	210	12	the	the	DET
fis-2680	210	13	experimental	experimental	ADJ
fis-2680	210	14	one	one	NUM
fis-2680	210	15	.	.	PUNCT
fis-2680	211	1	therefore	therefore	ADV
fis-2680	211	2	,	,	PUNCT
fis-2680	211	3	the	the	DET
fis-2680	211	4	proposed	propose	VERB
fis-2680	211	5	procedure	procedure	NOUN
fis-2680	211	6	can	can	AUX
fis-2680	211	7	estimate	estimate	VERB
fis-2680	211	8	the	the	DET
fis-2680	211	9	actual	actual	ADJ
fis-2680	211	10	structural	structural	ADJ
fis-2680	211	11	behaviour	behaviour	NOUN
fis-2680	211	12	analytically	analytically	ADV
fis-2680	211	13	.	.	PUNCT
fis-2680	212	1	since	since	SCONJ
fis-2680	212	2	the	the	DET
fis-2680	212	3	proposed	propose	VERB
fis-2680	212	4	formulation	formulation	NOUN
fis-2680	212	5	can	can	AUX
fis-2680	212	6	be	be	AUX
fis-2680	212	7	applied	apply	VERB
fis-2680	212	8	to	to	ADP
fis-2680	212	9	real	real	ADJ
fis-2680	212	10	problems	problem	NOUN
fis-2680	212	11	quite	quite	ADV
fis-2680	212	12	easily	easily	ADV
fis-2680	212	13	,	,	PUNCT
fis-2680	212	14	a	a	DET
fis-2680	212	15	sequence	sequence	NOUN
fis-2680	212	16	of	of	ADP
fis-2680	212	17	actions	action	NOUN
fis-2680	212	18	is	be	AUX
fis-2680	212	19	proposed	propose	VERB
fis-2680	212	20	based	base	VERB
fis-2680	212	21	on	on	ADP
fis-2680	212	22	the	the	DET
fis-2680	212	23	flowchart	flowchart	NOUN
fis-2680	212	24	shown	show	VERB
fis-2680	212	25	in	in	ADP
fis-2680	212	26	fig	fig	NOUN
fis-2680	212	27	.	.	PUNCT
fis-2680	213	1	6	6	NUM
fis-2680	213	2	.	.	PUNCT
fis-2680	213	3	thus	thus	ADV
fis-2680	213	4	,	,	PUNCT
fis-2680	213	5	during	during	ADP
fis-2680	213	6	accidents	accident	NOUN
fis-2680	213	7	involving	involve	VERB
fis-2680	213	8	impact	impact	NOUN
fis-2680	213	9	load	load	NOUN
fis-2680	213	10	on	on	ADP
fis-2680	213	11	reinforced	reinforce	VERB
fis-2680	213	12	concrete	concrete	ADJ
fis-2680	213	13	structures	structure	NOUN
fis-2680	213	14	,	,	PUNCT
fis-2680	213	15	the	the	DET
fis-2680	213	16	field	field	NOUN
fis-2680	213	17	engineer	engineer	NOUN
fis-2680	213	18	can	can	AUX
fis-2680	213	19	obtain	obtain	VERB
fis-2680	213	20	the	the	DET
fis-2680	213	21	necessary	necessary	ADJ
fis-2680	213	22	parameters	parameter	NOUN
fis-2680	213	23	for	for	ADP
fis-2680	213	24	the	the	DET
fis-2680	213	25	model	model	NOUN
fis-2680	213	26	damage	damage	NOUN
fis-2680	213	27	calculation	calculation	NOUN
fis-2680	213	28	,	,	PUNCT
fis-2680	213	29	which	which	PRON
fis-2680	213	30	are	be	AUX
fis-2680	213	31	:	:	PUNCT
fis-2680	213	32	data	datum	NOUN
fis-2680	213	33	of	of	ADP
fis-2680	213	34	the	the	DET
fis-2680	213	35	structure	structure	NOUN
fis-2680	213	36	characteristics	characteristic	NOUN
fis-2680	213	37	,	,	PUNCT
fis-2680	213	38	obtained	obtain	VERB
fis-2680	213	39	in	in	ADP
fis-2680	213	40	the	the	DET
fis-2680	213	41	design	design	NOUN
fis-2680	213	42	;	;	PUNCT
fis-2680	213	43	data	datum	NOUN
fis-2680	213	44	of	of	ADP
fis-2680	213	45	the	the	DET
fis-2680	213	46	impact	impact	NOUN
fis-2680	213	47	nature	nature	NOUN
fis-2680	213	48	that	that	PRON
fis-2680	213	49	can	can	AUX
fis-2680	213	50	be	be	AUX
fis-2680	213	51	measured	measure	VERB
fis-2680	213	52	with	with	ADP
fis-2680	213	53	an	an	DET
fis-2680	213	54	analysis	analysis	NOUN
fis-2680	213	55	of	of	ADP
fis-2680	213	56	where	where	SCONJ
fis-2680	213	57	the	the	DET
fis-2680	213	58	accident	accident	NOUN
fis-2680	213	59	occurred	occur	VERB
fis-2680	213	60	and	and	CCONJ
fis-2680	213	61	the	the	DET
fis-2680	213	62	application	application	NOUN
fis-2680	213	63	of	of	ADP
fis-2680	213	64	basic	basic	ADJ
fis-2680	213	65	concepts	concept	NOUN
fis-2680	213	66	of	of	ADP
fis-2680	213	67	physics	physics	NOUN
fis-2680	213	68	.	.	PUNCT
fis-2680	214	1	thus	thus	ADV
fis-2680	214	2	,	,	PUNCT
fis-2680	214	3	from	from	ADP
fis-2680	214	4	the	the	DET
fis-2680	214	5	level	level	NOUN
fis-2680	214	6	of	of	ADP
fis-2680	214	7	permanent	permanent	ADJ
fis-2680	214	8	deformation	deformation	NOUN
fis-2680	214	9	of	of	ADP
fis-2680	214	10	the	the	DET
fis-2680	214	11	structure	structure	NOUN
fis-2680	214	12	,	,	PUNCT
fis-2680	214	13	it	it	PRON
fis-2680	214	14	is	be	AUX
fis-2680	214	15	possible	possible	ADJ
fis-2680	214	16	to	to	PART
fis-2680	214	17	calculate	calculate	VERB
fis-2680	214	18	the	the	DET
fis-2680	214	19	plastic	plastic	ADJ
fis-2680	214	20	distortion	distortion	NOUN
fis-2680	214	21	.	.	PUNCT
fis-2680	215	1	then	then	ADV
fis-2680	215	2	the	the	DET
fis-2680	215	3	damage	damage	NOUN
fis-2680	215	4	(	(	PUNCT
fis-2680	215	5	ds	ds	NOUN
fis-2680	215	6	)	)	PUNCT
fis-2680	215	7	and	and	CCONJ
fis-2680	215	8	maximum	maximum	ADJ
fis-2680	215	9	displacement	displacement	NOUN
fis-2680	215	10	(	(	PUNCT
fis-2680	215	11	wmax	wmax	NOUN
fis-2680	215	12	)	)	PUNCT
fis-2680	215	13	values	value	NOUN
fis-2680	215	14	are	be	AUX
fis-2680	215	15	calculated	calculate	VERB
fis-2680	215	16	based	base	VERB
fis-2680	215	17	on	on	ADP
fis-2680	215	18	eqn	eqn	NOUN
fis-2680	215	19	.	.	PUNCT
fis-2680	216	1	(	(	PUNCT
fis-2680	216	2	22	22	NUM
fis-2680	216	3	)	)	PUNCT
fis-2680	216	4	.	.	PUNCT
fis-2680	217	1	finally	finally	ADV
fis-2680	217	2	,	,	PUNCT
fis-2680	217	3	as	as	SCONJ
fis-2680	217	4	observed	observe	VERB
fis-2680	217	5	in	in	ADP
fis-2680	217	6	the	the	DET
fis-2680	217	7	experiments	experiment	NOUN
fis-2680	217	8	of	of	ADP
fis-2680	217	9	zhao	zhao	PROPN
fis-2680	217	10	et	et	PROPN
fis-2680	217	11	.	.	PUNCT
fis-2680	218	1	al	al	PROPN
fis-2680	218	2	.	.	PUNCT
fis-2680	219	1	[	[	X
fis-2680	219	2	22	22	NUM
fis-2680	219	3	]	]	PUNCT
fis-2680	219	4	,	,	PUNCT
fis-2680	219	5	the	the	DET
fis-2680	219	6	damage	damage	NOUN
fis-2680	219	7	variable	variable	NOUN
fis-2680	219	8	indicates	indicate	VERB
fis-2680	219	9	how	how	SCONJ
fis-2680	219	10	severe	severe	ADJ
fis-2680	219	11	the	the	DET
fis-2680	219	12	impact	impact	NOUN
fis-2680	219	13	load	load	NOUN
fis-2680	219	14	was	be	AUX
fis-2680	219	15	and	and	CCONJ
fis-2680	219	16	,	,	PUNCT
fis-2680	219	17	then	then	ADV
fis-2680	219	18	,	,	PUNCT
fis-2680	219	19	could	could	AUX
fis-2680	219	20	be	be	AUX
fis-2680	219	21	used	use	VERB
fis-2680	219	22	to	to	PART
fis-2680	219	23	create	create	VERB
fis-2680	219	24	practical	practical	ADJ
fis-2680	219	25	engineering	engineering	NOUN
fis-2680	219	26	criteria	criterion	NOUN
fis-2680	219	27	.	.	PUNCT
fis-2680	220	1	figure	figure	VERB
fis-2680	220	2	6	6	NUM
fis-2680	220	3	:	:	PUNCT
fis-2680	220	4	demonstrative	demonstrative	ADJ
fis-2680	220	5	flowchart	flowchart	NOUN
fis-2680	220	6	of	of	ADP
fis-2680	220	7	the	the	DET
fis-2680	220	8	structural	structural	ADJ
fis-2680	220	9	accident	accident	NOUN
fis-2680	220	10	assessment	assessment	NOUN
fis-2680	220	11	procedure	procedure	NOUN
fis-2680	220	12	.	.	PUNCT
fis-2680	221	1	m.	m.	NOUN
fis-2680	221	2	c.	c.	PROPN
fis-2680	221	3	oliveira	oliveira	PROPN
fis-2680	221	4	et	et	PROPN
fis-2680	221	5	alii	alii	PROPN
fis-2680	221	6	,	,	PUNCT
fis-2680	221	7	frattura	frattura	PROPN
fis-2680	221	8	ed	ed	PROPN
fis-2680	221	9	integrità	integrità	PROPN
fis-2680	221	10	strutturale	strutturale	PROPN
fis-2680	221	11	,	,	PUNCT
fis-2680	221	12	53	53	NUM
fis-2680	221	13	(	(	PUNCT
fis-2680	221	14	2020	2020	NUM
fis-2680	221	15	)	)	PUNCT
fis-2680	221	16	13	13	NUM
fis-2680	221	17	-	-	SYM
fis-2680	221	18	25	25	NUM
fis-2680	221	19	;	;	PUNCT
fis-2680	221	20	doi	doi	NOUN
fis-2680	221	21	:	:	PUNCT
fis-2680	221	22	10.3221	10.3221	NUM
fis-2680	221	23	/	/	SYM
fis-2680	221	24	igf	igf	PROPN
fis-2680	221	25	-	-	PUNCT
fis-2680	221	26	esis.53.02	esis.53.02	ADJ
fis-2680	221	27	23	23	NUM
fis-2680	221	28	conclusions	conclusion	NOUN
fis-2680	221	29	he	he	PRON
fis-2680	221	30	proposed	propose	VERB
fis-2680	221	31	shear	shear	NOUN
fis-2680	221	32	impact	impact	NOUN
fis-2680	221	33	model	model	NOUN
fis-2680	221	34	was	be	AUX
fis-2680	221	35	able	able	ADJ
fis-2680	221	36	to	to	PART
fis-2680	221	37	obtain	obtain	VERB
fis-2680	221	38	damage	damage	NOUN
fis-2680	221	39	,	,	PUNCT
fis-2680	221	40	plastic	plastic	ADJ
fis-2680	221	41	distortion	distortion	NOUN
fis-2680	221	42	and	and	CCONJ
fis-2680	221	43	plastic	plastic	ADJ
fis-2680	221	44	displacement	displacement	ADJ
fis-2680	221	45	values	value	NOUN
fis-2680	221	46	for	for	ADP
fis-2680	221	47	each	each	DET
fis-2680	221	48	beam	beam	NOUN
fis-2680	221	49	tested	test	VERB
fis-2680	221	50	by	by	ADP
fis-2680	221	51	zhao	zhao	PROPN
fis-2680	221	52	et	et	PROPN
fis-2680	221	53	al	al	PROPN
fis-2680	221	54	.	.	PUNCT
fis-2680	222	1	[	[	X
fis-2680	222	2	22	22	NUM
fis-2680	222	3	]	]	PUNCT
fis-2680	222	4	and	and	CCONJ
fis-2680	222	5	bhatti	bhatti	PROPN
fis-2680	222	6	et	et	PROPN
fis-2680	222	7	al	al	PROPN
fis-2680	222	8	.	.	PUNCT
fis-2680	223	1	[	[	X
fis-2680	223	2	37	37	NUM
fis-2680	223	3	]	]	PUNCT
fis-2680	223	4	.	.	PUNCT
fis-2680	224	1	this	this	DET
fis-2680	224	2	damage	damage	NOUN
fis-2680	224	3	variable	variable	NOUN
fis-2680	224	4	is	be	AUX
fis-2680	224	5	associated	associate	VERB
fis-2680	224	6	with	with	ADP
fis-2680	224	7	the	the	DET
fis-2680	224	8	cracking	cracking	NOUN
fis-2680	224	9	level	level	NOUN
fis-2680	224	10	of	of	ADP
fis-2680	224	11	the	the	DET
fis-2680	224	12	beam	beam	NOUN
fis-2680	224	13	due	due	ADP
fis-2680	224	14	to	to	ADP
fis-2680	224	15	the	the	DET
fis-2680	224	16	shear	shear	NOUN
fis-2680	224	17	effect	effect	NOUN
fis-2680	224	18	.	.	PUNCT
fis-2680	225	1	analogously	analogously	ADV
fis-2680	225	2	,	,	PUNCT
fis-2680	225	3	the	the	DET
fis-2680	225	4	calculated	calculated	ADJ
fis-2680	225	5	plastic	plastic	NOUN
fis-2680	225	6	distortion	distortion	NOUN
fis-2680	225	7	is	be	AUX
fis-2680	225	8	associated	associate	VERB
fis-2680	225	9	with	with	ADP
fis-2680	225	10	the	the	DET
fis-2680	225	11	stirrup	stirrup	NOUN
fis-2680	225	12	yielding	yield	VERB
fis-2680	225	13	.	.	PUNCT
fis-2680	226	1	note	note	VERB
fis-2680	226	2	that	that	SCONJ
fis-2680	226	3	the	the	DET
fis-2680	226	4	damage	damage	NOUN
fis-2680	226	5	and	and	CCONJ
fis-2680	226	6	plastic	plastic	ADJ
fis-2680	226	7	displacement	displacement	ADJ
fis-2680	226	8	values	value	NOUN
fis-2680	226	9	calculated	calculate	VERB
fis-2680	226	10	with	with	ADP
fis-2680	226	11	the	the	DET
fis-2680	226	12	proposed	propose	VERB
fis-2680	226	13	formulation	formulation	NOUN
fis-2680	226	14	are	be	AUX
fis-2680	226	15	in	in	ADP
fis-2680	226	16	agreement	agreement	NOUN
fis-2680	226	17	with	with	ADP
fis-2680	226	18	the	the	DET
fis-2680	226	19	experimental	experimental	ADJ
fis-2680	226	20	observations	observation	NOUN
fis-2680	226	21	of	of	ADP
fis-2680	226	22	zhao	zhao	PROPN
fis-2680	226	23	et	et	PROPN
fis-2680	226	24	al	al	PROPN
fis-2680	226	25	.	.	PUNCT
fis-2680	227	1	[	[	X
fis-2680	227	2	22	22	NUM
fis-2680	227	3	]	]	PUNCT
fis-2680	227	4	.	.	PUNCT
fis-2680	228	1	a	a	DET
fis-2680	228	2	possibility	possibility	NOUN
fis-2680	228	3	for	for	ADP
fis-2680	228	4	practical	practical	ADJ
fis-2680	228	5	applications	application	NOUN
fis-2680	228	6	is	be	AUX
fis-2680	228	7	represented	represent	VERB
fis-2680	228	8	by	by	ADP
fis-2680	228	9	a	a	DET
fis-2680	228	10	flowchart	flowchart	NOUN
fis-2680	228	11	(	(	PUNCT
fis-2680	228	12	fig	fig	NOUN
fis-2680	228	13	.	.	PUNCT
fis-2680	229	1	6	6	NUM
fis-2680	229	2	)	)	PUNCT
fis-2680	229	3	that	that	PRON
fis-2680	229	4	describes	describe	VERB
fis-2680	229	5	the	the	DET
fis-2680	229	6	procedure	procedure	NOUN
fis-2680	229	7	for	for	ADP
fis-2680	229	8	obtaining	obtain	VERB
fis-2680	229	9	the	the	DET
fis-2680	229	10	necessary	necessary	ADJ
fis-2680	229	11	data	datum	NOUN
fis-2680	229	12	and	and	CCONJ
fis-2680	229	13	then	then	ADV
fis-2680	229	14	indicates	indicate	VERB
fis-2680	229	15	their	their	PRON
fis-2680	229	16	application	application	NOUN
fis-2680	229	17	in	in	ADP
fis-2680	229	18	the	the	DET
fis-2680	229	19	proposed	propose	VERB
fis-2680	229	20	model	model	NOUN
fis-2680	229	21	,	,	PUNCT
fis-2680	229	22	obtaining	obtain	VERB
fis-2680	229	23	the	the	DET
fis-2680	229	24	damage	damage	NOUN
fis-2680	229	25	values	value	NOUN
fis-2680	229	26	and	and	CCONJ
fis-2680	229	27	maximum	maximum	ADJ
fis-2680	229	28	displacement	displacement	NOUN
fis-2680	229	29	of	of	ADP
fis-2680	229	30	the	the	DET
fis-2680	229	31	structure	structure	NOUN
fis-2680	229	32	.	.	PUNCT
fis-2680	230	1	by	by	ADP
fis-2680	230	2	means	mean	NOUN
fis-2680	230	3	of	of	ADP
fis-2680	230	4	the	the	DET
fis-2680	230	5	damage	damage	NOUN
fis-2680	230	6	value	value	NOUN
fis-2680	230	7	,	,	PUNCT
fis-2680	230	8	it	it	PRON
fis-2680	230	9	is	be	AUX
fis-2680	230	10	possible	possible	ADJ
fis-2680	230	11	to	to	PART
fis-2680	230	12	objectively	objectively	ADV
fis-2680	230	13	evaluate	evaluate	VERB
fis-2680	230	14	cracking	cracking	NOUN
fis-2680	230	15	level	level	NOUN
fis-2680	230	16	of	of	ADP
fis-2680	230	17	the	the	DET
fis-2680	230	18	structural	structural	ADJ
fis-2680	230	19	element	element	NOUN
fis-2680	230	20	and	and	CCONJ
fis-2680	230	21	then	then	ADV
fis-2680	230	22	determine	determine	VERB
fis-2680	230	23	its	its	PRON
fis-2680	230	24	type	type	NOUN
fis-2680	230	25	of	of	ADP
fis-2680	230	26	rehabilitation	rehabilitation	NOUN
fis-2680	230	27	.	.	PUNCT
fis-2680	231	1	therefore	therefore	ADV
fis-2680	231	2	,	,	PUNCT
fis-2680	231	3	further	further	ADJ
fis-2680	231	4	experiments	experiment	NOUN
fis-2680	231	5	are	be	AUX
fis-2680	231	6	needed	need	VERB
fis-2680	231	7	to	to	PART
fis-2680	231	8	corroborate	corroborate	VERB
fis-2680	231	9	and	and	CCONJ
fis-2680	231	10	validate	validate	VERB
fis-2680	231	11	the	the	DET
fis-2680	231	12	accuracy	accuracy	NOUN
fis-2680	231	13	of	of	ADP
fis-2680	231	14	the	the	DET
fis-2680	231	15	proposed	propose	VERB
fis-2680	231	16	formulation	formulation	NOUN
fis-2680	231	17	.	.	PUNCT
fis-2680	232	1	notwithstanding	notwithstanding	ADV
fis-2680	232	2	,	,	PUNCT
fis-2680	232	3	it	it	PRON
fis-2680	232	4	is	be	AUX
fis-2680	232	5	expected	expect	VERB
fis-2680	232	6	that	that	SCONJ
fis-2680	232	7	with	with	ADP
fis-2680	232	8	a	a	DET
fis-2680	232	9	larger	large	ADJ
fis-2680	232	10	experimental	experimental	ADJ
fis-2680	232	11	campaign	campaign	NOUN
fis-2680	232	12	it	it	PRON
fis-2680	232	13	will	will	AUX
fis-2680	232	14	be	be	AUX
fis-2680	232	15	possible	possible	ADJ
fis-2680	232	16	to	to	PART
fis-2680	232	17	adjust	adjust	VERB
fis-2680	232	18	equations	equation	NOUN
fis-2680	232	19	that	that	PRON
fis-2680	232	20	describe	describe	VERB
fis-2680	232	21	the	the	DET
fis-2680	232	22	concrete	concrete	ADJ
fis-2680	232	23	crack	crack	NOUN
fis-2680	232	24	resistance	resistance	NOUN
fis-2680	232	25	and	and	CCONJ
fis-2680	232	26	reinforcement	reinforcement	NOUN
fis-2680	232	27	yielding	yielding	NOUN
fis-2680	232	28	,	,	PUNCT
fis-2680	232	29	similar	similar	ADJ
fis-2680	232	30	to	to	ADP
fis-2680	232	31	that	that	PRON
fis-2680	232	32	performed	perform	VERB
fis-2680	232	33	by	by	ADP
fis-2680	232	34	teles	tele	NOUN
fis-2680	232	35	et	et	PROPN
fis-2680	232	36	.	.	PUNCT
fis-2680	233	1	al	al	PROPN
fis-2680	233	2	.	.	PUNCT
fis-2680	234	1	[	[	X
fis-2680	234	2	29	29	NUM
fis-2680	234	3	]	]	PUNCT
fis-2680	234	4	.	.	PUNCT
fis-2680	235	1	additionally	additionally	ADV
fis-2680	235	2	,	,	PUNCT
fis-2680	235	3	with	with	ADP
fis-2680	235	4	more	more	ADJ
fis-2680	235	5	results	result	NOUN
fis-2680	235	6	it	it	PRON
fis-2680	235	7	is	be	AUX
fis-2680	235	8	possible	possible	ADJ
fis-2680	235	9	to	to	PART
fis-2680	235	10	relate	relate	VERB
fis-2680	235	11	damage	damage	NOUN
fis-2680	235	12	ranges	range	NOUN
fis-2680	235	13	with	with	ADP
fis-2680	235	14	repair	repair	NOUN
fis-2680	235	15	levels	level	NOUN
fis-2680	235	16	,	,	PUNCT
fis-2680	235	17	similar	similar	ADJ
fis-2680	235	18	to	to	ADP
fis-2680	235	19	the	the	DET
fis-2680	235	20	ones	one	NOUN
fis-2680	235	21	proposed	propose	VERB
fis-2680	235	22	by	by	ADP
fis-2680	235	23	flórez	flórez	NOUN
fis-2680	235	24	-	-	PUNCT
fis-2680	235	25	lópez	lópez	NOUN
fis-2680	235	26	et	et	NOUN
fis-2680	235	27	al	al	PROPN
fis-2680	235	28	.	.	PUNCT
fis-2680	236	1	[	[	X
fis-2680	236	2	4	4	X
fis-2680	236	3	]	]	PUNCT
fis-2680	236	4	for	for	ADP
fis-2680	236	5	static	static	ADJ
fis-2680	236	6	loadings	loading	NOUN
fis-2680	236	7	.	.	PUNCT
fis-2680	237	1	acknowledgements	acknowledgement	NOUN
fis-2680	237	2	he	he	PRON
fis-2680	237	3	authors	author	NOUN
fis-2680	237	4	thank	thank	VERB
fis-2680	237	5	the	the	DET
fis-2680	237	6	laboratory	laboratory	NOUN
fis-2680	237	7	of	of	ADP
fis-2680	237	8	mathematical	mathematical	ADJ
fis-2680	237	9	modelling	modelling	NOUN
fis-2680	237	10	in	in	ADP
fis-2680	237	11	civil	civil	ADJ
fis-2680	237	12	engineering	engineering	NOUN
fis-2680	237	13	of	of	ADP
fis-2680	237	14	the	the	DET
fis-2680	237	15	post	post	ADJ
fis-2680	237	16	-	-	ADJ
fis-2680	237	17	graduation	graduation	ADJ
fis-2680	237	18	programme	programme	NOUN
fis-2680	237	19	in	in	ADP
fis-2680	237	20	civil	civil	ADJ
fis-2680	237	21	engineering	engineering	NOUN
fis-2680	237	22	of	of	ADP
fis-2680	237	23	the	the	DET
fis-2680	237	24	federal	federal	ADJ
fis-2680	237	25	university	university	PROPN
fis-2680	237	26	of	of	ADP
fis-2680	237	27	sergipe	sergipe	NOUN
fis-2680	237	28	–	–	PUNCT
fis-2680	237	29	lamec	lamec	PROPN
fis-2680	237	30	/	/	SYM
fis-2680	237	31	proec	proec	NOUN
fis-2680	237	32	/	/	SYM
fis-2680	237	33	ufs	ufs	NOUN
fis-2680	237	34	for	for	ADP
fis-2680	237	35	the	the	DET
fis-2680	237	36	physical	physical	ADJ
fis-2680	237	37	space	space	NOUN
fis-2680	237	38	during	during	ADP
fis-2680	237	39	the	the	DET
fis-2680	237	40	development	development	NOUN
fis-2680	237	41	of	of	ADP
fis-2680	237	42	this	this	DET
fis-2680	237	43	work	work	NOUN
fis-2680	237	44	.	.	PUNCT
fis-2680	238	1	the	the	DET
fis-2680	238	2	second	second	ADJ
fis-2680	238	3	author	author	NOUN
fis-2680	238	4	thanks	thank	NOUN
fis-2680	238	5	copes	cope	VERB
fis-2680	238	6	/	/	SYM
fis-2680	238	7	posgrap	posgrap	PROPN
fis-2680	238	8	/	/	SYM
fis-2680	238	9	ufs	ufs	NOUN
fis-2680	238	10	for	for	ADP
fis-2680	238	11	their	their	PRON
fis-2680	238	12	financial	financial	ADJ
fis-2680	238	13	support	support	NOUN
fis-2680	238	14	.	.	PUNCT
fis-2680	239	1	references	reference	NOUN
fis-2680	239	2	[	[	X
fis-2680	239	3	1	1	NUM
fis-2680	239	4	]	]	PUNCT
fis-2680	239	5	broek	broek	PROPN
fis-2680	239	6	,	,	PUNCT
fis-2680	239	7	d.	d.	PROPN
fis-2680	239	8	(	(	PUNCT
fis-2680	239	9	1984	1984	NUM
fis-2680	239	10	)	)	PUNCT
fis-2680	239	11	.	.	PUNCT
fis-2680	240	1	elementary	elementary	ADJ
fis-2680	240	2	engineering	engineering	PROPN
fis-2680	240	3	fracture	fracture	PROPN
fis-2680	240	4	mechanics	mechanic	NOUN
fis-2680	240	5	,	,	PUNCT
fis-2680	240	6	dordrecht	dordrecht	PROPN
fis-2680	240	7	,	,	PUNCT
fis-2680	240	8	martinus	martinus	PROPN
fis-2680	240	9	nijhoff	nijhoff	NOUN
fis-2680	240	10	publishers	publisher	NOUN
fis-2680	240	11	.	.	PUNCT
fis-2680	241	1	[	[	X
fis-2680	241	2	2	2	NUM
fis-2680	241	3	]	]	X
fis-2680	241	4	lemaitre	lemaitre	PROPN
fis-2680	241	5	,	,	PUNCT
fis-2680	241	6	j.	j.	PROPN
fis-2680	241	7	,	,	PUNCT
fis-2680	241	8	chaboche	chaboche	PROPN
fis-2680	241	9	,	,	PUNCT
fis-2680	241	10	j.l	j.l	PROPN
fis-2680	241	11	.	.	PROPN
fis-2680	241	12	(	(	PUNCT
fis-2680	241	13	1985	1985	NUM
fis-2680	241	14	)	)	PUNCT
fis-2680	241	15	.	.	PUNCT
fis-2680	242	1	mécaniques	mécaniques	PROPN
fis-2680	242	2	des	des	PROPN
fis-2680	242	3	matériaux	matériaux	PROPN
fis-2680	242	4	solides	solides	PROPN
fis-2680	242	5	,	,	PUNCT
fis-2680	242	6	1	1	NUM
fis-2680	242	7	.	.	PUNCT
fis-2680	243	1	ed	ed	NOUN
fis-2680	243	2	.	.	PROPN
fis-2680	243	3	,	,	PUNCT
fis-2680	243	4	paris	paris	PROPN
fis-2680	243	5	,	,	PUNCT
fis-2680	243	6	dunod	dunod	PROPN
fis-2680	243	7	.	.	PUNCT
fis-2680	244	1	[	[	X
fis-2680	244	2	3	3	NUM
fis-2680	244	3	]	]	SYM
fis-2680	244	4	flórez	flórez	NOUN
fis-2680	244	5	-	-	PUNCT
fis-2680	244	6	lópez	lópez	NOUN
fis-2680	244	7	,	,	PUNCT
fis-2680	244	8	j.	j.	PROPN
fis-2680	244	9	(	(	PUNCT
fis-2680	244	10	1991	1991	NUM
fis-2680	244	11	)	)	PUNCT
fis-2680	244	12	.	.	PUNCT
fis-2680	245	1	modelos	modelos	PROPN
fis-2680	245	2	de	de	X
fis-2680	245	3	daño	daño	PROPN
fis-2680	245	4	concentrado	concentrado	PROPN
fis-2680	245	5	para	para	NOUN
fis-2680	245	6	la	la	PROPN
fis-2680	245	7	simulación	simulación	PROPN
fis-2680	245	8	del	del	PROPN
fis-2680	245	9	colapso	colapso	PROPN
fis-2680	245	10	de	de	PROPN
fis-2680	245	11	pórticos	pórticos	PROPN
fis-2680	245	12	planos	planos	PROPN
fis-2680	245	13	,	,	PUNCT
fis-2680	245	14	rev	rev	PROPN
fis-2680	245	15	.	.	PROPN
fis-2680	246	1	int	int	PROPN
fis-2680	246	2	.	.	PUNCT
fis-2680	247	1	metod	metod	PROPN
fis-2680	247	2	.	.	PUNCT
fis-2680	248	1	numer	numer	PROPN
fis-2680	248	2	.	.	PROPN
fis-2680	248	3	,	,	PUNCT
fis-2680	248	4	9(2	9(2	NUM
fis-2680	248	5	)	)	PUNCT
fis-2680	248	6	,	,	PUNCT
fis-2680	249	1	pp	pp	ADJ
fis-2680	249	2	.	.	PUNCT
fis-2680	250	1	123	123	NUM
fis-2680	250	2	-	-	SYM
fis-2680	250	3	139	139	NUM
fis-2680	250	4	.	.	PUNCT
fis-2680	251	1	[	[	X
fis-2680	251	2	4	4	NUM
fis-2680	251	3	]	]	SYM
fis-2680	251	4	flórez	flórez	NOUN
fis-2680	251	5	-	-	PUNCT
fis-2680	251	6	lópez	lópez	NOUN
fis-2680	251	7	,	,	PUNCT
fis-2680	251	8	j.	j.	PROPN
fis-2680	251	9	,	,	PUNCT
fis-2680	251	10	marante	marante	PROPN
fis-2680	251	11	,	,	PUNCT
fis-2680	251	12	m.e	m.e	PROPN
fis-2680	251	13	.	.	PROPN
fis-2680	251	14	,	,	PUNCT
fis-2680	251	15	picón	picón	PROPN
fis-2680	251	16	,	,	PUNCT
fis-2680	251	17	r.	r.	PROPN
fis-2680	251	18	(	(	PUNCT
fis-2680	251	19	2015	2015	NUM
fis-2680	251	20	)	)	PUNCT
fis-2680	251	21	.	.	PUNCT
fis-2680	252	1	fracture	fracture	NOUN
fis-2680	252	2	and	and	CCONJ
fis-2680	252	3	damage	damage	NOUN
fis-2680	252	4	mechanics	mechanic	NOUN
fis-2680	252	5	for	for	ADP
fis-2680	252	6	structural	structural	ADJ
fis-2680	252	7	engineering	engineering	NOUN
fis-2680	252	8	of	of	ADP
fis-2680	252	9	frames	frame	NOUN
fis-2680	252	10	:	:	PUNCT
fis-2680	252	11	state	state	NOUN
fis-2680	252	12	-	-	PUNCT
fis-2680	252	13	of	of	ADP
fis-2680	252	14	-	-	PUNCT
fis-2680	252	15	the	the	DET
fis-2680	252	16	-	-	PUNCT
fis-2680	252	17	art	art	NOUN
fis-2680	252	18	industrial	industrial	ADJ
fis-2680	252	19	applications	application	NOUN
fis-2680	252	20	,	,	PUNCT
fis-2680	252	21	hershey	hershey	PROPN
fis-2680	252	22	,	,	PUNCT
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fis-2680	252	25	.	.	PUNCT
fis-2680	253	1	doi	doi	NOUN
fis-2680	253	2	:	:	PUNCT
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fis-2680	253	4	-	-	SYM
fis-2680	253	5	1	1	NUM
fis-2680	253	6	-	-	PUNCT
fis-2680	253	7	4666	4666	NUM
fis-2680	253	8	-	-	PUNCT
fis-2680	253	9	6379	6379	NUM
fis-2680	253	10	-	-	SYM
fis-2680	253	11	4	4	NUM
fis-2680	253	12	.	.	PUNCT
fis-2680	254	1	[	[	X
fis-2680	254	2	5	5	NUM
fis-2680	254	3	]	]	PUNCT
fis-2680	254	4	cipollina	cipollina	NOUN
fis-2680	254	5	,	,	PUNCT
fis-2680	254	6	a.	a.	NOUN
fis-2680	254	7	,	,	PUNCT
fis-2680	254	8	lópez	lópez	NOUN
fis-2680	254	9	-	-	PUNCT
fis-2680	254	10	inojosa	inojosa	NOUN
fis-2680	254	11	,	,	PUNCT
fis-2680	254	12	a.	a.	NOUN
fis-2680	254	13	,	,	PUNCT
fis-2680	254	14	flórez	flórez	NOUN
fis-2680	254	15	-	-	PUNCT
fis-2680	254	16	lópez	lópez	NOUN
fis-2680	254	17	,	,	PUNCT
fis-2680	254	18	j.	j.	PROPN
fis-2680	254	19	(	(	PUNCT
fis-2680	254	20	1995	1995	NUM
fis-2680	254	21	)	)	PUNCT
fis-2680	254	22	.	.	PUNCT
fis-2680	255	1	a	a	DET
fis-2680	255	2	simplified	simplified	ADJ
fis-2680	255	3	damage	damage	NOUN
fis-2680	255	4	mechanics	mechanic	NOUN
fis-2680	255	5	approach	approach	NOUN
fis-2680	255	6	to	to	ADP
fis-2680	255	7	nonlinear	nonlinear	ADJ
fis-2680	255	8	analysis	analysis	NOUN
fis-2680	255	9	of	of	ADP
fis-2680	255	10	frames	frame	NOUN
fis-2680	255	11	.	.	PUNCT
fis-2680	256	1	comput	comput	NOUN
fis-2680	256	2	.	.	PUNCT
fis-2680	257	1	struct	struct	NOUN
fis-2680	257	2	.	.	PUNCT
fis-2680	257	3	,	,	PUNCT
fis-2680	257	4	54(6	54(6	NOUN
fis-2680	257	5	)	)	PUNCT
fis-2680	257	6	,	,	PUNCT
fis-2680	257	7	pp	pp	ADJ
fis-2680	257	8	.	.	PUNCT
fis-2680	258	1	1113	1113	NUM
fis-2680	258	2	-	-	SYM
fis-2680	258	3	1126	1126	NUM
fis-2680	258	4	.	.	PUNCT
fis-2680	259	1	doi	doi	NOUN
fis-2680	259	2	:	:	PUNCT
fis-2680	259	3	10.1016/0045	10.1016/0045	NUM
fis-2680	259	4	-	-	PUNCT
fis-2680	259	5	7949(94)00394	7949(94)00394	NUM
fis-2680	259	6	-	-	NOUN
fis-2680	259	7	i.	i.	NOUN
fis-2680	260	1	[	[	X
fis-2680	260	2	6	6	NUM
fis-2680	260	3	]	]	X
fis-2680	260	4	liu	liu	PROPN
fis-2680	260	5	,	,	PUNCT
fis-2680	260	6	y.-b	y.-b	PROPN
fis-2680	260	7	.	.	PROPN
fis-2680	260	8	,	,	PUNCT
fis-2680	260	9	liu	liu	PROPN
fis-2680	260	10	,	,	PUNCT
fis-2680	260	11	j.-b	j.-b	PROPN
fis-2680	260	12	.	.	PUNCT
fis-2680	261	1	(	(	PUNCT
fis-2680	261	2	2004	2004	NUM
fis-2680	261	3	)	)	PUNCT
fis-2680	261	4	.	.	PUNCT
fis-2680	262	1	a	a	DET
fis-2680	262	2	damage	damage	NOUN
fis-2680	262	3	beam	beam	NOUN
fis-2680	262	4	element	element	NOUN
fis-2680	262	5	model	model	NOUN
fis-2680	262	6	for	for	ADP
fis-2680	262	7	nonlinear	nonlinear	ADJ
fis-2680	262	8	analysis	analysis	NOUN
fis-2680	262	9	of	of	ADP
fis-2680	262	10	reinforced	reinforce	VERB
fis-2680	262	11	concrete	concrete	ADJ
fis-2680	262	12	member	member	NOUN
fis-2680	262	13	,	,	PUNCT
fis-2680	262	14	earthq	earthq	PROPN
fis-2680	262	15	.	.	PUNCT
fis-2680	263	1	eng	eng	PROPN
fis-2680	263	2	.	.	PUNCT
fis-2680	264	1	eng	eng	PROPN
fis-2680	264	2	.	.	PUNCT
fis-2680	265	1	vib	vib	PROPN
fis-2680	265	2	.	.	PROPN
fis-2680	265	3	,	,	PUNCT
fis-2680	265	4	24(2	24(2	NUM
fis-2680	265	5	)	)	PUNCT
fis-2680	265	6	,	,	PUNCT
fis-2680	265	7	pp	pp	ADP
fis-2680	265	8	.	.	PUNCT
fis-2680	266	1	95	95	NUM
fis-2680	266	2	-	-	SYM
fis-2680	266	3	100	100	NUM
fis-2680	266	4	.	.	PUNCT
fis-2680	267	1	[	[	X
fis-2680	267	2	7	7	NUM
fis-2680	267	3	]	]	X
fis-2680	267	4	araujo	araujo	NOUN
fis-2680	267	5	,	,	PUNCT
fis-2680	267	6	f.	f.	PROPN
fis-2680	267	7	,	,	PUNCT
fis-2680	267	8	proença	proença	NOUN
fis-2680	267	9	,	,	PUNCT
fis-2680	267	10	s.p.b	s.p.b	NOUN
fis-2680	267	11	.	.	PUNCT
fis-2680	267	12	(	(	PUNCT
fis-2680	267	13	2008	2008	NUM
fis-2680	267	14	)	)	PUNCT
fis-2680	267	15	.	.	PUNCT
fis-2680	268	1	application	application	NOUN
fis-2680	268	2	of	of	ADP
fis-2680	268	3	a	a	DET
fis-2680	268	4	lumped	lump	VERB
fis-2680	268	5	dissipation	dissipation	NOUN
fis-2680	268	6	model	model	NOUN
fis-2680	268	7	to	to	AUX
fis-2680	268	8	reinforced	reinforce	VERB
fis-2680	268	9	concrete	concrete	ADJ
fis-2680	268	10	structures	structure	NOUN
fis-2680	268	11	with	with	ADP
fis-2680	268	12	the	the	DET
fis-2680	268	13	consideration	consideration	NOUN
fis-2680	268	14	of	of	ADP
fis-2680	268	15	residual	residual	ADJ
fis-2680	268	16	strains	strain	NOUN
fis-2680	268	17	and	and	CCONJ
fis-2680	268	18	cycles	cycle	NOUN
fis-2680	268	19	of	of	ADP
fis-2680	268	20	hysteresis	hysteresis	NOUN
fis-2680	268	21	,	,	PUNCT
fis-2680	268	22	j.	j.	PROPN
fis-2680	268	23	mech	mech	PROPN
fis-2680	268	24	.	.	PUNCT
fis-2680	269	1	mater	mater	PROPN
fis-2680	269	2	.	.	PUNCT
fis-2680	269	3	struct	struct	NOUN
fis-2680	269	4	.	.	PUNCT
fis-2680	269	5	,	,	PUNCT
fis-2680	269	6	3(5	3(5	NUM
fis-2680	269	7	)	)	PUNCT
fis-2680	269	8	,	,	PUNCT
fis-2680	269	9	pp	pp	ADJ
fis-2680	269	10	.	.	PUNCT
fis-2680	270	1	1011	1011	NUM
fis-2680	270	2	-	-	SYM
fis-2680	270	3	1031	1031	NUM
fis-2680	270	4	.	.	PUNCT
fis-2680	271	1	doi	doi	NOUN
fis-2680	271	2	:	:	PUNCT
fis-2680	271	3	10.2140	10.2140	NUM
fis-2680	271	4	/	/	SYM
fis-2680	271	5	jomms.2008.3.1011	jomms.2008.3.1011	PROPN
fis-2680	271	6	.	.	PUNCT
fis-2680	272	1	[	[	X
fis-2680	272	2	8	8	NUM
fis-2680	272	3	]	]	SYM
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fis-2680	272	5	,	,	PUNCT
fis-2680	272	6	j.	j.	PROPN
fis-2680	272	7	,	,	PUNCT
fis-2680	272	8	oller	oller	PROPN
fis-2680	272	9	,	,	PUNCT
fis-2680	272	10	s.	s.	PROPN
fis-2680	272	11	,	,	PUNCT
fis-2680	272	12	barbat	barbat	PROPN
fis-2680	272	13	,	,	PUNCT
fis-2680	272	14	a.h	a.h	PROPN
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fis-2680	272	16	(	(	PUNCT
fis-2680	272	17	2010	2010	NUM
fis-2680	272	18	)	)	PUNCT
fis-2680	272	19	.	.	PUNCT
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fis-2680	273	2	-	-	PUNCT
fis-2680	273	3	damage	damage	NOUN
fis-2680	273	4	analysis	analysis	NOUN
fis-2680	273	5	of	of	ADP
fis-2680	273	6	reinforced	reinforce	VERB
fis-2680	273	7	concrete	concrete	NOUN
fis-2680	273	8	frames	frame	NOUN
fis-2680	273	9	,	,	PUNCT
fis-2680	273	10	eng	eng	PROPN
fis-2680	273	11	.	.	PROPN
fis-2680	273	12	computation	computation	PROPN
fis-2680	273	13	.	.	PUNCT
fis-2680	274	1	,	,	PUNCT
fis-2680	274	2	27(1	27(1	NUM
fis-2680	274	3	)	)	PUNCT
fis-2680	274	4	,	,	PUNCT
fis-2680	274	5	pp	pp	ADP
fis-2680	274	6	.	.	PUNCT
fis-2680	275	1	57	57	NUM
fis-2680	275	2	-	-	SYM
fis-2680	275	3	83	83	NUM
fis-2680	275	4	.	.	PUNCT
fis-2680	276	1	doi	doi	NOUN
fis-2680	276	2	:	:	PUNCT
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fis-2680	276	4	.	.	PUNCT
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fis-2680	277	9	,	,	PUNCT
fis-2680	277	10	el	el	PROPN
fis-2680	277	11	debs	debs	PROPN
fis-2680	277	12	,	,	PUNCT
fis-2680	277	13	a.	a.	PROPN
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fis-2680	277	17	(	(	PUNCT
fis-2680	277	18	2010	2010	NUM
fis-2680	277	19	)	)	PUNCT
fis-2680	277	20	.	.	PUNCT
fis-2680	278	1	application	application	NOUN
fis-2680	278	2	of	of	ADP
fis-2680	278	3	lumped	lump	VERB
fis-2680	278	4	dissipation	dissipation	NOUN
fis-2680	278	5	model	model	NOUN
fis-2680	278	6	in	in	ADP
fis-2680	278	7	nonlinear	nonlinear	ADJ
fis-2680	278	8	analysis	analysis	NOUN
fis-2680	278	9	of	of	ADP
fis-2680	278	10	reinforced	reinforce	VERB
fis-2680	278	11	concrete	concrete	ADJ
fis-2680	278	12	structures	structure	NOUN
fis-2680	278	13	,	,	PUNCT
fis-2680	278	14	eng	eng	PROPN
fis-2680	278	15	.	.	PROPN
fis-2680	278	16	struct	struct	PROPN
fis-2680	278	17	.	.	PUNCT
fis-2680	278	18	,	,	PUNCT
fis-2680	278	19	132(4	132(4	NUM
fis-2680	278	20	)	)	PUNCT
fis-2680	278	21	,	,	PUNCT
fis-2680	278	22	pp	pp	PROPN
fis-2680	278	23	.	.	PUNCT
fis-2680	279	1	974	974	NUM
fis-2680	279	2	-	-	SYM
fis-2680	279	3	981	981	NUM
fis-2680	279	4	.	.	PUNCT
fis-2680	279	5	doi	doi	NOUN
fis-2680	279	6	:	:	PUNCT
fis-2680	279	7	10.1016	10.1016	NUM
fis-2680	279	8	/	/	SYM
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fis-2680	279	10	.	.	PUNCT
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fis-2680	280	3	]	]	X
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fis-2680	280	5	,	,	PUNCT
fis-2680	280	6	y.	y.	PROPN
fis-2680	280	7	,	,	PUNCT
fis-2680	280	8	hasegawa	hasegawa	PROPN
fis-2680	280	9	,	,	PUNCT
fis-2680	280	10	k.h	k.h	PROPN
fis-2680	280	11	.	.	PUNCT
fis-2680	280	12	(	(	PUNCT
fis-2680	280	13	2011	2011	NUM
fis-2680	280	14	)	)	PUNCT
fis-2680	280	15	.	.	PUNCT
fis-2680	280	16	element	element	NOUN
fis-2680	280	17	-	-	PUNCT
fis-2680	280	18	size	size	NOUN
fis-2680	280	19	independent	independent	ADJ
fis-2680	280	20	,	,	PUNCT
fis-2680	280	21	elasto	elasto	NOUN
fis-2680	280	22	-	-	PUNCT
fis-2680	280	23	plastic	plastic	NOUN
fis-2680	280	24	damage	damage	NOUN
fis-2680	280	25	analysis	analysis	NOUN
fis-2680	280	26	of	of	ADP
fis-2680	280	27	framed	frame	VERB
fis-2680	280	28	structures	structure	NOUN
fis-2680	280	29	using	use	VERB
fis-2680	280	30	the	the	DET
fis-2680	280	31	adaptively	adaptively	ADV
fis-2680	280	32	shifted	shift	VERB
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fis-2680	280	34	technique	technique	NOUN
fis-2680	280	35	,	,	PUNCT
fis-2680	280	36	comput	comput	NOUN
fis-2680	280	37	.	.	PUNCT
fis-2680	280	38	struct	struct	NOUN
fis-2680	280	39	.	.	PUNCT
fis-2680	281	1	,	,	PUNCT
fis-2680	281	2	89(23	89(23	NOUN
fis-2680	281	3	-	-	SYM
fis-2680	281	4	24	24	NUM
fis-2680	281	5	)	)	PUNCT
fis-2680	281	6	,	,	PUNCT
fis-2680	281	7	pp	pp	ADJ
fis-2680	281	8	.	.	PUNCT
fis-2680	282	1	2162	2162	NUM
fis-2680	282	2	-	-	SYM
fis-2680	282	3	2168	2168	NUM
fis-2680	282	4	.	.	PUNCT
fis-2680	283	1	doi	doi	NOUN
fis-2680	283	2	:	:	PUNCT
fis-2680	283	3	10.1016	10.1016	NUM
fis-2680	283	4	/	/	SYM
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fis-2680	283	6	.	.	PUNCT
fis-2680	284	1	[	[	X
fis-2680	284	2	11	11	NUM
fis-2680	284	3	]	]	X
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fis-2680	284	5	,	,	PUNCT
fis-2680	284	6	m.e	m.e	PROPN
fis-2680	284	7	.	.	PROPN
fis-2680	284	8	,	,	PUNCT
fis-2680	284	9	picón	picón	PROPN
fis-2680	284	10	,	,	PUNCT
fis-2680	284	11	r.	r.	PROPN
fis-2680	284	12	,	,	PUNCT
fis-2680	284	13	marante	marante	PROPN
fis-2680	284	14	,	,	PUNCT
fis-2680	284	15	m.e	m.e	PROPN
fis-2680	284	16	.	.	PROPN
fis-2680	284	17	,	,	PUNCT
fis-2680	284	18	hild	hild	PROPN
fis-2680	284	19	,	,	PUNCT
fis-2680	284	20	f.	f.	PROPN
fis-2680	284	21	,	,	PUNCT
fis-2680	284	22	roux	roux	NOUN
fis-2680	284	23	,	,	PUNCT
fis-2680	284	24	s.	s.	PROPN
fis-2680	284	25	,	,	PUNCT
fis-2680	284	26	flórez	flórez	NOUN
fis-2680	284	27	-	-	PUNCT
fis-2680	284	28	lópez	lópez	NOUN
fis-2680	284	29	,	,	PUNCT
fis-2680	284	30	j.	j.	PROPN
fis-2680	284	31	(	(	PUNCT
fis-2680	284	32	2013	2013	NUM
fis-2680	284	33	)	)	PUNCT
fis-2680	284	34	.	.	PUNCT
fis-2680	285	1	experimental	experimental	ADJ
fis-2680	285	2	analysis	analysis	NOUN
fis-2680	285	3	and	and	CCONJ
fis-2680	285	4	mathematical	mathematical	ADJ
fis-2680	285	5	modeling	modeling	NOUN
fis-2680	285	6	of	of	ADP
fis-2680	285	7	fracture	fracture	NOUN
fis-2680	285	8	in	in	ADP
fis-2680	285	9	rc	rc	PROPN
fis-2680	285	10	elements	element	NOUN
fis-2680	285	11	with	with	ADP
fis-2680	285	12	any	any	DET
fis-2680	285	13	aspect	aspect	NOUN
fis-2680	285	14	ratio	ratio	NOUN
fis-2680	285	15	,	,	PUNCT
fis-2680	285	16	eng	eng	PROPN
fis-2680	285	17	.	.	PROPN
fis-2680	285	18	struct	struct	PROPN
fis-2680	285	19	.	.	PUNCT
fis-2680	285	20	,	,	PUNCT
fis-2680	285	21	46	46	NUM
fis-2680	285	22	,	,	PUNCT
fis-2680	285	23	pp	pp	ADJ
fis-2680	285	24	.	.	PUNCT
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fis-2680	286	2	,	,	PUNCT
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fis-2680	287	17	)	)	PUNCT
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fis-2680	287	19	-	-	SYM
fis-2680	287	20	25	25	NUM
fis-2680	287	21	;	;	PUNCT
fis-2680	287	22	doi	doi	NOUN
fis-2680	287	23	:	:	PUNCT
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fis-2680	287	25	/	/	SYM
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fis-2680	288	2	12	12	NUM
fis-2680	288	3	]	]	PUNCT
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fis-2680	288	5	,	,	PUNCT
fis-2680	288	6	m.g	m.g	PROPN
fis-2680	288	7	.	.	PROPN
fis-2680	288	8	,	,	PUNCT
fis-2680	288	9	kunnath	kunnath	PROPN
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fis-2680	288	16	.	.	PUNCT
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fis-2680	289	11	,	,	PUNCT
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fis-2680	289	13	.	.	PROPN
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fis-2680	289	16	,	,	PUNCT
fis-2680	289	17	49	49	NUM
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fis-2680	289	20	.	.	PUNCT
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fis-2680	290	2	-	-	SYM
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fis-2680	290	4	.	.	PUNCT
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fis-2680	291	2	:	:	PUNCT
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fis-2680	291	4	/	/	SYM
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fis-2680	292	12	,	,	PUNCT
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fis-2680	292	14	p.	p.	PROPN
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fis-2680	292	16	,	,	PUNCT
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fis-2680	292	18	-	-	PUNCT
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fis-2680	292	20	,	,	PUNCT
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fis-2680	292	22	(	(	PUNCT
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fis-2680	292	24	)	)	PUNCT
fis-2680	292	25	.	.	PUNCT
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fis-2680	293	14	,	,	PUNCT
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fis-2680	293	16	.	.	PUNCT
fis-2680	294	1	j.	j.	PROPN
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fis-2680	294	10	.	.	PUNCT
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fis-2680	294	12	-	-	SYM
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fis-2680	294	14	.	.	PUNCT
fis-2680	295	1	doi	doi	NOUN
fis-2680	295	2	:	:	PUNCT
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fis-2680	295	4	/	/	SYM
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fis-2680	296	7	l.	l.	PROPN
fis-2680	296	8	n.	n.	PROPN
fis-2680	296	9	f.	f.	PROPN
fis-2680	296	10	,	,	PUNCT
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fis-2680	296	12	,	,	PUNCT
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fis-2680	296	14	p.	p.	PROPN
fis-2680	296	15	b.	b.	PROPN
fis-2680	296	16	,	,	PUNCT
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fis-2680	296	18	-	-	PUNCT
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fis-2680	296	20	,	,	PUNCT
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fis-2680	296	22	(	(	PUNCT
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fis-2680	296	24	)	)	PUNCT
fis-2680	296	25	.	.	PUNCT
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fis-2680	297	7	:	:	PUNCT
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fis-2680	297	9	in	in	ADP
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fis-2680	297	11	linings	lining	NOUN
fis-2680	297	12	,	,	PUNCT
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fis-2680	297	19	,	,	PUNCT
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fis-2680	297	21	.	.	PUNCT
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fis-2680	298	2	-	-	SYM
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fis-2680	298	4	.	.	PUNCT
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fis-2680	300	10	,	,	PUNCT
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fis-2680	300	20	)	)	PUNCT
fis-2680	300	21	.	.	PUNCT
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fis-2680	306	2	-	-	SYM
fis-2680	306	3	52	52	NUM
fis-2680	306	4	.	.	PUNCT
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fis-2680	309	7	)	)	PUNCT
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fis-2680	310	4	-	-	SYM
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fis-2680	323	7	)	)	PUNCT
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fis-2680	327	4	)	)	PUNCT
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fis-2680	336	4	,	,	PUNCT
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fis-2680	352	5	,	,	PUNCT
fis-2680	352	6	s.	s.	PROPN
fis-2680	352	7	d.	d.	PROPN
fis-2680	352	8	,	,	PUNCT
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fis-2680	352	10	,	,	PUNCT
fis-2680	352	11	b.	b.	PROPN
fis-2680	352	12	,	,	PUNCT
fis-2680	352	13	&	&	CCONJ
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fis-2680	352	16	k.	k.	PROPN
fis-2680	352	17	(	(	PUNCT
fis-2680	352	18	2016	2016	NUM
fis-2680	352	19	)	)	PUNCT
fis-2680	352	20	.	.	PUNCT
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fis-2680	353	2	-	-	PUNCT
fis-2680	353	3	of	of	ADP
fis-2680	353	4	-	-	PUNCT
fis-2680	353	5	the	the	DET
fis-2680	353	6	-	-	PUNCT
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fis-2680	353	11	-	-	PUNCT
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fis-2680	353	13	impact	impact	NOUN
fis-2680	353	14	response	response	NOUN
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fis-2680	353	16	reinforced	reinforce	VERB
fis-2680	353	17	concrete	concrete	ADJ
fis-2680	353	18	beams	beam	NOUN
fis-2680	353	19	,	,	PUNCT
fis-2680	353	20	mag	mag	INTJ
fis-2680	353	21	.	.	PUNCT
fis-2680	354	1	concrete	concrete	ADJ
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fis-2680	354	4	,	,	PUNCT
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fis-2680	354	6	)	)	PUNCT
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fis-2680	354	9	.	.	PUNCT
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fis-2680	355	2	-	-	SYM
fis-2680	355	3	723	723	NUM
fis-2680	355	4	,	,	PUNCT
fis-2680	355	5	doi	doi	NOUN
fis-2680	355	6	:	:	PUNCT
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fis-2680	355	8	/	/	SYM
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fis-2680	355	10	.	.	PUNCT
fis-2680	356	1	[	[	X
fis-2680	356	2	28	28	NUM
fis-2680	356	3	]	]	X
fis-2680	356	4	das	das	PROPN
fis-2680	356	5	adhikary	adhikary	NOUN
fis-2680	356	6	,	,	PUNCT
fis-2680	356	7	s.	s.	PROPN
fis-2680	356	8	,	,	PUNCT
fis-2680	356	9	&	&	CCONJ
fis-2680	356	10	li	li	PROPN
fis-2680	356	11	,	,	PUNCT
fis-2680	356	12	b.	b.	PROPN
fis-2680	356	13	(	(	PUNCT
fis-2680	356	14	2018	2018	NUM
fis-2680	356	15	)	)	PUNCT
fis-2680	356	16	.	.	PUNCT
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fis-2680	357	2	analytical	analytical	ADJ
fis-2680	357	3	models	model	NOUN
fis-2680	357	4	to	to	PART
fis-2680	357	5	predict	predict	VERB
fis-2680	357	6	low	low	ADJ
fis-2680	357	7	-	-	PUNCT
fis-2680	357	8	velocity	velocity	NOUN
fis-2680	357	9	impact	impact	NOUN
fis-2680	357	10	response	response	NOUN
fis-2680	357	11	of	of	ADP
fis-2680	357	12	rc	rc	PROPN
fis-2680	357	13	beams	beam	NOUN
fis-2680	357	14	,	,	PUNCT
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fis-2680	357	16	.	.	PUNCT
fis-2680	357	17	period	period	NOUN
fis-2680	357	18	.	.	PUNCT
fis-2680	358	1	struct	struct	NOUN
fis-2680	358	2	.	.	PUNCT
fis-2680	359	1	des	des	PROPN
fis-2680	359	2	.	.	PROPN
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fis-2680	359	4	.	.	PUNCT
fis-2680	359	5	,	,	PUNCT
fis-2680	359	6	23(2	23(2	NOUN
fis-2680	359	7	)	)	PUNCT
fis-2680	359	8	,	,	PUNCT
fis-2680	359	9	pp	pp	ADJ
fis-2680	359	10	.	.	PUNCT
fis-2680	360	1	04018002	04018002	NUM
fis-2680	360	2	-	-	SYM
fis-2680	360	3	1	1	NUM
fis-2680	360	4	–	–	PUNCT
fis-2680	360	5	04018002	04018002	NUM
fis-2680	360	6	-	-	SYM
fis-2680	360	7	10	10	NUM
fis-2680	360	8	,	,	PUNCT
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fis-2680	360	10	:	:	PUNCT
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fis-2680	360	12	-	-	NOUN
fis-2680	360	13	5576.0000357	5576.0000357	NUM
fis-2680	360	14	.	.	PUNCT
fis-2680	361	1	[	[	X
fis-2680	361	2	29	29	NUM
fis-2680	361	3	]	]	PUNCT
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fis-2680	361	5	,	,	PUNCT
fis-2680	361	6	d.	d.	PROPN
fis-2680	361	7	v.	v.	PROPN
fis-2680	361	8	c.	c.	PROPN
fis-2680	361	9	,	,	PUNCT
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fis-2680	361	11	,	,	PUNCT
fis-2680	361	12	m.	m.	PROPN
fis-2680	361	13	c.	c.	PROPN
fis-2680	361	14	,	,	PUNCT
fis-2680	361	15	&	&	CCONJ
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fis-2680	361	17	,	,	PUNCT
fis-2680	361	18	d.	d.	PROPN
fis-2680	361	19	l.	l.	PROPN
fis-2680	361	20	n.	n.	PROPN
fis-2680	361	21	f.	f.	PROPN
fis-2680	361	22	(	(	PUNCT
fis-2680	361	23	2020	2020	NUM
fis-2680	361	24	)	)	PUNCT
fis-2680	361	25	.	.	PUNCT
fis-2680	362	1	a	a	DET
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fis-2680	362	4	damage	damage	NOUN
fis-2680	362	5	model	model	NOUN
fis-2680	362	6	for	for	ADP
fis-2680	362	7	reinforced	reinforce	VERB
fis-2680	362	8	concrete	concrete	ADJ
fis-2680	362	9	beams	beam	NOUN
fis-2680	362	10	under	under	ADP
fis-2680	362	11	impact	impact	NOUN
fis-2680	362	12	loads	load	NOUN
fis-2680	362	13	,	,	PUNCT
fis-2680	362	14	eng	eng	PROPN
fis-2680	362	15	.	.	PROPN
fis-2680	362	16	struct	struct	PROPN
fis-2680	362	17	.	.	PUNCT
fis-2680	362	18	,	,	PUNCT
fis-2680	362	19	205(110070	205(110070	NUM
fis-2680	362	20	)	)	PUNCT
fis-2680	362	21	,	,	PUNCT
fis-2680	362	22	pp	pp	ADP
fis-2680	362	23	.	.	PUNCT
fis-2680	363	1	1	1	NUM
fis-2680	363	2	-	-	SYM
fis-2680	363	3	10	10	NUM
fis-2680	363	4	,	,	PUNCT
fis-2680	363	5	doi	doi	NOUN
fis-2680	363	6	:	:	PUNCT
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fis-2680	363	8	/	/	SYM
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fis-2680	363	10	.	.	PUNCT
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fis-2680	364	3	]	]	X
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fis-2680	364	5	,	,	PUNCT
fis-2680	364	6	w.	w.	PROPN
fis-2680	364	7	,	,	PUNCT
fis-2680	364	8	liu	liu	PROPN
fis-2680	364	9	,	,	PUNCT
fis-2680	364	10	b.	b.	PROPN
fis-2680	364	11	,	,	PUNCT
fis-2680	364	12	huang	huang	PROPN
fis-2680	364	13	,	,	PUNCT
fis-2680	364	14	x.	x.	PROPN
fis-2680	364	15	,	,	PUNCT
fis-2680	364	16	&	&	CCONJ
fis-2680	364	17	sun	sun	PROPN
fis-2680	364	18	,	,	PUNCT
fis-2680	364	19	y.	y.	PROPN
fis-2680	364	20	(	(	PUNCT
fis-2680	364	21	2019	2019	NUM
fis-2680	364	22	)	)	PUNCT
fis-2680	364	23	.	.	PUNCT
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fis-2680	365	2	modeling	modeling	NOUN
fis-2680	365	3	of	of	ADP
fis-2680	365	4	flexural	flexural	ADJ
fis-2680	365	5	and	and	CCONJ
fis-2680	365	6	shear	shear	NOUN
fis-2680	365	7	behaviors	behavior	NOUN
fis-2680	365	8	in	in	ADP
fis-2680	365	9	reinforced	reinforce	VERB
fis-2680	365	10	concrete	concrete	ADJ
fis-2680	365	11	beams	beam	NOUN
fis-2680	365	12	and	and	CCONJ
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fis-2680	365	14	subjected	subject	VERB
fis-2680	365	15	to	to	ADP
fis-2680	365	16	low	low	ADJ
fis-2680	365	17	-	-	PUNCT
fis-2680	365	18	velocity	velocity	NOUN
fis-2680	365	19	impact	impact	NOUN
fis-2680	365	20	loading	loading	NOUN
fis-2680	365	21	,	,	PUNCT
fis-2680	365	22	eng	eng	PROPN
fis-2680	365	23	.	.	PROPN
fis-2680	365	24	struct	struct	PROPN
fis-2680	365	25	.	.	PUNCT
fis-2680	365	26	,	,	PUNCT
fis-2680	365	27	195	195	NUM
fis-2680	365	28	,	,	PUNCT
fis-2680	365	29	pp	pp	ADJ
fis-2680	365	30	.	.	PUNCT
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fis-2680	366	2	-	-	SYM
fis-2680	366	3	50	50	NUM
fis-2680	366	4	,	,	PUNCT
fis-2680	366	5	doi	doi	NOUN
fis-2680	366	6	:	:	PUNCT
fis-2680	366	7	10.1016	10.1016	NUM
fis-2680	366	8	/	/	SYM
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fis-2680	366	10	.	.	PUNCT
fis-2680	367	1	[	[	X
fis-2680	367	2	31	31	NUM
fis-2680	367	3	]	]	PUNCT
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fis-2680	367	5	,	,	PUNCT
fis-2680	367	6	s.	s.	PROPN
fis-2680	367	7	,	,	PUNCT
fis-2680	367	8	vecchio	vecchio	PROPN
fis-2680	367	9	,	,	PUNCT
fis-2680	367	10	f.	f.	PROPN
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fis-2680	367	14	)	)	PUNCT
fis-2680	367	15	.	.	PUNCT
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fis-2680	368	3	shear	shear	NOUN
fis-2680	368	4	mechanisms	mechanism	NOUN
fis-2680	368	5	on	on	ADP
fis-2680	368	6	impact	impact	NOUN
fis-2680	368	7	behavior	behavior	NOUN
fis-2680	368	8	of	of	ADP
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fis-2680	368	11	beams	beam	NOUN
fis-2680	368	12	,	,	PUNCT
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fis-2680	368	15	.	.	PUNCT
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fis-2680	369	4	)	)	PUNCT
fis-2680	369	5	,	,	PUNCT
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fis-2680	369	7	.	.	PUNCT
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fis-2680	370	2	.	.	PUNCT
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fis-2680	370	4	:	:	PUNCT
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fis-2680	371	2	.	.	PUNCT
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fis-2680	372	3	]	]	PUNCT
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fis-2680	372	5	,	,	PUNCT
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fis-2680	373	16	load	load	NOUN
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fis-2680	373	18	at	at	ADP
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fis-2680	373	23	.	.	PUNCT
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fis-2680	374	7	)	)	PUNCT
fis-2680	374	8	,	,	PUNCT
fis-2680	374	9	pp	pp	ADP
fis-2680	374	10	.	.	PUNCT
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fis-2680	375	2	.	.	PUNCT
fis-2680	376	1	doi	doi	NOUN
fis-2680	376	2	:	:	PUNCT
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fis-2680	377	3	]	]	X
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fis-2680	377	8	,	,	PUNCT
fis-2680	377	9	zhao	zhao	PROPN
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fis-2680	377	11	d.-b	d.-b	NOUN
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fis-2680	377	20	)	)	PUNCT
fis-2680	377	21	.	.	PUNCT
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fis-2680	377	23	approach	approach	NOUN
fis-2680	377	24	for	for	ADP
fis-2680	377	25	assessing	assess	VERB
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fis-2680	377	28	of	of	ADP
fis-2680	377	29	reinforced	reinforce	VERB
fis-2680	377	30	concrete	concrete	ADJ
fis-2680	377	31	beams	beam	NOUN
fis-2680	377	32	under	under	ADP
fis-2680	377	33	impact	impact	NOUN
fis-2680	377	34	loads	load	NOUN
fis-2680	377	35	,	,	PUNCT
fis-2680	377	36	aci	aci	PROPN
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fis-2680	378	4	)	)	PUNCT
fis-2680	378	5	,	,	PUNCT
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fis-2680	378	7	:	:	PUNCT
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fis-2680	378	9	.	.	PUNCT
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fis-2680	379	9	,	,	PUNCT
fis-2680	379	10	53	53	NUM
fis-2680	379	11	(	(	PUNCT
fis-2680	379	12	2020	2020	NUM
fis-2680	379	13	)	)	PUNCT
fis-2680	379	14	13	13	NUM
fis-2680	379	15	-	-	SYM
fis-2680	379	16	25	25	NUM
fis-2680	379	17	;	;	PUNCT
fis-2680	379	18	doi	doi	NOUN
fis-2680	379	19	:	:	PUNCT
fis-2680	379	20	10.3221	10.3221	NUM
fis-2680	379	21	/	/	SYM
fis-2680	379	22	igf	igf	PROPN
fis-2680	379	23	-	-	PROPN
fis-2680	379	24	esis.53.02	esis.53.02	ADJ
fis-2680	379	25	25	25	NUM
fis-2680	379	26	[	[	SYM
fis-2680	379	27	34	34	NUM
fis-2680	379	28	]	]	X
fis-2680	379	29	lemaitre	lemaitre	PROPN
fis-2680	379	30	,	,	PUNCT
fis-2680	379	31	j.	j.	PROPN
fis-2680	379	32	,	,	PUNCT
fis-2680	379	33	desmorat	desmorat	PROPN
fis-2680	379	34	,	,	PUNCT
fis-2680	379	35	r.	r.	PROPN
fis-2680	379	36	(	(	PUNCT
fis-2680	379	37	2005	2005	NUM
fis-2680	379	38	)	)	PUNCT
fis-2680	379	39	.	.	PUNCT
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fis-2680	380	2	damage	damage	NOUN
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fis-2680	381	3	]	]	PUNCT
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fis-2680	381	5	,	,	PUNCT
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fis-2680	381	15	j.	j.	PROPN
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fis-2680	381	18	)	)	PUNCT
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fis-2680	383	2	.	.	PUNCT
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fis-2680	384	5	)	)	PUNCT
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fis-2680	385	2	.	.	PUNCT
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fis-2680	386	4	-	-	PUNCT
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fis-2680	387	3	]	]	X
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fis-2680	387	5	brasileira	brasileira	PROPN
fis-2680	387	6	de	de	PROPN
fis-2680	387	7	normas	normas	PROPN
fis-2680	387	8	técnicas	técnicas	PROPN
fis-2680	387	9	.	.	PUNCT
fis-2680	388	1	nbr	nbr	PROPN
fis-2680	388	2	6118	6118	NUM
fis-2680	388	3	:	:	PUNCT
fis-2680	388	4	projeto	projeto	PROPN
fis-2680	388	5	de	de	X
fis-2680	388	6	estruturas	estruturas	PROPN
fis-2680	388	7	de	de	X
fis-2680	388	8	concreto	concreto	PROPN
fis-2680	388	9	—	—	PUNCT
fis-2680	388	10	procedimento	procedimento	PROPN
fis-2680	388	11	.	.	PUNCT
fis-2680	388	12	rio	rio	PROPN
fis-2680	388	13	de	de	PROPN
fis-2680	388	14	janeiro	janeiro	PROPN
fis-2680	388	15	,	,	PUNCT
fis-2680	388	16	pp	pp	X
fis-2680	388	17	.	.	PUNCT
fis-2680	389	1	238	238	NUM
fis-2680	389	2	.	.	NOUN
fis-2680	390	1	2014	2014	NUM
fis-2680	390	2	.	.	PUNCT
fis-2680	391	1	[	[	X
fis-2680	391	2	37	37	NUM
fis-2680	391	3	]	]	X
fis-2680	391	4	bhatti	bhatti	PROPN
fis-2680	391	5	,	,	PUNCT
fis-2680	391	6	a.	a.	NOUN
fis-2680	391	7	q.	q.	PROPN
fis-2680	391	8	,	,	PUNCT
fis-2680	391	9	kishi	kishi	PROPN
fis-2680	391	10	,	,	PUNCT
fis-2680	391	11	n.	n.	PROPN
fis-2680	391	12	,	,	PUNCT
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fis-2680	391	14	,	,	PUNCT
fis-2680	391	15	h.	h.	PROPN
fis-2680	391	16	,	,	PUNCT
fis-2680	391	17	ando	ando	PROPN
fis-2680	391	18	,	,	PUNCT
fis-2680	391	19	t.	t.	PROPN
fis-2680	391	20	(	(	PUNCT
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fis-2680	391	22	)	)	PUNCT
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fis-2680	392	2	-	-	PUNCT
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fis-2680	392	8	shear	shear	NOUN
fis-2680	392	9	-	-	PUNCT
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fis-2680	392	11	-	-	PUNCT
fis-2680	392	12	type	type	NOUN
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fis-2680	392	17	rebars	rebar	NOUN
fis-2680	392	18	.	.	PUNCT
fis-2680	393	1	mater	mater	NOUN
fis-2680	393	2	.	.	PUNCT
fis-2680	394	1	design	design	PROPN
fis-2680	394	2	.	.	PUNCT
fis-2680	394	3	,	,	PUNCT
fis-2680	394	4	30(3	30(3	NUM
fis-2680	394	5	)	)	PUNCT
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fis-2680	394	8	.	.	PUNCT
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fis-2680	395	2	-	-	SYM
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fis-2680	395	4	.	.	PUNCT
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fis-2680	395	6	:	:	PUNCT
fis-2680	395	7	10.1016	10.1016	NUM
fis-2680	395	8	/	/	SYM
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fis-2680	395	10	.	.	PUNCT
fis-2680	396	1	<	<	X
fis-2680	396	2	<	<	X
fis-2680	396	3	/ascii85encodepages	/ascii85encodepage	NOUN
fis-2680	396	4	false	false	ADJ
fis-2680	396	5	/allowtransparency	/allowtransparency	NOUN
fis-2680	396	6	false	false	ADJ
fis-2680	396	7	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-2680	396	8	true	true	ADJ
fis-2680	396	9	/autorotatepages	/autorotatepage	NOUN
fis-2680	396	10	/none	/none	PUNCT
fis-2680	396	11	/binding	/binding	PUNCT
fis-2680	396	12	/left	/left	ADJ
fis-2680	397	1	/calgrayprofile	/calgrayprofile	VERB
fis-2680	397	2	(	(	PUNCT
fis-2680	397	3	dot	dot	NOUN
fis-2680	397	4	gain	gain	NOUN
fis-2680	397	5	20	20	NUM
fis-2680	397	6	%	%	NOUN
fis-2680	397	7	)	)	PUNCT
fis-2680	397	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-2680	398	1	(	(	PUNCT
fis-2680	398	2	srgb	srgb	PROPN
fis-2680	398	3	iec61966	iec61966	NOUN
fis-2680	398	4	-	-	PUNCT
fis-2680	398	5	2.1	2.1	NUM
fis-2680	398	6	)	)	PUNCT
fis-2680	398	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-2680	399	1	(	(	PUNCT
fis-2680	399	2	u.s	u.s	PROPN
fis-2680	399	3	.	.	PROPN
fis-2680	399	4	web	web	NOUN
fis-2680	399	5	coated	coat	VERB
fis-2680	399	6	\050swop\051	\050swop\051	ADJ
fis-2680	399	7	v2	v2	NOUN
fis-2680	399	8	)	)	PUNCT
fis-2680	399	9	/srgbprofile	/srgbprofile	PUNCT
fis-2680	399	10	(	(	PUNCT
fis-2680	399	11	srgb	srgb	PROPN
fis-2680	399	12	iec61966	iec61966	NOUN
fis-2680	399	13	-	-	PUNCT
fis-2680	399	14	2.1	2.1	NUM
fis-2680	399	15	)	)	PUNCT
fis-2680	399	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-2680	400	1	/error	/error	INTJ
fis-2680	400	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-2680	401	1	1.4	1.4	NUM
fis-2680	401	2	/compressobjects	/compressobject	NOUN
fis-2680	401	3	/tags	/tag	VERB
fis-2680	401	4	/compresspages	/compresspage	NOUN
fis-2680	401	5	true	true	ADJ
fis-2680	401	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-2680	401	7	true	true	ADJ
fis-2680	401	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-2680	401	9	true	true	ADJ
fis-2680	401	10	/createjobticket	/createjobticket	NOUN
fis-2680	401	11	false	false	ADJ
fis-2680	401	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-2680	401	13	/default	/default	PUNCT
fis-2680	401	14	/detectblends	/detectblend	NOUN
fis-2680	401	15	true	true	ADJ
fis-2680	401	16	/detectcurves	/detectcurve	VERB
fis-2680	402	1	0.0000	0.0000	NUM
fis-2680	402	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-2680	402	3	/cmyk	/cmyk	PUNCT
fis-2680	403	1	/dothumbnails	/dothumbnail	VERB
fis-2680	404	1	false	false	ADJ
fis-2680	404	2	/embedallfonts	/embedallfont	NOUN
fis-2680	404	3	true	true	ADJ
fis-2680	404	4	/embedopentype	/embedopentype	PUNCT
fis-2680	404	5	false	false	ADJ
fis-2680	404	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-2680	404	7	true	true	ADJ
fis-2680	404	8	/embedjoboptions	/embedjoboption	NOUN
fis-2680	404	9	true	true	ADJ
fis-2680	404	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-2680	404	11	0	0	NUM
fis-2680	404	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-2680	404	13	false	false	ADJ
fis-2680	404	14	/endpage	/endpage	NOUN
fis-2680	404	15	-1	-1	NOUN
fis-2680	404	16	/imagememory	/imagememory	NUM
fis-2680	404	17	1048576	1048576	NUM
fis-2680	404	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-2680	404	19	false	false	ADJ
fis-2680	404	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-2680	404	21	100	100	NUM
fis-2680	404	22	/optimize	/optimize	NOUN
fis-2680	404	23	true	true	ADJ
fis-2680	404	24	/opm	/opm	NOUN
fis-2680	404	25	1	1	NUM
fis-2680	404	26	/parsedsccomments	/parsedsccomment	NOUN
fis-2680	404	27	true	true	ADJ
fis-2680	404	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-2680	404	29	true	true	ADJ
fis-2680	404	30	/preservecopypage	/preservecopypage	NOUN
fis-2680	404	31	true	true	ADJ
fis-2680	404	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-2680	404	33	true	true	ADJ
fis-2680	404	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-2680	404	35	true	true	ADJ
fis-2680	404	36	/preserveflatness	/preserveflatness	NOUN
fis-2680	404	37	true	true	ADJ
fis-2680	404	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-2680	404	39	false	false	ADJ
fis-2680	404	40	/preserveopicomments	/preserveopicomment	NOUN
fis-2680	404	41	true	true	ADJ
fis-2680	404	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-2680	404	43	true	true	ADJ
fis-2680	404	44	/startpage	/startpage	NOUN
fis-2680	404	45	1	1	NUM
fis-2680	404	46	/subsetfonts	/subsetfont	NOUN
fis-2680	404	47	true	true	ADJ
fis-2680	404	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-2680	404	49	/apply	/apply	PUNCT
fis-2680	404	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-2680	405	1	/preserve	/preserve	NOUN
fis-2680	405	2	/useprologue	/useprologue	NOUN
fis-2680	405	3	false	false	ADJ
fis-2680	405	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-2680	405	5	(	(	PUNCT
fis-2680	405	6	)	)	PUNCT
fis-2680	405	7	/alwaysembed	/alwaysembe	VERB
fis-2680	405	8	[	[	PUNCT
fis-2680	405	9	true	true	ADJ
fis-2680	405	10	]	]	PUNCT
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fis-2680	406	1	[	[	PUNCT
fis-2680	406	2	true	true	ADJ
fis-2680	406	3	]	]	PUNCT
fis-2680	406	4	/antialiascolorimages	/antialiascolorimages	X
fis-2680	406	5	false	false	ADJ
fis-2680	406	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-2680	406	7	true	true	ADJ
fis-2680	406	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-2680	406	9	300	300	NUM
fis-2680	406	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-2680	406	11	/ok	/ok	ADJ
fis-2680	407	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-2680	408	1	true	true	ADJ
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fis-2680	408	4	/colorimageresolution	/colorimageresolution	NOUN
fis-2680	409	1	300	300	NUM
fis-2680	409	2	/colorimagedepth	/colorimagedepth	PRON
fis-2680	409	3	-1	-1	INTJ
fis-2680	409	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-2680	409	5	1	1	NUM
fis-2680	409	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-2680	409	7	1.50000	1.50000	NUM
fis-2680	409	8	/encodecolorimages	/encodecolorimage	NOUN
fis-2680	409	9	true	true	ADJ
fis-2680	409	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-2680	409	11	/dctencode	/dctencode	PUNCT
fis-2680	410	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-2680	410	2	true	true	ADJ
fis-2680	410	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-2680	410	4	/jpeg	/jpeg	PUNCT
fis-2680	410	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-2680	411	1	<	<	X
fis-2680	411	2	<	<	X
fis-2680	411	3	/qfactor	/qfactor	NOUN
fis-2680	411	4	0.15	0.15	NUM
fis-2680	411	5	/hsamples	/hsample	NOUN
fis-2680	412	1	[	[	X
fis-2680	412	2	1	1	NUM
fis-2680	412	3	1	1	NUM
fis-2680	412	4	1	1	NUM
fis-2680	412	5	1	1	NUM
fis-2680	412	6	]	]	PUNCT
fis-2680	412	7	/vsamples	/vsample	NOUN
fis-2680	413	1	[	[	X
fis-2680	413	2	1	1	NUM
fis-2680	413	3	1	1	NUM
fis-2680	413	4	1	1	NUM
fis-2680	413	5	1	1	NUM
fis-2680	413	6	]	]	PUNCT
fis-2680	413	7	>	>	PUNCT
fis-2680	413	8	>	>	X
fis-2680	413	9	/colorimagedict	/colorimagedict	PUNCT
fis-2680	414	1	<	<	X
fis-2680	414	2	<	<	X
fis-2680	414	3	/qfactor	/qfactor	NOUN
fis-2680	414	4	0.15	0.15	NUM
fis-2680	414	5	/hsamples	/hsample	NOUN
fis-2680	415	1	[	[	X
fis-2680	415	2	1	1	NUM
fis-2680	415	3	1	1	NUM
fis-2680	415	4	1	1	NUM
fis-2680	415	5	1	1	NUM
fis-2680	415	6	]	]	PUNCT
fis-2680	415	7	/vsamples	/vsample	NOUN
fis-2680	416	1	[	[	X
fis-2680	416	2	1	1	NUM
fis-2680	416	3	1	1	NUM
fis-2680	416	4	1	1	NUM
fis-2680	416	5	1	1	NUM
fis-2680	416	6	]	]	PUNCT
fis-2680	416	7	>	>	PUNCT
fis-2680	416	8	>	>	X
fis-2680	416	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
fis-2680	417	1	<	<	X
fis-2680	417	2	<	<	X
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fis-2680	417	5	/tileheight	/tileheight	NUM
fis-2680	417	6	256	256	NUM
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fis-2680	417	8	30	30	NUM
fis-2680	417	9	>	>	PUNCT
fis-2680	417	10	>	>	X
fis-2680	417	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-2680	417	12	<	<	X
fis-2680	417	13	<	<	X
fis-2680	417	14	/tilewidth	/tilewidth	PUNCT
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fis-2680	417	16	/tileheight	/tileheight	NUM
fis-2680	417	17	256	256	NUM
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fis-2680	417	19	30	30	NUM
fis-2680	417	20	>	>	PUNCT
fis-2680	417	21	>	>	X
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fis-2680	417	25	true	true	ADJ
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fis-2680	417	27	300	300	NUM
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fis-2680	418	1	true	true	ADJ
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fis-2680	441	10	>	>	X
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fis-2680	442	3	>	>	X
fis-2680	442	4	/fra	/fra	PUNCT
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fis-2680	443	3	>	>	X
fis-2680	443	4	/gre	/gre	PUNCT
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fis-2680	443	7	>	>	X
fis-2680	443	8	/heb	/heb	X
fis-2680	443	9	<	<	X
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fis-2680	443	11	>	>	X
fis-2680	443	12	/hrv	/hrv	PROPN
fis-2680	444	1	(	(	PUNCT
fis-2680	444	2	za	za	PROPN
fis-2680	444	3	stvaranje	stvaranje	PROPN
fis-2680	444	4	adobe	adobe	PROPN
fis-2680	444	5	pdf	pdf	PROPN
fis-2680	444	6	dokumenata	dokumenata	PROPN
fis-2680	444	7	najpogodnijih	najpogodnijih	PROPN
fis-2680	444	8	za	za	PROPN
fis-2680	444	9	visokokvalitetni	visokokvalitetni	VERB
fis-2680	444	10	ispis	ispis	ADJ
fis-2680	444	11	prije	prije	NOUN
fis-2680	444	12	tiskanja	tiskanja	PROPN
fis-2680	444	13	koristite	koristite	PROPN
fis-2680	444	14	ove	ove	NOUN
fis-2680	444	15	postavke	postavke	NOUN
fis-2680	444	16	.	.	PUNCT
fis-2680	445	1	stvoreni	stvoreni	ADJ
fis-2680	445	2	pdf	pdf	NOUN
fis-2680	445	3	dokumenti	dokumenti	PROPN
fis-2680	445	4	mogu	mogu	PROPN
fis-2680	445	5	se	se	X
fis-2680	445	6	otvoriti	otvoriti	PROPN
fis-2680	445	7	acrobat	acrobat	PROPN
fis-2680	446	1	i	i	PRON
fis-2680	446	2	adobe	adobe	PROPN
fis-2680	446	3	reader	reader	PROPN
fis-2680	446	4	5.0	5.0	NUM
fis-2680	446	5	i	i	PRON
fis-2680	446	6	kasnijim	kasnijim	VERB
fis-2680	446	7	verzijama	verzijama	NOUN
fis-2680	446	8	.	.	PUNCT
fis-2680	446	9	)	)	PUNCT
fis-2680	447	1	/hun	/hun	PUNCT
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fis-2680	448	3	>	>	X
fis-2680	448	4	/ita	/ita	PUNCT
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fis-2680	449	3	>	>	X
fis-2680	449	4	/jpn	/jpn	PROPN
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fis-2680	450	3	>	>	X
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fis-2680	453	3	>	>	X
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fis-2680	454	1	(	(	PUNCT
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fis-2680	456	1	/nor	/nor	PUNCT
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fis-2680	458	3	>	>	X
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fis-2680	460	3	>	>	X
fis-2680	460	4	/sve	/sve	PROPN
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fis-2680	460	7	>	>	X
fis-2680	460	8	/tur	/tur	X
fis-2680	460	9	<	<	X
fis-2680	460	10	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	PROPN
fis-2680	460	11	>	>	X
fis-2680	460	12	/ukr	/ukr	X
fis-2680	460	13	<	<	X
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fis-2680	460	15	>	>	X
fis-2680	460	16	/enu	/enu	PUNCT
fis-2680	460	17	(	(	PUNCT
fis-2680	460	18	use	use	VERB
fis-2680	460	19	these	these	DET
fis-2680	460	20	settings	setting	NOUN
fis-2680	460	21	to	to	PART
fis-2680	460	22	create	create	VERB
fis-2680	460	23	adobe	adobe	PROPN
fis-2680	460	24	pdf	pdf	PROPN
fis-2680	460	25	documents	document	NOUN
fis-2680	460	26	best	well	ADV
fis-2680	460	27	suited	suit	VERB
fis-2680	460	28	for	for	ADP
fis-2680	460	29	high	high	ADJ
fis-2680	460	30	-	-	PUNCT
fis-2680	460	31	quality	quality	NOUN
fis-2680	460	32	prepress	prepress	NOUN
fis-2680	460	33	printing	printing	NOUN
fis-2680	460	34	.	.	PUNCT
fis-2680	461	1	created	create	VERB
fis-2680	461	2	pdf	pdf	NOUN
fis-2680	461	3	documents	document	NOUN
fis-2680	461	4	can	can	AUX
fis-2680	461	5	be	be	AUX
fis-2680	461	6	opened	open	VERB
fis-2680	461	7	with	with	ADP
fis-2680	461	8	acrobat	acrobat	PROPN
fis-2680	461	9	and	and	CCONJ
fis-2680	461	10	adobe	adobe	PROPN
fis-2680	461	11	reader	reader	PROPN
fis-2680	461	12	5.0	5.0	NUM
fis-2680	461	13	and	and	CCONJ
fis-2680	461	14	later	later	ADV
fis-2680	461	15	.	.	PUNCT
fis-2680	461	16	)	)	PUNCT
fis-2680	462	1	>	>	PUNCT
fis-2680	462	2	>	>	X
fis-2680	462	3	/namespace	/namespace	PUNCT
fis-2680	463	1	[	[	PUNCT
fis-2680	463	2	(	(	PUNCT
fis-2680	463	3	adobe	adobe	PROPN
fis-2680	463	4	)	)	PUNCT
fis-2680	463	5	(	(	PUNCT
fis-2680	463	6	common	common	ADJ
fis-2680	463	7	)	)	PUNCT
fis-2680	463	8	(	(	PUNCT
fis-2680	463	9	1.0	1.0	NUM
fis-2680	463	10	)	)	PUNCT
fis-2680	463	11	]	]	PUNCT
fis-2680	464	1	/othernamespaces	/othernamespace	VERB
fis-2680	464	2	[	[	PUNCT
fis-2680	464	3	<	<	X
fis-2680	464	4	<	<	X
fis-2680	464	5	/asreaderspreads	/asreaderspreads	X
fis-2680	464	6	false	false	ADJ
fis-2680	464	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-2680	464	8	true	true	ADJ
fis-2680	464	9	/errorcontrol	/errorcontrol	NOUN
fis-2680	465	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-2680	465	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-2680	465	3	false	false	ADJ
fis-2680	465	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-2680	465	5	false	false	ADJ
fis-2680	465	6	/includenonprinting	/includenonprinting	NOUN
fis-2680	465	7	false	false	ADJ
fis-2680	465	8	/includeslug	/includeslug	INTJ
fis-2680	465	9	false	false	ADJ
fis-2680	465	10	/namespace	/namespace	NOUN
fis-2680	466	1	[	[	PUNCT
fis-2680	466	2	(	(	PUNCT
fis-2680	466	3	adobe	adobe	PROPN
fis-2680	466	4	)	)	PUNCT
fis-2680	466	5	(	(	PUNCT
fis-2680	466	6	indesign	indesign	NOUN
fis-2680	466	7	)	)	PUNCT
fis-2680	466	8	(	(	PUNCT
fis-2680	466	9	4.0	4.0	NUM
fis-2680	466	10	)	)	PUNCT
fis-2680	466	11	]	]	PUNCT
fis-2680	466	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-2680	467	1	false	false	ADJ
fis-2680	467	2	/omitplacedeps	/omitplacedeps	INTJ
fis-2680	467	3	false	false	ADJ
fis-2680	467	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-2680	467	5	false	false	ADJ
fis-2680	467	6	/simulateoverprint	/simulateoverprint	NOUN
fis-2680	467	7	/legacy	/legacy	PUNCT
fis-2680	468	1	>	>	PUNCT
fis-2680	468	2	>	>	X
fis-2680	469	1	<	<	X
fis-2680	469	2	<	<	X
fis-2680	469	3	/addbleedmarks	/addbleedmarks	X
fis-2680	469	4	false	false	ADJ
fis-2680	469	5	/addcolorbars	/addcolorbars	INTJ
fis-2680	469	6	false	false	ADJ
fis-2680	469	7	/addcropmarks	/addcropmarks	PUNCT
fis-2680	469	8	false	false	ADJ
fis-2680	469	9	/addpageinfo	/addpageinfo	INTJ
fis-2680	469	10	false	false	ADJ
fis-2680	469	11	/addregmarks	/addregmark	NOUN
fis-2680	469	12	false	false	ADJ
fis-2680	469	13	/convertcolors	/convertcolor	NOUN
fis-2680	469	14	/converttocmyk	/converttocmyk	INTJ
fis-2680	469	15	/destinationprofilename	/destinationprofilename	PUNCT
fis-2680	469	16	(	(	PUNCT
fis-2680	469	17	)	)	PUNCT
fis-2680	469	18	/destinationprofileselector	/destinationprofileselector	NOUN
fis-2680	469	19	/documentcmyk	/documentcmyk	PUNCT
fis-2680	469	20	/downsample16bitimages	/downsample16bitimage	NOUN
fis-2680	469	21	true	true	ADJ
fis-2680	469	22	/flattenerpreset	/flattenerpreset	PUNCT
fis-2680	470	1	<	<	X
fis-2680	470	2	<	<	X
fis-2680	470	3	/presetselector	/presetselector	X
fis-2680	470	4	/mediumresolution	/mediumresolution	NOUN
fis-2680	470	5	>	>	PUNCT
fis-2680	470	6	>	>	X
fis-2680	470	7	/formelements	/formelement	NOUN
fis-2680	471	1	false	false	ADJ
fis-2680	471	2	/generatestructure	/generatestructure	PUNCT
fis-2680	471	3	false	false	ADJ
fis-2680	471	4	/includebookmarks	/includebookmark	NOUN
fis-2680	471	5	false	false	ADJ
fis-2680	471	6	/includehyperlinks	/includehyperlinks	INTJ
fis-2680	471	7	false	false	ADJ
fis-2680	471	8	/includeinteractive	/includeinteractive	ADJ
fis-2680	471	9	false	false	ADJ
fis-2680	471	10	/includelayers	/includelayer	NOUN
fis-2680	471	11	false	false	ADJ
fis-2680	471	12	/includeprofiles	/includeprofiles	INTJ
fis-2680	471	13	false	false	ADJ
fis-2680	471	14	/multimediahandling	/multimediahandling	NOUN
fis-2680	472	1	/useobjectsettings	/useobjectsettings	PRON
fis-2680	473	1	/namespace	/namespace	PUNCT
fis-2680	474	1	[	[	PUNCT
fis-2680	474	2	(	(	PUNCT
fis-2680	474	3	adobe	adobe	PROPN
fis-2680	474	4	)	)	PUNCT
fis-2680	474	5	(	(	PUNCT
fis-2680	474	6	creativesuite	creativesuite	NOUN
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fis-2680	474	8	(	(	PUNCT
fis-2680	474	9	2.0	2.0	NUM
fis-2680	474	10	)	)	PUNCT
fis-2680	474	11	]	]	PUNCT
fis-2680	475	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-2680	475	2	/documentcmyk	/documentcmyk	PUNCT
fis-2680	476	1	/preserveediting	/preserveedite	VERB
fis-2680	476	2	true	true	ADJ
fis-2680	476	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-2680	476	4	/leaveuntagged	/leaveuntagge	VERB
fis-2680	476	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-2680	476	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-2680	476	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-2680	477	1	false	false	ADJ
fis-2680	477	2	>	>	PUNCT
fis-2680	477	3	>	>	X
fis-2680	477	4	]	]	PUNCT
fis-2680	477	5	>	>	PUNCT
fis-2680	477	6	>	>	X
fis-2680	477	7	setdistillerparams	setdistillerparam	NOUN
fis-2680	478	1	<	<	X
fis-2680	478	2	<	<	X
fis-2680	478	3	/hwresolution	/hwresolution	NOUN
fis-2680	479	1	[	[	X
fis-2680	479	2	2400	2400	NUM
fis-2680	479	3	2400	2400	NUM
fis-2680	479	4	]	]	PUNCT
fis-2680	479	5	/pagesize	/pagesize	X
fis-2680	480	1	[	[	X
fis-2680	480	2	612.000	612.000	NUM
fis-2680	480	3	792.000	792.000	NUM
fis-2680	480	4	]	]	PUNCT
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fis-2680	480	6	>	>	X
fis-2680	480	7	setpagedevice	setpagedevice	PROPN