id	sid	tid	token	lemma	pos
fis-1679	1	1	microsoft	microsoft	PROPN
fis-1679	1	2	word	word	NOUN
fis-1679	1	3	numero_35_art_54	numero_35_art_54	PROPN
fis-1679	1	4	w.	w.	PROPN
fis-1679	1	5	xu	xu	PROPN
fis-1679	1	6	et	et	PROPN
fis-1679	1	7	alii	alii	PROPN
fis-1679	1	8	,	,	PUNCT
fis-1679	1	9	frattura	frattura	PROPN
fis-1679	1	10	ed	ed	PROPN
fis-1679	1	11	integrità	integrità	PROPN
fis-1679	1	12	strutturale	strutturale	PROPN
fis-1679	1	13	,	,	PUNCT
fis-1679	1	14	35	35	NUM
fis-1679	1	15	(	(	PUNCT
fis-1679	1	16	2016	2016	NUM
fis-1679	1	17	)	)	PUNCT
fis-1679	1	18	481	481	NUM
fis-1679	1	19	-	-	SYM
fis-1679	1	20	491	491	NUM
fis-1679	1	21	;	;	PUNCT
fis-1679	1	22	doi	doi	NOUN
fis-1679	1	23	:	:	PUNCT
fis-1679	1	24	10.3221	10.3221	NUM
fis-1679	1	25	/	/	SYM
fis-1679	1	26	igf	igf	PROPN
fis-1679	1	27	-	-	PROPN
fis-1679	1	28	esis.35.54	esis.35.54	PROPN
fis-1679	1	29	481	481	NUM
fis-1679	1	30	effect	effect	NOUN
fis-1679	1	31	of	of	ADP
fis-1679	1	32	steel	steel	NOUN
fis-1679	1	33	reinforcement	reinforcement	NOUN
fis-1679	1	34	with	with	ADP
fis-1679	1	35	different	different	ADJ
fis-1679	1	36	degree	degree	NOUN
fis-1679	1	37	of	of	ADP
fis-1679	1	38	corrosion	corrosion	NOUN
fis-1679	1	39	on	on	ADP
fis-1679	1	40	degeneration	degeneration	NOUN
fis-1679	1	41	of	of	ADP
fis-1679	1	42	mechanical	mechanical	ADJ
fis-1679	1	43	performance	performance	NOUN
fis-1679	1	44	of	of	ADP
fis-1679	1	45	reinforced	reinforce	VERB
fis-1679	1	46	concrete	concrete	ADJ
fis-1679	1	47	frame	frame	NOUN
fis-1679	1	48	joints	joint	NOUN
fis-1679	1	49	wu	wu	PROPN
fis-1679	1	50	xu	xu	PROPN
fis-1679	1	51	,	,	PUNCT
fis-1679	1	52	liu	liu	PROPN
fis-1679	1	53	ronggui	ronggui	PROPN
fis-1679	1	54	school	school	NOUN
fis-1679	1	55	of	of	ADP
fis-1679	1	56	civil	civil	ADJ
fis-1679	1	57	engineering	engineering	NOUN
fis-1679	1	58	and	and	CCONJ
fis-1679	1	59	architecture	architecture	NOUN
fis-1679	1	60	,	,	PUNCT
fis-1679	1	61	nantong	nantong	PROPN
fis-1679	1	62	institute	institute	PROPN
fis-1679	1	63	of	of	ADP
fis-1679	1	64	technology	technology	PROPN
fis-1679	1	65	(	(	PUNCT
fis-1679	1	66	nit	nit	NOUN
fis-1679	1	67	)	)	PUNCT
fis-1679	1	68	,	,	PUNCT
fis-1679	1	69	nantong	nantong	PROPN
fis-1679	1	70	,	,	PUNCT
fis-1679	1	71	jiangsu	jiangsu	PROPN
fis-1679	1	72	,	,	PUNCT
fis-1679	1	73	226000	226000	NUM
fis-1679	1	74	,	,	PUNCT
fis-1679	1	75	china	china	PROPN
fis-1679	1	76	wxlrgwu@163.com	wxlrgwu@163.com	PROPN
fis-1679	1	77	abstract	abstract	PROPN
fis-1679	1	78	.	.	PUNCT
fis-1679	2	1	beam	beam	NOUN
fis-1679	2	2	-	-	PUNCT
fis-1679	2	3	column	column	NOUN
fis-1679	2	4	joints	joint	NOUN
fis-1679	2	5	which	which	PRON
fis-1679	2	6	shoulders	shoulder	VERB
fis-1679	2	7	high	high	ADJ
fis-1679	2	8	-	-	PUNCT
fis-1679	2	9	level	level	NOUN
fis-1679	2	10	and	and	CCONJ
fis-1679	2	11	vertical	vertical	ADJ
fis-1679	2	12	shearing	shearing	NOUN
fis-1679	2	13	effect	effect	NOUN
fis-1679	2	14	that	that	PRON
fis-1679	2	15	maintains	maintain	VERB
fis-1679	2	16	balance	balance	NOUN
fis-1679	2	17	of	of	ADP
fis-1679	2	18	beam	beam	NOUN
fis-1679	2	19	and	and	CCONJ
fis-1679	2	20	column	column	NOUN
fis-1679	2	21	end	end	NOUN
fis-1679	2	22	is	be	AUX
fis-1679	2	23	the	the	DET
fis-1679	2	24	major	major	ADJ
fis-1679	2	25	component	component	NOUN
fis-1679	2	26	influencing	influence	VERB
fis-1679	2	27	the	the	DET
fis-1679	2	28	performance	performance	NOUN
fis-1679	2	29	of	of	ADP
fis-1679	2	30	the	the	DET
fis-1679	2	31	whole	whole	ADJ
fis-1679	2	32	framework	framework	NOUN
fis-1679	2	33	.	.	PUNCT
fis-1679	3	1	post	post	NOUN
fis-1679	3	2	earthquake	earthquake	NOUN
fis-1679	3	3	investigation	investigation	NOUN
fis-1679	3	4	suggests	suggest	VERB
fis-1679	3	5	that	that	SCONJ
fis-1679	3	6	collapse	collapse	NOUN
fis-1679	3	7	of	of	ADP
fis-1679	3	8	frame	frame	NOUN
fis-1679	3	9	structure	structure	NOUN
fis-1679	3	10	is	be	AUX
fis-1679	3	11	induced	induce	VERB
fis-1679	3	12	by	by	ADP
fis-1679	3	13	failure	failure	NOUN
fis-1679	3	14	of	of	ADP
fis-1679	3	15	joints	joint	NOUN
fis-1679	3	16	in	in	ADP
fis-1679	3	17	most	most	ADJ
fis-1679	3	18	cases	case	NOUN
fis-1679	3	19	.	.	PUNCT
fis-1679	4	1	thus	thus	ADV
fis-1679	4	2	,	,	PUNCT
fis-1679	4	3	beam	beam	NOUN
fis-1679	4	4	-	-	PUNCT
fis-1679	4	5	column	column	NOUN
fis-1679	4	6	joints	joint	NOUN
fis-1679	4	7	must	must	AUX
fis-1679	4	8	have	have	VERB
fis-1679	4	9	strong	strong	ADJ
fis-1679	4	10	bearing	bearing	NOUN
fis-1679	4	11	capacity	capacity	NOUN
fis-1679	4	12	and	and	CCONJ
fis-1679	4	13	good	good	ADJ
fis-1679	4	14	ductility	ductility	NOUN
fis-1679	4	15	,	,	PUNCT
fis-1679	4	16	and	and	CCONJ
fis-1679	4	17	reinforced	reinforce	VERB
fis-1679	4	18	concrete	concrete	ADJ
fis-1679	4	19	structure	structure	NOUN
fis-1679	4	20	just	just	ADV
fis-1679	4	21	meets	meet	VERB
fis-1679	4	22	the	the	DET
fis-1679	4	23	above	above	ADJ
fis-1679	4	24	requirement	requirement	NOUN
fis-1679	4	25	.	.	PUNCT
fis-1679	5	1	but	but	CCONJ
fis-1679	5	2	corrosion	corrosion	NOUN
fis-1679	5	3	caused	cause	VERB
fis-1679	5	4	by	by	ADP
fis-1679	5	5	long	long	ADJ
fis-1679	5	6	time	time	NOUN
fis-1679	5	7	use	use	NOUN
fis-1679	5	8	of	of	ADP
fis-1679	5	9	reinforced	reinforce	VERB
fis-1679	5	10	concrete	concrete	ADJ
fis-1679	5	11	framework	framework	NOUN
fis-1679	5	12	will	will	AUX
fis-1679	5	13	lead	lead	VERB
fis-1679	5	14	to	to	ADP
fis-1679	5	15	degeneration	degeneration	NOUN
fis-1679	5	16	of	of	ADP
fis-1679	5	17	mechanical	mechanical	ADJ
fis-1679	5	18	performance	performance	NOUN
fis-1679	5	19	of	of	ADP
fis-1679	5	20	joints	joint	NOUN
fis-1679	5	21	.	.	PUNCT
fis-1679	6	1	to	to	PART
fis-1679	6	2	find	find	VERB
fis-1679	6	3	out	out	ADP
fis-1679	6	4	the	the	DET
fis-1679	6	5	rule	rule	NOUN
fis-1679	6	6	of	of	ADP
fis-1679	6	7	effect	effect	NOUN
fis-1679	6	8	of	of	ADP
fis-1679	6	9	steel	steel	NOUN
fis-1679	6	10	reinforcement	reinforcement	NOUN
fis-1679	6	11	with	with	ADP
fis-1679	6	12	different	different	ADJ
fis-1679	6	13	corrosion	corrosion	NOUN
fis-1679	6	14	rate	rate	NOUN
fis-1679	6	15	on	on	ADP
fis-1679	6	16	degeneration	degeneration	NOUN
fis-1679	6	17	of	of	ADP
fis-1679	6	18	bearing	bear	VERB
fis-1679	6	19	capacity	capacity	NOUN
fis-1679	6	20	of	of	ADP
fis-1679	6	21	reinforced	reinforce	VERB
fis-1679	6	22	concrete	concrete	ADJ
fis-1679	6	23	framework	framework	NOUN
fis-1679	6	24	joints	joint	NOUN
fis-1679	6	25	,	,	PUNCT
fis-1679	6	26	this	this	DET
fis-1679	6	27	study	study	NOUN
fis-1679	6	28	made	make	VERB
fis-1679	6	29	a	a	DET
fis-1679	6	30	nonlinear	nonlinear	ADJ
fis-1679	6	31	numerical	numerical	ADJ
fis-1679	6	32	analysis	analysis	NOUN
fis-1679	6	33	on	on	ADP
fis-1679	6	34	fifteen	fifteen	NUM
fis-1679	6	35	models	model	NOUN
fis-1679	6	36	without	without	ADP
fis-1679	6	37	stirrup	stirrup	NOUN
fis-1679	6	38	in	in	ADP
fis-1679	6	39	the	the	DET
fis-1679	6	40	core	core	NOUN
fis-1679	6	41	area	area	NOUN
fis-1679	6	42	of	of	ADP
fis-1679	6	43	reinforced	reinforce	VERB
fis-1679	6	44	concrete	concrete	ADJ
fis-1679	6	45	frame	frame	NOUN
fis-1679	6	46	joints	joint	NOUN
fis-1679	6	47	using	use	VERB
fis-1679	6	48	displacement	displacement	ADJ
fis-1679	6	49	method	method	NOUN
fis-1679	6	50	considering	consider	VERB
fis-1679	6	51	axial	axial	ADJ
fis-1679	6	52	load	load	NOUN
fis-1679	6	53	ratio	ratio	NOUN
fis-1679	6	54	of	of	ADP
fis-1679	6	55	column	column	NOUN
fis-1679	6	56	end	end	NOUN
fis-1679	6	57	and	and	CCONJ
fis-1679	6	58	constraint	constraint	NOUN
fis-1679	6	59	condition	condition	NOUN
fis-1679	6	60	.	.	PUNCT
fis-1679	7	1	this	this	DET
fis-1679	7	2	work	work	NOUN
fis-1679	7	3	aims	aim	VERB
fis-1679	7	4	to	to	PART
fis-1679	7	5	find	find	VERB
fis-1679	7	6	out	out	ADP
fis-1679	7	7	the	the	DET
fis-1679	7	8	key	key	ADJ
fis-1679	7	9	factor	factor	NOUN
fis-1679	7	10	that	that	PRON
fis-1679	7	11	influences	influence	VERB
fis-1679	7	12	mechanical	mechanical	ADJ
fis-1679	7	13	performance	performance	NOUN
fis-1679	7	14	of	of	ADP
fis-1679	7	15	joints	joint	NOUN
fis-1679	7	16	,	,	PUNCT
fis-1679	7	17	thus	thus	ADV
fis-1679	7	18	to	to	PART
fis-1679	7	19	provide	provide	VERB
fis-1679	7	20	a	a	DET
fis-1679	7	21	basis	basis	NOUN
fis-1679	7	22	for	for	ADP
fis-1679	7	23	repair	repair	NOUN
fis-1679	7	24	and	and	CCONJ
fis-1679	7	25	reinforcement	reinforcement	NOUN
fis-1679	7	26	of	of	ADP
fis-1679	7	27	degenerated	degenerated	ADJ
fis-1679	7	28	framework	framework	NOUN
fis-1679	7	29	joints	joint	NOUN
fis-1679	7	30	.	.	PUNCT
fis-1679	8	1	keywords	keyword	NOUN
fis-1679	8	2	.	.	PUNCT
fis-1679	9	1	reinforced	reinforce	VERB
fis-1679	9	2	concrete	concrete	NOUN
fis-1679	9	3	;	;	PUNCT
fis-1679	9	4	mechanical	mechanical	ADJ
fis-1679	9	5	performance	performance	NOUN
fis-1679	9	6	of	of	ADP
fis-1679	9	7	joints	joint	NOUN
fis-1679	9	8	;	;	PUNCT
fis-1679	9	9	corrosion	corrosion	NOUN
fis-1679	9	10	of	of	ADP
fis-1679	9	11	steel	steel	NOUN
fis-1679	9	12	reinforcement	reinforcement	NOUN
fis-1679	9	13	.	.	PUNCT
fis-1679	10	1	introduction	introduction	NOUN
fis-1679	10	2	n	n	PROPN
fis-1679	10	3	china	china	PROPN
fis-1679	10	4	,	,	PUNCT
fis-1679	10	5	most	most	ADJ
fis-1679	10	6	framework	framework	NOUN
fis-1679	10	7	structures	structure	NOUN
fis-1679	10	8	has	have	AUX
fis-1679	10	9	been	be	AUX
fis-1679	10	10	degenerated	degenerate	VERB
fis-1679	10	11	[	[	PUNCT
fis-1679	10	12	1	1	NUM
fis-1679	10	13	]	]	PUNCT
fis-1679	10	14	.	.	PUNCT
fis-1679	11	1	during	during	ADP
fis-1679	11	2	construction	construction	NOUN
fis-1679	11	3	of	of	ADP
fis-1679	11	4	old	old	ADJ
fis-1679	11	5	building	building	NOUN
fis-1679	11	6	,	,	PUNCT
fis-1679	11	7	core	core	NOUN
fis-1679	11	8	area	area	NOUN
fis-1679	11	9	of	of	ADP
fis-1679	11	10	building	building	NOUN
fis-1679	11	11	framework	framework	NOUN
fis-1679	11	12	joints	joint	NOUN
fis-1679	11	13	is	be	AUX
fis-1679	11	14	usually	usually	ADV
fis-1679	11	15	placed	place	VERB
fis-1679	11	16	with	with	ADP
fis-1679	11	17	less	less	ADJ
fis-1679	11	18	or	or	CCONJ
fis-1679	11	19	even	even	ADV
fis-1679	11	20	no	no	DET
fis-1679	11	21	stirrup	stirrup	NOUN
fis-1679	11	22	due	due	ADP
fis-1679	11	23	to	to	ADP
fis-1679	11	24	the	the	DET
fis-1679	11	25	limitation	limitation	NOUN
fis-1679	11	26	of	of	ADP
fis-1679	11	27	building	build	VERB
fis-1679	11	28	science	science	NOUN
fis-1679	11	29	and	and	CCONJ
fis-1679	11	30	technology	technology	NOUN
fis-1679	11	31	and	and	CCONJ
fis-1679	11	32	insufficient	insufficient	ADJ
fis-1679	11	33	understanding	understanding	NOUN
fis-1679	11	34	on	on	ADP
fis-1679	11	35	importance	importance	NOUN
fis-1679	11	36	of	of	ADP
fis-1679	11	37	putting	put	VERB
fis-1679	11	38	stirrup	stirrup	NOUN
fis-1679	11	39	in	in	ADP
fis-1679	11	40	the	the	DET
fis-1679	11	41	core	core	NOUN
fis-1679	11	42	area	area	NOUN
fis-1679	11	43	of	of	ADP
fis-1679	11	44	framework	framework	NOUN
fis-1679	11	45	,	,	PUNCT
fis-1679	11	46	which	which	PRON
fis-1679	11	47	influences	influence	VERB
fis-1679	11	48	quality	quality	NOUN
fis-1679	11	49	of	of	ADP
fis-1679	11	50	old	old	ADJ
fis-1679	11	51	framework	framework	NOUN
fis-1679	11	52	joints	joint	NOUN
fis-1679	12	1	[	[	X
fis-1679	12	2	2	2	NUM
fis-1679	12	3	,	,	PUNCT
fis-1679	12	4	3	3	NUM
fis-1679	12	5	]	]	PUNCT
fis-1679	12	6	.	.	PUNCT
fis-1679	13	1	framework	framework	NOUN
fis-1679	13	2	joints	joint	NOUN
fis-1679	13	3	involving	involve	VERB
fis-1679	13	4	complex	complex	ADJ
fis-1679	13	5	force	force	NOUN
fis-1679	13	6	situation	situation	NOUN
fis-1679	13	7	can	can	AUX
fis-1679	13	8	influence	influence	VERB
fis-1679	13	9	overall	overall	ADJ
fis-1679	13	10	framework	framework	NOUN
fis-1679	13	11	performance	performance	NOUN
fis-1679	13	12	.	.	PUNCT
fis-1679	14	1	therefore	therefore	ADV
fis-1679	14	2	,	,	PUNCT
fis-1679	14	3	studying	study	VERB
fis-1679	14	4	degradation	degradation	NOUN
fis-1679	14	5	of	of	ADP
fis-1679	14	6	mechanical	mechanical	ADJ
fis-1679	14	7	performance	performance	NOUN
fis-1679	14	8	of	of	ADP
fis-1679	14	9	old	old	ADJ
fis-1679	14	10	framework	framework	NOUN
fis-1679	14	11	joints	joint	NOUN
fis-1679	14	12	is	be	AUX
fis-1679	14	13	of	of	ADP
fis-1679	14	14	great	great	ADJ
fis-1679	14	15	and	and	CCONJ
fis-1679	14	16	practical	practical	ADJ
fis-1679	14	17	significance	significance	NOUN
fis-1679	14	18	.	.	PUNCT
fis-1679	15	1	it	it	PRON
fis-1679	15	2	has	have	AUX
fis-1679	15	3	been	be	AUX
fis-1679	15	4	found	find	VERB
fis-1679	15	5	that	that	SCONJ
fis-1679	15	6	,	,	PUNCT
fis-1679	15	7	steel	steel	NOUN
fis-1679	15	8	reinforcement	reinforcement	NOUN
fis-1679	15	9	corrosion	corrosion	NOUN
fis-1679	15	10	is	be	AUX
fis-1679	15	11	the	the	DET
fis-1679	15	12	leading	lead	VERB
fis-1679	15	13	cause	cause	NOUN
fis-1679	15	14	for	for	ADP
fis-1679	15	15	function	function	NOUN
fis-1679	15	16	degeneration	degeneration	NOUN
fis-1679	15	17	of	of	ADP
fis-1679	15	18	old	old	ADJ
fis-1679	15	19	building	building	NOUN
fis-1679	15	20	structure	structure	NOUN
fis-1679	15	21	[	[	X
fis-1679	15	22	4	4	NUM
fis-1679	15	23	]	]	PUNCT
fis-1679	15	24	.	.	PUNCT
fis-1679	16	1	besides	besides	SCONJ
fis-1679	16	2	decrease	decrease	NOUN
fis-1679	16	3	of	of	ADP
fis-1679	16	4	mechanical	mechanical	ADJ
fis-1679	16	5	property	property	NOUN
fis-1679	16	6	,	,	PUNCT
fis-1679	16	7	performance	performance	NOUN
fis-1679	16	8	of	of	ADP
fis-1679	16	9	steel	steel	NOUN
fis-1679	16	10	reinforcement	reinforcement	NOUN
fis-1679	16	11	corrosion	corrosion	NOUN
fis-1679	16	12	also	also	ADV
fis-1679	16	13	includes	include	VERB
fis-1679	16	14	cracking	cracking	NOUN
fis-1679	16	15	and	and	CCONJ
fis-1679	16	16	even	even	ADV
fis-1679	16	17	spalling	spalle	VERB
fis-1679	16	18	of	of	ADP
fis-1679	16	19	concrete	concrete	NOUN
fis-1679	16	20	,	,	PUNCT
fis-1679	16	21	weakening	weaken	VERB
fis-1679	16	22	of	of	ADP
fis-1679	16	23	bound	bind	VERB
fis-1679	16	24	stress	stress	NOUN
fis-1679	16	25	and	and	CCONJ
fis-1679	16	26	decrease	decrease	NOUN
fis-1679	16	27	of	of	ADP
fis-1679	16	28	adhesive	adhesive	ADJ
fis-1679	16	29	property	property	NOUN
fis-1679	16	30	.	.	PUNCT
fis-1679	17	1	currently	currently	ADV
fis-1679	17	2	,	,	PUNCT
fis-1679	17	3	structure	structure	NOUN
fis-1679	17	4	damage	damage	NOUN
fis-1679	17	5	or	or	CCONJ
fis-1679	17	6	instability	instability	NOUN
fis-1679	17	7	induced	induce	VERB
fis-1679	17	8	by	by	ADP
fis-1679	17	9	corrosion	corrosion	NOUN
fis-1679	17	10	of	of	ADP
fis-1679	17	11	steel	steel	NOUN
fis-1679	17	12	reinforcement	reinforcement	NOUN
fis-1679	17	13	in	in	ADP
fis-1679	17	14	concrete	concrete	NOUN
fis-1679	17	15	has	have	AUX
fis-1679	17	16	been	be	AUX
fis-1679	17	17	one	one	NUM
fis-1679	17	18	of	of	ADP
fis-1679	17	19	major	major	ADJ
fis-1679	17	20	issues	issue	NOUN
fis-1679	17	21	concerned	concern	VERB
fis-1679	17	22	by	by	ADP
fis-1679	17	23	the	the	DET
fis-1679	17	24	world	world	NOUN
fis-1679	17	25	;	;	PUNCT
fis-1679	17	26	it	it	PRON
fis-1679	17	27	occupies	occupy	VERB
fis-1679	17	28	a	a	DET
fis-1679	17	29	leading	leading	ADJ
fis-1679	17	30	role	role	NOUN
fis-1679	17	31	in	in	ADP
fis-1679	17	32	factors	factor	NOUN
fis-1679	17	33	influencing	influence	VERB
fis-1679	17	34	durability	durability	NOUN
fis-1679	17	35	of	of	ADP
fis-1679	17	36	structure	structure	NOUN
fis-1679	17	37	[	[	X
fis-1679	17	38	5	5	NUM
fis-1679	17	39	]	]	PUNCT
fis-1679	17	40	.	.	PUNCT
fis-1679	18	1	for	for	ADP
fis-1679	18	2	building	building	NOUN
fis-1679	18	3	which	which	PRON
fis-1679	18	4	needs	need	VERB
fis-1679	18	5	continued	continued	ADJ
fis-1679	18	6	construction	construction	NOUN
fis-1679	18	7	,	,	PUNCT
fis-1679	18	8	steel	steel	NOUN
fis-1679	18	9	reinforcement	reinforcement	NOUN
fis-1679	18	10	corrosion	corrosion	NOUN
fis-1679	18	11	will	will	AUX
fis-1679	18	12	further	far	ADV
fis-1679	18	13	develop	develop	VERB
fis-1679	18	14	and	and	CCONJ
fis-1679	18	15	finally	finally	ADV
fis-1679	18	16	result	result	VERB
fis-1679	18	17	in	in	ADP
fis-1679	18	18	engineering	engineering	NOUN
fis-1679	18	19	accidents	accident	NOUN
fis-1679	18	20	if	if	SCONJ
fis-1679	18	21	no	no	DET
fis-1679	18	22	thorough	thorough	ADJ
fis-1679	18	23	examination	examination	NOUN
fis-1679	18	24	and	and	CCONJ
fis-1679	18	25	effective	effective	ADJ
fis-1679	18	26	treatment	treatment	NOUN
fis-1679	18	27	are	be	AUX
fis-1679	18	28	carried	carry	VERB
fis-1679	18	29	out	out	ADP
fis-1679	18	30	on	on	ADP
fis-1679	18	31	corrosion	corrosion	NOUN
fis-1679	18	32	condition	condition	NOUN
fis-1679	18	33	of	of	ADP
fis-1679	18	34	steel	steel	NOUN
fis-1679	18	35	reinforcement	reinforcement	NOUN
fis-1679	19	1	[	[	X
fis-1679	19	2	6	6	NUM
fis-1679	19	3	]	]	PUNCT
fis-1679	19	4	.	.	PUNCT
fis-1679	20	1	hence	hence	ADV
fis-1679	20	2	it	it	PRON
fis-1679	20	3	is	be	AUX
fis-1679	20	4	necessary	necessary	ADJ
fis-1679	20	5	to	to	PART
fis-1679	20	6	detect	detect	VERB
fis-1679	20	7	steel	steel	NOUN
fis-1679	20	8	reinforcement	reinforcement	NOUN
fis-1679	20	9	corrosion	corrosion	NOUN
fis-1679	20	10	and	and	CCONJ
fis-1679	20	11	evaluate	evaluate	VERB
fis-1679	20	12	durability	durability	NOUN
fis-1679	20	13	and	and	CCONJ
fis-1679	20	14	reliability	reliability	NOUN
fis-1679	20	15	of	of	ADP
fis-1679	20	16	corroded	corroded	ADJ
fis-1679	20	17	component	component	NOUN
fis-1679	20	18	.	.	PUNCT
fis-1679	21	1	research	research	NOUN
fis-1679	21	2	on	on	ADP
fis-1679	21	3	corroded	corroded	ADJ
fis-1679	21	4	i	i	PROPN
fis-1679	21	5	w.	w.	PROPN
fis-1679	21	6	xu	xu	PROPN
fis-1679	21	7	et	et	PROPN
fis-1679	21	8	alii	alii	PROPN
fis-1679	21	9	,	,	PUNCT
fis-1679	21	10	frattura	frattura	PROPN
fis-1679	21	11	ed	ed	PROPN
fis-1679	21	12	integrità	integrità	PROPN
fis-1679	21	13	strutturale	strutturale	PROPN
fis-1679	21	14	,	,	PUNCT
fis-1679	21	15	35	35	NUM
fis-1679	21	16	(	(	PUNCT
fis-1679	21	17	2016	2016	NUM
fis-1679	21	18	)	)	PUNCT
fis-1679	21	19	481	481	NUM
fis-1679	21	20	-	-	SYM
fis-1679	21	21	491	491	NUM
fis-1679	21	22	;	;	PUNCT
fis-1679	21	23	doi	doi	NOUN
fis-1679	21	24	:	:	PUNCT
fis-1679	21	25	10.3221	10.3221	NUM
fis-1679	21	26	/	/	SYM
fis-1679	21	27	igf	igf	PROPN
fis-1679	21	28	-	-	PROPN
fis-1679	21	29	esis.35.54	esis.35.54	PROPN
fis-1679	21	30	482	482	NUM
fis-1679	21	31	reinforced	reinforce	VERB
fis-1679	21	32	concrete	concrete	NOUN
fis-1679	21	33	in	in	ADP
fis-1679	21	34	china	china	PROPN
fis-1679	21	35	and	and	CCONJ
fis-1679	21	36	abroad	abroad	ADV
fis-1679	22	1	[	[	X
fis-1679	22	2	7	7	X
fis-1679	22	3	]	]	PUNCT
fis-1679	22	4	mainly	mainly	ADV
fis-1679	22	5	focuses	focus	VERB
fis-1679	22	6	on	on	ADP
fis-1679	22	7	beam	beam	NOUN
fis-1679	22	8	and	and	CCONJ
fis-1679	22	9	column	column	NOUN
fis-1679	22	10	,	,	PUNCT
fis-1679	22	11	and	and	CCONJ
fis-1679	22	12	few	few	ADJ
fis-1679	22	13	concerns	concern	NOUN
fis-1679	22	14	joints	joint	NOUN
fis-1679	22	15	of	of	ADP
fis-1679	22	16	corroded	corroded	ADJ
fis-1679	22	17	reinforced	reinforce	VERB
fis-1679	22	18	concrete	concrete	ADJ
fis-1679	22	19	framework	framework	NOUN
fis-1679	22	20	.	.	PUNCT
fis-1679	23	1	on	on	ADP
fis-1679	23	2	this	this	DET
fis-1679	23	3	account	account	NOUN
fis-1679	23	4	,	,	PUNCT
fis-1679	23	5	we	we	PRON
fis-1679	23	6	made	make	VERB
fis-1679	23	7	a	a	DET
fis-1679	23	8	simulation	simulation	NOUN
fis-1679	23	9	study	study	NOUN
fis-1679	23	10	on	on	ADP
fis-1679	23	11	mechanical	mechanical	ADJ
fis-1679	23	12	performance	performance	NOUN
fis-1679	23	13	of	of	ADP
fis-1679	23	14	framework	framework	NOUN
fis-1679	23	15	joints	joint	NOUN
fis-1679	23	16	without	without	ADP
fis-1679	23	17	stirrup	stirrup	NOUN
fis-1679	23	18	under	under	ADP
fis-1679	23	19	statistic	statistic	ADJ
fis-1679	23	20	load	load	NOUN
fis-1679	23	21	and	and	CCONJ
fis-1679	23	22	obtained	obtain	VERB
fis-1679	23	23	degeneration	degeneration	NOUN
fis-1679	23	24	rule	rule	NOUN
fis-1679	23	25	of	of	ADP
fis-1679	23	26	bearing	bear	VERB
fis-1679	23	27	capacity	capacity	NOUN
fis-1679	23	28	of	of	ADP
fis-1679	23	29	reinforced	reinforce	VERB
fis-1679	23	30	concrete	concrete	ADJ
fis-1679	23	31	framework	framework	NOUN
fis-1679	23	32	under	under	ADP
fis-1679	23	33	the	the	DET
fis-1679	23	34	influence	influence	NOUN
fis-1679	23	35	of	of	ADP
fis-1679	23	36	different	different	ADJ
fis-1679	23	37	corrosion	corrosion	NOUN
fis-1679	23	38	rate	rate	NOUN
fis-1679	23	39	of	of	ADP
fis-1679	23	40	steel	steel	NOUN
fis-1679	23	41	reinforcement	reinforcement	NOUN
fis-1679	23	42	which	which	PRON
fis-1679	23	43	can	can	AUX
fis-1679	23	44	help	help	VERB
fis-1679	23	45	guiding	guide	VERB
fis-1679	23	46	repair	repair	NOUN
fis-1679	23	47	and	and	CCONJ
fis-1679	23	48	reinforcement	reinforcement	NOUN
fis-1679	23	49	of	of	ADP
fis-1679	23	50	old	old	ADJ
fis-1679	23	51	framework	framework	NOUN
fis-1679	23	52	joints	joint	NOUN
fis-1679	23	53	.	.	PUNCT
fis-1679	24	1	finite	finite	PROPN
fis-1679	24	2	element	element	PROPN
fis-1679	24	3	model	model	NOUN
fis-1679	24	4	and	and	CCONJ
fis-1679	24	5	analysis	analysis	NOUN
fis-1679	24	6	method	method	NOUN
fis-1679	24	7	concrete	concrete	ADJ
fis-1679	24	8	constitutive	constitutive	ADJ
fis-1679	24	9	and	and	CCONJ
fis-1679	24	10	corroded	corroded	ADJ
fis-1679	24	11	steel	steel	NOUN
fis-1679	24	12	reinforcement	reinforcement	NOUN
fis-1679	24	13	relationship	relationship	NOUN
fis-1679	24	14	nilateral	nilateral	ADJ
fis-1679	24	15	compressive	compressive	ADJ
fis-1679	24	16	stress	stress	NOUN
fis-1679	24	17	-	-	PUNCT
fis-1679	24	18	strain	strain	NOUN
fis-1679	24	19	relationship	relationship	NOUN
fis-1679	24	20	reflects	reflect	VERB
fis-1679	24	21	mechanical	mechanical	ADJ
fis-1679	24	22	property	property	NOUN
fis-1679	24	23	of	of	ADP
fis-1679	24	24	concrete	concrete	NOUN
fis-1679	24	25	under	under	ADP
fis-1679	24	26	stress	stress	NOUN
fis-1679	24	27	[	[	X
fis-1679	24	28	8	8	NUM
fis-1679	24	29	]	]	PUNCT
fis-1679	24	30	.	.	PUNCT
fis-1679	25	1	its	its	PRON
fis-1679	25	2	expression	expression	NOUN
fis-1679	25	3	is	be	AUX
fis-1679	25	4	as	as	SCONJ
fis-1679	25	5	follows	follow	VERB
fis-1679	25	6	:	:	PUNCT
fis-1679	25	7	(	(	PUNCT
fis-1679	25	8	1	1	X
fis-1679	25	9	)	)	PUNCT
fis-1679	25	10	c	c	NOUN
fis-1679	25	11	cd	cd	PROPN
fis-1679	25	12	e	e	VERB
fis-1679	25	13			PROPN
fis-1679	25	14			NOUN
fis-1679	25	15	(	(	PUNCT
fis-1679	25	16	1	1	NUM
fis-1679	25	17	)	)	PUNCT
fis-1679	25	18	if	if	SCONJ
fis-1679	25	19	disturbance	disturbance	NOUN
fis-1679	25	20	effect	effect	NOUN
fis-1679	25	21	in	in	ADP
fis-1679	25	22	coal	coal	NOUN
fis-1679	25	23	yielding	yielding	NOUN
fis-1679	25	24	is	be	AUX
fis-1679	25	25	considered	consider	VERB
fis-1679	25	26	,	,	PUNCT
fis-1679	25	27	introduce	introduce	VERB
fis-1679	25	28	disturbance	disturbance	NOUN
fis-1679	25	29	factor	factor	NOUN
fis-1679	25	30	d	d	NOUN
fis-1679	25	31	into	into	ADP
fis-1679	25	32	the	the	DET
fis-1679	25	33	formula	formula	NOUN
fis-1679	25	34	,	,	PUNCT
fis-1679	25	35	then	then	ADV
fis-1679	25	36	the	the	DET
fis-1679	25	37	formula	formula	NOUN
fis-1679	25	38	change	change	NOUN
fis-1679	25	39	to	to	ADP
fis-1679	25	40	:	:	PUNCT
fis-1679	25	41	2	2	NUM
fis-1679	25	42	1	1	NUM
fis-1679	25	43	,	,	PUNCT
fis-1679	25	44	1	1	NUM
fis-1679	25	45	1	1	NUM
fis-1679	25	46	1	1	NUM
fis-1679	25	47	,	,	PUNCT
fis-1679	25	48	1	1	NUM
fis-1679	25	49	(	(	PUNCT
fis-1679	25	50	1	1	NUM
fis-1679	25	51	)	)	PUNCT
fis-1679	25	52	c	c	NOUN
fis-1679	25	53	n	n	PRON
fis-1679	25	54	c	c	NOUN
fis-1679	25	55	c	c	NOUN
fis-1679	25	56	c	c	NOUN
fis-1679	25	57	n	n	NOUN
fis-1679	25	58	x	x	SYM
fis-1679	25	59	n	n	PROPN
fis-1679	25	60	x	x	SYM
fis-1679	25	61	d	d	NOUN
fis-1679	25	62	x	x	X
fis-1679	25	63	x	x	PUNCT
fis-1679	25	64	x	x	NOUN
fis-1679	25	65			ADP
fis-1679	25	66			NOUN
fis-1679	25	67			PROPN
fis-1679	25	68			ADJ
fis-1679	25	69			NOUN
fis-1679	25	70			AUX
fis-1679	25	71			NOUN
fis-1679	25	72			VERB
fis-1679	25	73			NUM
fis-1679	25	74			NUM
fis-1679	25	75			PROPN
fis-1679	25	76			VERB
fis-1679	25	77			PROPN
fis-1679	25	78			PROPN
fis-1679	25	79	(	(	PUNCT
fis-1679	25	80	2	2	NUM
fis-1679	25	81	)	)	PUNCT
fis-1679	25	82	,	,	PUNCT
fis-1679	25	83	,	,	PUNCT
fis-1679	25	84	c	c	PROPN
fis-1679	25	85	r	r	NOUN
fis-1679	25	86	c	c	NOUN
fis-1679	25	87	c	c	NOUN
fis-1679	25	88	c	c	NOUN
fis-1679	25	89	r	r	NOUN
fis-1679	25	90	f	f	PROPN
fis-1679	25	91	e	e	NOUN
fis-1679	25	92			ADP
fis-1679	25	93			PROPN
fis-1679	25	94			PROPN
fis-1679	25	95	(	(	PUNCT
fis-1679	25	96	3	3	NUM
fis-1679	25	97	)	)	PUNCT
fis-1679	25	98	,	,	PUNCT
fis-1679	25	99	,	,	PUNCT
fis-1679	25	100	,	,	PUNCT
fis-1679	25	101	c	c	NOUN
fis-1679	25	102	c	c	NOUN
fis-1679	25	103	r	r	NOUN
fis-1679	25	104	c	c	NOUN
fis-1679	25	105	c	c	NOUN
fis-1679	25	106	r	r	NOUN
fis-1679	25	107	c	c	NOUN
fis-1679	25	108	r	r	NOUN
fis-1679	25	109	e	e	NOUN
fis-1679	25	110	n	n	ADP
fis-1679	25	111	e	e	PROPN
fis-1679	25	112	f	f	PROPN
fis-1679	25	113			PROPN
fis-1679	25	114			PROPN
fis-1679	25	115			PROPN
fis-1679	25	116			NOUN
fis-1679	25	117	(	(	PUNCT
fis-1679	25	118	4	4	NUM
fis-1679	25	119	)	)	PUNCT
fis-1679	25	120	,	,	PUNCT
fis-1679	25	121	c	c	PROPN
fis-1679	25	122	r	r	NOUN
fis-1679	25	123	x	x	SYM
fis-1679	25	124			PROPN
fis-1679	25	125			PROPN
fis-1679	25	126			NUM
fis-1679	25	127	(	(	PUNCT
fis-1679	25	128	5	5	NUM
fis-1679	25	129	)	)	PUNCT
fis-1679	25	130	,	,	PUNCT
fis-1679	26	1	c	c	PROPN
fis-1679	26	2	rf	rf	ADJ
fis-1679	26	3	(	(	PUNCT
fis-1679	26	4	n	n	CCONJ
fis-1679	26	5	/	/	SYM
fis-1679	26	6	mm2	mm2	NOUN
fis-1679	26	7	)	)	PUNCT
fis-1679	26	8	25	25	NUM
fis-1679	26	9	30	30	NUM
fis-1679	26	10	35	35	NUM
fis-1679	26	11	40	40	NUM
fis-1679	26	12	45	45	NUM
fis-1679	26	13	50	50	NUM
fis-1679	26	14	,	,	PUNCT
fis-1679	26	15	c	c	NOUN
fis-1679	26	16	r	r	PROPN
fis-1679	26	17	(	(	PUNCT
fis-1679	26	18	10	10	NUM
fis-1679	26	19	-	-	SYM
fis-1679	26	20	6	6	NUM
fis-1679	26	21	)	)	PUNCT
fis-1679	26	22	1560	1560	NUM
fis-1679	26	23	1640	1640	NUM
fis-1679	26	24	1720	1720	NUM
fis-1679	26	25	1790	1790	NUM
fis-1679	26	26	1850	1850	NUM
fis-1679	26	27	1920	1920	NUM
fis-1679	27	1	c	c	ADJ
fis-1679	27	2	1.06	1.06	NUM
fis-1679	27	3	1.36	1.36	NUM
fis-1679	27	4	1.65	1.65	NUM
fis-1679	27	5	1.94	1.94	NUM
fis-1679	27	6	2.21	2.21	NUM
fis-1679	27	7	2.48	2.48	NUM
fis-1679	27	8	cu	cu	NOUN
fis-1679	27	9	/	/	SYM
fis-1679	27	10	,	,	PUNCT
fis-1679	27	11	c	c	X
fis-1679	27	12	r	r	PROPN
fis-1679	27	13	2.6	2.6	NUM
fis-1679	27	14	2.3	2.3	NUM
fis-1679	27	15	2.1	2.1	NUM
fis-1679	27	16	2.0	2.0	NUM
fis-1679	27	17	1.9	1.9	NUM
fis-1679	27	18	1.9	1.9	NUM
fis-1679	27	19	,	,	PUNCT
fis-1679	27	20	c	c	PROPN
fis-1679	27	21	rf	rf	ADJ
fis-1679	27	22	(	(	PUNCT
fis-1679	27	23	n	n	CCONJ
fis-1679	27	24	/	/	SYM
fis-1679	27	25	mm2	mm2	NOUN
fis-1679	27	26	)	)	PUNCT
fis-1679	27	27	55	55	NUM
fis-1679	27	28	60	60	NUM
fis-1679	27	29	65	65	NUM
fis-1679	27	30	70	70	NUM
fis-1679	27	31	75	75	NUM
fis-1679	27	32	80	80	NUM
fis-1679	27	33	,	,	PUNCT
fis-1679	27	34	c	c	NOUN
fis-1679	27	35	r	r	PROPN
fis-1679	27	36	(	(	PUNCT
fis-1679	27	37	10	10	NUM
fis-1679	27	38	-	-	SYM
fis-1679	27	39	6	6	NUM
fis-1679	27	40	)	)	PUNCT
fis-1679	27	41	1980	1980	NUM
fis-1679	27	42	2030	2030	NUM
fis-1679	27	43	2080	2080	NUM
fis-1679	27	44	2130	2130	NUM
fis-1679	27	45	2190	2190	NUM
fis-1679	27	46	2240	2240	NUM
fis-1679	27	47	c	c	NOUN
fis-1679	27	48	2.74	2.74	NUM
fis-1679	27	49	3.00	3.00	NUM
fis-1679	27	50	3.25	3.25	NUM
fis-1679	27	51	3.50	3.50	NUM
fis-1679	27	52	3.75	3.75	NUM
fis-1679	27	53	3.99	3.99	NUM
fis-1679	27	54	cu	cu	NOUN
fis-1679	27	55	/	/	SYM
fis-1679	27	56	,	,	PUNCT
fis-1679	27	57	c	c	X
fis-1679	27	58	r	r	PROPN
fis-1679	27	59	1.8	1.8	NUM
fis-1679	27	60	1.8	1.8	NUM
fis-1679	27	61	1.7	1.7	NUM
fis-1679	27	62	1.7	1.7	NUM
fis-1679	27	63	1.7	1.7	NUM
fis-1679	27	64	1.6	1.6	NUM
fis-1679	27	65	note	note	NOUN
fis-1679	27	66	:	:	PUNCT
fis-1679	27	67	cu	cu	X
fis-1679	27	68	refers	refer	VERB
fis-1679	27	69	to	to	ADP
fis-1679	27	70	the	the	DET
fis-1679	27	71	compressive	compressive	ADJ
fis-1679	27	72	strain	strain	NOUN
fis-1679	27	73	of	of	ADP
fis-1679	27	74	concrete	concrete	NOUN
fis-1679	27	75	when	when	SCONJ
fis-1679	27	76	the	the	DET
fis-1679	27	77	stress	stress	NOUN
fis-1679	27	78	in	in	ADP
fis-1679	27	79	descending	descend	VERB
fis-1679	27	80	branch	branch	NOUN
fis-1679	27	81	of	of	ADP
fis-1679	27	82	stress	stress	NOUN
fis-1679	27	83	-	-	PUNCT
fis-1679	27	84	strain	strain	NOUN
fis-1679	27	85	curve	curve	NOUN
fis-1679	27	86	is	be	AUX
fis-1679	27	87	equal	equal	ADJ
fis-1679	27	88	to	to	ADP
fis-1679	27	89	0.5	0.5	NUM
fis-1679	27	90	,	,	PUNCT
fis-1679	27	91	c	c	PROPN
fis-1679	27	92	rf	rf	NUM
fis-1679	27	93	.	.	PUNCT
fis-1679	28	1	table	table	NOUN
fis-1679	28	2	1	1	NUM
fis-1679	28	3	:	:	PUNCT
fis-1679	28	4	reference	reference	NOUN
fis-1679	28	5	values	value	NOUN
fis-1679	28	6	of	of	ADP
fis-1679	28	7	parameters	parameter	NOUN
fis-1679	28	8	relating	relate	VERB
fis-1679	28	9	to	to	ADP
fis-1679	28	10	concrete	concrete	ADJ
fis-1679	28	11	single	single	ADJ
fis-1679	28	12	-	-	PUNCT
fis-1679	28	13	axial	axial	ADJ
fis-1679	28	14	compressive	compressive	ADJ
fis-1679	28	15	stress	stress	NOUN
fis-1679	28	16	strain	strain	NOUN
fis-1679	28	17	curve	curve	NOUN
fis-1679	28	18	.	.	PUNCT
fis-1679	29	1	in	in	ADP
fis-1679	29	2	the	the	DET
fis-1679	29	3	formula	formula	NOUN
fis-1679	29	4	,	,	PUNCT
fis-1679	29	5	c	c	PROPN
fis-1679	29	6	refers	refer	VERB
fis-1679	29	7	to	to	ADP
fis-1679	29	8	parameter	parameter	NOUN
fis-1679	29	9	value	value	NOUN
fis-1679	29	10	of	of	ADP
fis-1679	29	11	descending	descend	VERB
fis-1679	29	12	branch	branch	NOUN
fis-1679	29	13	of	of	ADP
fis-1679	29	14	single	single	ADJ
fis-1679	29	15	-	-	PUNCT
fis-1679	29	16	axial	axial	ADJ
fis-1679	29	17	compressive	compressive	ADJ
fis-1679	29	18	stress	stress	NOUN
fis-1679	29	19	strain	strain	NOUN
fis-1679	29	20	curve	curve	NOUN
fis-1679	29	21	of	of	ADP
fis-1679	29	22	concrete	concrete	NOUN
fis-1679	29	23	(	(	PUNCT
fis-1679	29	24	refer	refer	VERB
fis-1679	29	25	to	to	ADP
fis-1679	29	26	table	table	NOUN
fis-1679	29	27	1	1	NUM
fis-1679	29	28	)	)	PUNCT
fis-1679	29	29	;	;	PUNCT
fis-1679	29	30	,	,	PUNCT
fis-1679	29	31	c	c	PROPN
fis-1679	29	32	rf	rf	VERB
fis-1679	29	33	refers	refer	VERB
fis-1679	29	34	to	to	ADP
fis-1679	29	35	representative	representative	ADJ
fis-1679	29	36	value	value	NOUN
fis-1679	29	37	of	of	ADP
fis-1679	29	38	axial	axial	ADJ
fis-1679	29	39	compressive	compressive	ADJ
fis-1679	29	40	strength	strength	NOUN
fis-1679	29	41	of	of	ADP
fis-1679	29	42	concrete	concrete	NOUN
fis-1679	29	43	,	,	PUNCT
fis-1679	29	44	and	and	CCONJ
fis-1679	29	45	its	its	PRON
fis-1679	29	46	concrete	concrete	ADJ
fis-1679	29	47	value	value	NOUN
fis-1679	29	48	is	be	AUX
fis-1679	29	49	determined	determine	VERB
fis-1679	29	50	based	base	VERB
fis-1679	29	51	on	on	ADP
fis-1679	29	52	actual	actual	ADJ
fis-1679	29	53	structural	structural	ADJ
fis-1679	29	54	analysis	analysis	NOUN
fis-1679	29	55	;	;	PUNCT
fis-1679	29	56	,	,	PUNCT
fis-1679	29	57	c	c	PROPN
fis-1679	29	58	r	r	PROPN
fis-1679	29	59	refers	refer	VERB
fis-1679	29	60	to	to	ADP
fis-1679	29	61	peak	peak	VERB
fis-1679	29	62	compressive	compressive	ADJ
fis-1679	29	63	strain	strain	NOUN
fis-1679	29	64	of	of	ADP
fis-1679	29	65	concrete	concrete	NOUN
fis-1679	29	66	corresponding	correspond	VERB
fis-1679	29	67	to	to	ADP
fis-1679	29	68	u	u	PROPN
fis-1679	29	69	w.	w.	PROPN
fis-1679	29	70	xu	xu	PROPN
fis-1679	29	71	et	et	PROPN
fis-1679	29	72	alii	alii	PROPN
fis-1679	29	73	,	,	PUNCT
fis-1679	29	74	frattura	frattura	PROPN
fis-1679	29	75	ed	ed	PROPN
fis-1679	29	76	integrità	integrità	PROPN
fis-1679	29	77	strutturale	strutturale	PROPN
fis-1679	29	78	,	,	PUNCT
fis-1679	29	79	35	35	NUM
fis-1679	29	80	(	(	PUNCT
fis-1679	29	81	2016	2016	NUM
fis-1679	29	82	)	)	PUNCT
fis-1679	29	83	481	481	NUM
fis-1679	29	84	-	-	SYM
fis-1679	29	85	491	491	NUM
fis-1679	29	86	;	;	PUNCT
fis-1679	29	87	doi	doi	NOUN
fis-1679	29	88	:	:	PUNCT
fis-1679	29	89	10.3221	10.3221	NUM
fis-1679	29	90	/	/	SYM
fis-1679	29	91	igf	igf	PROPN
fis-1679	29	92	-	-	PROPN
fis-1679	29	93	esis.35.54	esis.35.54	PROPN
fis-1679	29	94	483	483	NUM
fis-1679	29	95	axial	axial	ADJ
fis-1679	29	96	compressive	compressive	ADJ
fis-1679	29	97	strength	strength	NOUN
fis-1679	29	98	of	of	ADP
fis-1679	29	99	concrete	concrete	NOUN
fis-1679	29	100	,	,	PUNCT
fis-1679	29	101	c	c	PROPN
fis-1679	29	102	rf	rf	PRON
fis-1679	29	103	(	(	PUNCT
fis-1679	29	104	refer	refer	VERB
fis-1679	29	105	to	to	ADP
fis-1679	29	106	table	table	NOUN
fis-1679	29	107	1	1	NUM
fis-1679	29	108	)	)	PUNCT
fis-1679	29	109	;	;	PUNCT
fis-1679	29	110	cd	cd	PROPN
fis-1679	29	111	refers	refer	VERB
fis-1679	29	112	to	to	ADP
fis-1679	29	113	concrete	concrete	ADJ
fis-1679	29	114	single	single	ADJ
fis-1679	29	115	-	-	PUNCT
fis-1679	29	116	axial	axial	ADJ
fis-1679	29	117	compressive	compressive	ADJ
fis-1679	29	118	injury	injury	NOUN
fis-1679	29	119	evolutionary	evolutionary	ADJ
fis-1679	29	120	parameter	parameter	NOUN
fis-1679	29	121	;	;	PUNCT
fis-1679	29	122			PROPN
fis-1679	29	123	refers	refer	VERB
fis-1679	29	124	to	to	ADP
fis-1679	29	125	compressive	compressive	ADJ
fis-1679	29	126	stress	stress	NOUN
fis-1679	29	127	of	of	ADP
fis-1679	29	128	concrete	concrete	NOUN
fis-1679	29	129	;	;	PUNCT
fis-1679	29	130			PROPN
fis-1679	29	131	refers	refer	VERB
fis-1679	29	132	to	to	ADP
fis-1679	29	133	compressive	compressive	ADJ
fis-1679	29	134	strain	strain	NOUN
fis-1679	29	135	of	of	ADP
fis-1679	29	136	concrete	concrete	NOUN
fis-1679	29	137	;	;	PUNCT
fis-1679	29	138	ce	ce	PROPN
fis-1679	29	139	refers	refer	VERB
fis-1679	29	140	to	to	ADP
fis-1679	29	141	elasticity	elasticity	NOUN
fis-1679	29	142	modulus	modulus	NOUN
fis-1679	29	143	of	of	ADP
fis-1679	29	144	concrete	concrete	NOUN
fis-1679	29	145	.	.	PUNCT
fis-1679	30	1	degeneration	degeneration	NOUN
fis-1679	30	2	of	of	ADP
fis-1679	30	3	mechanical	mechanical	ADJ
fis-1679	30	4	property	property	NOUN
fis-1679	30	5	of	of	ADP
fis-1679	30	6	corroded	corroded	ADJ
fis-1679	30	7	steel	steel	NOUN
fis-1679	30	8	reinforcement	reinforcement	NOUN
fis-1679	30	9	mainly	mainly	ADV
fis-1679	30	10	reflects	reflect	VERB
fis-1679	30	11	on	on	ADP
fis-1679	30	12	decrease	decrease	NOUN
fis-1679	30	13	of	of	ADP
fis-1679	30	14	yielding	yield	VERB
fis-1679	30	15	strength	strength	NOUN
fis-1679	30	16	,	,	PUNCT
fis-1679	30	17	ultimate	ultimate	ADJ
fis-1679	30	18	strength	strength	NOUN
fis-1679	30	19	and	and	CCONJ
fis-1679	30	20	elongation	elongation	NOUN
fis-1679	30	21	ultimate	ultimate	ADJ
fis-1679	30	22	of	of	ADP
fis-1679	30	23	concrete	concrete	NOUN
fis-1679	30	24	.	.	PUNCT
fis-1679	31	1	with	with	ADP
fis-1679	31	2	the	the	DET
fis-1679	31	3	increase	increase	NOUN
fis-1679	31	4	of	of	ADP
fis-1679	31	5	corrosion	corrosion	NOUN
fis-1679	31	6	rate	rate	NOUN
fis-1679	31	7	,	,	PUNCT
fis-1679	31	8	ultimate	ultimate	ADJ
fis-1679	31	9	deformability	deformability	NOUN
fis-1679	31	10	weakens	weaken	VERB
fis-1679	31	11	and	and	CCONJ
fis-1679	31	12	yielding	yield	VERB
fis-1679	31	13	platform	platform	NOUN
fis-1679	31	14	shortens	shorten	NOUN
fis-1679	31	15	and	and	CCONJ
fis-1679	31	16	even	even	ADV
fis-1679	31	17	disappears	disappear	VERB
fis-1679	31	18	.	.	PUNCT
fis-1679	32	1	based	base	VERB
fis-1679	32	2	on	on	ADP
fis-1679	32	3	the	the	DET
fis-1679	32	4	feature	feature	NOUN
fis-1679	32	5	,	,	PUNCT
fis-1679	32	6	we	we	PRON
fis-1679	32	7	propose	propose	VERB
fis-1679	32	8	stress	stress	NOUN
fis-1679	32	9	-	-	PUNCT
fis-1679	32	10	strain	strain	NOUN
fis-1679	32	11	relationship	relationship	NOUN
fis-1679	32	12	model	model	NOUN
fis-1679	32	13	for	for	ADP
fis-1679	32	14	corroded	corroded	ADJ
fis-1679	32	15	steel	steel	NOUN
fis-1679	32	16	reinforcement	reinforcement	NOUN
fis-1679	32	17	as	as	SCONJ
fis-1679	32	18	shown	show	VERB
fis-1679	32	19	in	in	ADP
fis-1679	32	20	figure	figure	NOUN
fis-1679	32	21	1	1	NUM
fis-1679	32	22	.	.	PUNCT
fis-1679	33	1	when	when	SCONJ
fis-1679	33	2	corrosion	corrosion	NOUN
fis-1679	33	3	rate	rate	NOUN
fis-1679	33	4	of	of	ADP
fis-1679	33	5	steel	steel	NOUN
fis-1679	33	6	reinforcement	reinforcement	NOUN
fis-1679	33	7	is	be	AUX
fis-1679	33	8	small	small	ADJ
fis-1679	33	9	and	and	CCONJ
fis-1679	33	10	yielding	yield	VERB
fis-1679	33	11	platform	platform	NOUN
fis-1679	33	12	has	have	AUX
fis-1679	33	13	not	not	PART
fis-1679	33	14	disappeared	disappear	VERB
fis-1679	33	15	,	,	PUNCT
fis-1679	33	16	figure	figure	VERB
fis-1679	33	17	1	1	NUM
fis-1679	33	18	(	(	PUNCT
fis-1679	33	19	a	a	NOUN
fis-1679	33	20	)	)	PUNCT
fis-1679	33	21	is	be	AUX
fis-1679	33	22	used	use	VERB
fis-1679	33	23	;	;	PUNCT
fis-1679	33	24	and	and	CCONJ
fis-1679	33	25	when	when	SCONJ
fis-1679	33	26	corrosion	corrosion	NOUN
fis-1679	33	27	rate	rate	NOUN
fis-1679	33	28	exceeds	exceed	VERB
fis-1679	33	29	certain	certain	ADJ
fis-1679	33	30	critical	critical	ADJ
fis-1679	33	31	point	point	NOUN
fis-1679	33	32	and	and	CCONJ
fis-1679	33	33	yielding	yield	VERB
fis-1679	33	34	platform	platform	NOUN
fis-1679	33	35	disappears	disappear	VERB
fis-1679	33	36	,	,	PUNCT
fis-1679	33	37	figure	figure	VERB
fis-1679	33	38	1(b	1(b	NUM
fis-1679	33	39	)	)	PUNCT
fis-1679	33	40	is	be	AUX
fis-1679	33	41	used	use	VERB
fis-1679	33	42	.	.	PUNCT
fis-1679	34	1	ycf	ycf	PROPN
fis-1679	34	2	and	and	CCONJ
fis-1679	34	3	ucf	ucf	PROPN
fis-1679	34	4	refers	refer	VERB
fis-1679	34	5	to	to	ADP
fis-1679	34	6	nominal	nominal	ADJ
fis-1679	34	7	yield	yield	NOUN
fis-1679	34	8	strength	strength	NOUN
fis-1679	34	9	and	and	CCONJ
fis-1679	34	10	nominal	nominal	ADJ
fis-1679	34	11	ultimate	ultimate	ADJ
fis-1679	34	12	strength	strength	NOUN
fis-1679	34	13	of	of	ADP
fis-1679	34	14	corroded	corroded	ADJ
fis-1679	34	15	steel	steel	NOUN
fis-1679	34	16	reinforcement	reinforcement	NOUN
fis-1679	34	17	respectively	respectively	ADV
fis-1679	34	18	;	;	PUNCT
fis-1679	34	19	sc	sc	NOUN
fis-1679	34	20	and	and	CCONJ
fis-1679	34	21	sc	sc	NOUN
fis-1679	34	22	stands	stand	VERB
fis-1679	34	23	for	for	ADP
fis-1679	34	24	stress	stress	NOUN
fis-1679	34	25	and	and	CCONJ
fis-1679	34	26	strain	strain	NOUN
fis-1679	34	27	of	of	ADP
fis-1679	34	28	corroded	corroded	ADJ
fis-1679	34	29	steel	steel	NOUN
fis-1679	34	30	reinforcement	reinforcement	NOUN
fis-1679	34	31	respectively	respectively	ADV
fis-1679	34	32	;	;	PUNCT
fis-1679	34	33	syc	syc	NOUN
fis-1679	34	34	and	and	CCONJ
fis-1679	34	35	suc	suc	NOUN
fis-1679	34	36	stands	stand	VERB
fis-1679	34	37	for	for	ADP
fis-1679	34	38	yielding	yield	VERB
fis-1679	34	39	strain	strain	NOUN
fis-1679	34	40	and	and	CCONJ
fis-1679	34	41	hardening	harden	VERB
fis-1679	34	42	strain	strain	NOUN
fis-1679	34	43	of	of	ADP
fis-1679	34	44	corroded	corroded	ADJ
fis-1679	34	45	steel	steel	NOUN
fis-1679	34	46	reinforcement	reinforcement	NOUN
fis-1679	34	47	.	.	PUNCT
fis-1679	35	1	figure	figure	NOUN
fis-1679	35	2	1	1	NUM
fis-1679	35	3	:	:	PUNCT
fis-1679	35	4	constitutive	constitutive	ADJ
fis-1679	35	5	relation	relation	NOUN
fis-1679	35	6	curves	curve	NOUN
fis-1679	35	7	for	for	ADP
fis-1679	35	8	corroded	corroded	ADJ
fis-1679	35	9	steel	steel	NOUN
fis-1679	35	10	reinforcement	reinforcement	NOUN
fis-1679	35	11	before	before	ADV
fis-1679	35	12	and	and	CCONJ
fis-1679	35	13	after	after	ADP
fis-1679	35	14	disappearance	disappearance	NOUN
fis-1679	35	15	of	of	ADP
fis-1679	35	16	yielding	yield	VERB
fis-1679	35	17	platform	platform	NOUN
fis-1679	35	18	[	[	X
fis-1679	35	19	8	8	NUM
fis-1679	35	20	]	]	PUNCT
fis-1679	35	21	.	.	PUNCT
fis-1679	36	1	finite	finite	PROPN
fis-1679	36	2	element	element	NOUN
fis-1679	36	3	model	model	NOUN
fis-1679	36	4	and	and	CCONJ
fis-1679	36	5	grid	grid	NOUN
fis-1679	36	6	generation	generation	NOUN
fis-1679	36	7	cruciform	cruciform	NOUN
fis-1679	36	8	frame	frame	NOUN
fis-1679	36	9	joints	joint	NOUN
fis-1679	36	10	of	of	ADP
fis-1679	36	11	reinforced	reinforce	VERB
fis-1679	36	12	concrete	concrete	NOUN
fis-1679	36	13	is	be	AUX
fis-1679	36	14	taken	take	VERB
fis-1679	36	15	as	as	ADP
fis-1679	36	16	the	the	DET
fis-1679	36	17	finite	finite	PROPN
fis-1679	36	18	element	element	NOUN
fis-1679	36	19	model	model	NOUN
fis-1679	36	20	(	(	PUNCT
fis-1679	36	21	figure	figure	NOUN
fis-1679	36	22	2	2	NUM
fis-1679	36	23	)	)	PUNCT
fis-1679	36	24	.	.	PUNCT
fis-1679	37	1	size	size	NOUN
fis-1679	37	2	of	of	ADP
fis-1679	37	3	test	test	NOUN
fis-1679	37	4	beam	beam	NOUN
fis-1679	37	5	(	(	PUNCT
fis-1679	37	6	simply	simply	ADV
fis-1679	37	7	supported	support	VERB
fis-1679	37	8	beam	beam	NOUN
fis-1679	37	9	)	)	PUNCT
fis-1679	37	10	used	use	VERB
fis-1679	37	11	for	for	ADP
fis-1679	37	12	modeling	modeling	NOUN
fis-1679	37	13	is	be	AUX
fis-1679	37	14	b×h×l	b×h×l	ADP
fis-1679	37	15	=	=	SYM
fis-1679	37	16	120×200×1900	120×200×1900	NUM
fis-1679	37	17	mm	mm	NOUN
fis-1679	37	18	.	.	PROPN
fis-1679	37	19	span	span	NOUN
fis-1679	37	20	of	of	ADP
fis-1679	37	21	the	the	DET
fis-1679	37	22	beam	beam	NOUN
fis-1679	37	23	is	be	AUX
fis-1679	37	24	1.7	1.7	NUM
fis-1679	37	25	m.	m.	NOUN
fis-1679	37	26	two	two	NUM
fis-1679	37	27	concentrated	concentrated	ADJ
fis-1679	37	28	forces	force	NOUN
fis-1679	37	29	are	be	AUX
fis-1679	37	30	applied	apply	VERB
fis-1679	37	31	on	on	ADP
fis-1679	37	32	midspan	midspan	NOUN
fis-1679	37	33	and	and	CCONJ
fis-1679	37	34	the	the	DET
fis-1679	37	35	distance	distance	NOUN
fis-1679	37	36	between	between	ADP
fis-1679	37	37	two	two	NUM
fis-1679	37	38	forces	force	NOUN
fis-1679	37	39	is	be	AUX
fis-1679	37	40	50	50	NUM
fis-1679	37	41	mm	mm	NOUN
fis-1679	37	42	.	.	PUNCT
fis-1679	38	1	concrete	concrete	ADJ
fis-1679	38	2	cover	cover	NOUN
fis-1679	38	3	of	of	ADP
fis-1679	38	4	main	main	ADJ
fis-1679	38	5	reinforcement	reinforcement	NOUN
fis-1679	38	6	is	be	AUX
fis-1679	38	7	2.5	2.5	NUM
fis-1679	38	8	mm	mm	NOUN
fis-1679	38	9	thick	thick	ADJ
fis-1679	38	10	.	.	PUNCT
fis-1679	39	1	detailed	detailed	ADJ
fis-1679	39	2	size	size	NOUN
fis-1679	39	3	of	of	ADP
fis-1679	39	4	the	the	DET
fis-1679	39	5	beam	beam	NOUN
fis-1679	39	6	and	and	CCONJ
fis-1679	39	7	reinforcement	reinforcement	NOUN
fis-1679	39	8	are	be	AUX
fis-1679	39	9	shown	show	VERB
fis-1679	39	10	in	in	ADP
fis-1679	39	11	figure	figure	NOUN
fis-1679	39	12	3	3	NUM
fis-1679	39	13	.	.	PUNCT
fis-1679	39	14	figure	figure	NOUN
fis-1679	39	15	2	2	NUM
fis-1679	39	16	:	:	PUNCT
fis-1679	39	17	frame	frame	VERB
fis-1679	39	18	joint	joint	ADJ
fis-1679	39	19	model	model	NOUN
fis-1679	39	20	.	.	PUNCT
fis-1679	40	1	w.	w.	PROPN
fis-1679	40	2	xu	xu	PROPN
fis-1679	40	3	et	et	PROPN
fis-1679	40	4	alii	alii	PROPN
fis-1679	40	5	,	,	PUNCT
fis-1679	40	6	frattura	frattura	PROPN
fis-1679	40	7	ed	ed	PROPN
fis-1679	40	8	integrità	integrità	PROPN
fis-1679	40	9	strutturale	strutturale	PROPN
fis-1679	40	10	,	,	PUNCT
fis-1679	40	11	35	35	NUM
fis-1679	40	12	(	(	PUNCT
fis-1679	40	13	2016	2016	NUM
fis-1679	40	14	)	)	PUNCT
fis-1679	40	15	481	481	NUM
fis-1679	40	16	-	-	SYM
fis-1679	40	17	491	491	NUM
fis-1679	40	18	;	;	PUNCT
fis-1679	40	19	doi	doi	NOUN
fis-1679	40	20	:	:	PUNCT
fis-1679	40	21	10.3221	10.3221	NUM
fis-1679	40	22	/	/	SYM
fis-1679	40	23	igf	igf	PROPN
fis-1679	40	24	-	-	PROPN
fis-1679	40	25	esis.35.54	esis.35.54	PROPN
fis-1679	40	26	484	484	NUM
fis-1679	40	27	100	100	NUM
fis-1679	40	28	1700	1700	NUM
fis-1679	40	29	100	100	NUM
fis-1679	40	30	load	load	NOUN
fis-1679	40	31	point	point	NOUN
fis-1679	40	32	load	load	NOUN
fis-1679	40	33	point250	point250	PROPN
fis-1679	40	34	250	250	NUM
fis-1679	40	35	120	120	NUM
fis-1679	40	36	ф6@150	ф6@150	ADJ
fis-1679	40	37	2ф10	2ф10	NUM
fis-1679	40	38	2ф14	2ф14	NUM
fis-1679	40	39	ф6@150	ф6@150	ADJ
fis-1679	40	40	figure	figure	NOUN
fis-1679	40	41	3	3	NUM
fis-1679	40	42	:	:	PUNCT
fis-1679	40	43	size	size	NOUN
fis-1679	40	44	of	of	ADP
fis-1679	40	45	test	test	NOUN
fis-1679	40	46	beam	beam	NOUN
fis-1679	40	47	and	and	CCONJ
fis-1679	40	48	reinforcement	reinforcement	NOUN
fis-1679	40	49	(	(	PUNCT
fis-1679	40	50	1	1	NUM
fis-1679	40	51	)	)	PUNCT
fis-1679	40	52	boundary	boundary	ADJ
fis-1679	40	53	condition	condition	NOUN
fis-1679	40	54	considering	consider	VERB
fis-1679	40	55	symmetry	symmetry	NOUN
fis-1679	40	56	of	of	ADP
fis-1679	40	57	the	the	DET
fis-1679	40	58	structure	structure	NOUN
fis-1679	40	59	,	,	PUNCT
fis-1679	40	60	half	half	NOUN
fis-1679	40	61	of	of	ADP
fis-1679	40	62	the	the	DET
fis-1679	40	63	mid	mid	ADJ
fis-1679	40	64	-	-	ADJ
fis-1679	40	65	span	span	NOUN
fis-1679	40	66	section	section	NOUN
fis-1679	40	67	of	of	ADP
fis-1679	40	68	the	the	DET
fis-1679	40	69	beam	beam	NOUN
fis-1679	40	70	is	be	AUX
fis-1679	40	71	taken	take	VERB
fis-1679	40	72	for	for	ADP
fis-1679	40	73	modeling	modeling	NOUN
fis-1679	40	74	.	.	PUNCT
fis-1679	41	1	mid	mid	ADJ
fis-1679	41	2	-	-	ADJ
fis-1679	41	3	span	span	NOUN
fis-1679	41	4	section	section	NOUN
fis-1679	41	5	is	be	AUX
fis-1679	41	6	set	set	VERB
fis-1679	41	7	to	to	PART
fis-1679	41	8	be	be	AUX
fis-1679	41	9	symmetry	symmetry	NOUN
fis-1679	41	10	constraint	constraint	NOUN
fis-1679	41	11	.	.	PUNCT
fis-1679	42	1	cushion	cushion	NOUN
fis-1679	42	2	block	block	NOUN
fis-1679	42	3	is	be	AUX
fis-1679	42	4	placed	place	VERB
fis-1679	42	5	at	at	ADP
fis-1679	42	6	the	the	DET
fis-1679	42	7	position	position	NOUN
fis-1679	42	8	of	of	ADP
fis-1679	42	9	support	support	NOUN
fis-1679	42	10	and	and	CCONJ
fis-1679	42	11	support	support	NOUN
fis-1679	42	12	constraint	constraint	NOUN
fis-1679	42	13	is	be	AUX
fis-1679	42	14	exerted	exert	VERB
fis-1679	42	15	on	on	ADP
fis-1679	42	16	cushion	cushion	NOUN
fis-1679	42	17	block	block	NOUN
fis-1679	42	18	.	.	PUNCT
fis-1679	43	1	moreover	moreover	ADV
fis-1679	43	2	,	,	PUNCT
fis-1679	43	3	constraints	constraint	NOUN
fis-1679	43	4	in	in	ADP
fis-1679	43	5	x	x	PUNCT
fis-1679	43	6	and	and	CCONJ
fis-1679	43	7	y	y	PROPN
fis-1679	43	8	direction	direction	NOUN
fis-1679	43	9	is	be	AUX
fis-1679	43	10	exerted	exert	VERB
fis-1679	43	11	in	in	ADP
fis-1679	43	12	the	the	DET
fis-1679	43	13	direction	direction	NOUN
fis-1679	43	14	vertical	vertical	ADJ
fis-1679	43	15	to	to	ADP
fis-1679	43	16	the	the	DET
fis-1679	43	17	beam	beam	NOUN
fis-1679	43	18	.	.	PUNCT
fis-1679	44	1	free	free	ADJ
fis-1679	44	2	deformation	deformation	NOUN
fis-1679	44	3	of	of	ADP
fis-1679	44	4	beam	beam	NOUN
fis-1679	44	5	along	along	ADP
fis-1679	44	6	beam	beam	NOUN
fis-1679	44	7	direction	direction	NOUN
fis-1679	44	8	is	be	AUX
fis-1679	44	9	allowed	allow	VERB
fis-1679	44	10	.	.	PUNCT
fis-1679	45	1	(	(	PUNCT
fis-1679	45	2	2	2	X
fis-1679	45	3	)	)	PUNCT
fis-1679	45	4	load	load	NOUN
fis-1679	45	5	application	application	NOUN
fis-1679	45	6	self	self	NOUN
fis-1679	45	7	weight	weight	NOUN
fis-1679	45	8	:	:	PUNCT
fis-1679	45	9	the	the	DET
fis-1679	45	10	model	model	NOUN
fis-1679	45	11	considers	consider	VERB
fis-1679	45	12	self	self	NOUN
fis-1679	45	13	weight	weight	NOUN
fis-1679	45	14	of	of	ADP
fis-1679	45	15	the	the	DET
fis-1679	45	16	structure	structure	NOUN
fis-1679	45	17	;	;	PUNCT
fis-1679	45	18	specific	specific	ADJ
fis-1679	45	19	gravity	gravity	NOUN
fis-1679	45	20	of	of	ADP
fis-1679	45	21	concrete	concrete	ADJ
fis-1679	45	22	and	and	CCONJ
fis-1679	45	23	steel	steel	NOUN
fis-1679	45	24	are	be	AUX
fis-1679	45	25	25	25	NUM
fis-1679	45	26	kn	kn	PROPN
fis-1679	45	27	/	/	SYM
fis-1679	45	28	m3	m3	PROPN
fis-1679	45	29	and	and	CCONJ
fis-1679	45	30	7.85	7.85	NUM
fis-1679	45	31	kn	kn	PROPN
fis-1679	45	32	/	/	SYM
fis-1679	45	33	m3	m3	PROPN
fis-1679	45	34	respectively	respectively	ADV
fis-1679	45	35	;	;	PUNCT
fis-1679	45	36	acceleration	acceleration	NOUN
fis-1679	45	37	of	of	ADP
fis-1679	45	38	gravity	gravity	NOUN
fis-1679	45	39	is	be	AUX
fis-1679	45	40	taken	take	VERB
fis-1679	45	41	as	as	ADP
fis-1679	45	42	9.81	9.81	NUM
fis-1679	45	43	m	m	PROPN
fis-1679	45	44	/	/	SYM
fis-1679	45	45	s2	s2	PROPN
fis-1679	45	46	.	.	PUNCT
fis-1679	46	1	vertical	vertical	ADJ
fis-1679	46	2	load	load	NOUN
fis-1679	46	3	:	:	PUNCT
fis-1679	46	4	as	as	SCONJ
fis-1679	46	5	finite	finite	PROPN
fis-1679	46	6	element	element	NOUN
fis-1679	46	7	analysis	analysis	NOUN
fis-1679	46	8	needs	need	VERB
fis-1679	46	9	to	to	PART
fis-1679	46	10	consider	consider	VERB
fis-1679	46	11	descending	descend	VERB
fis-1679	46	12	branch	branch	NOUN
fis-1679	46	13	of	of	ADP
fis-1679	46	14	the	the	DET
fis-1679	46	15	stress	stress	NOUN
fis-1679	46	16	-	-	PUNCT
fis-1679	46	17	strain	strain	NOUN
fis-1679	46	18	relationship	relationship	NOUN
fis-1679	46	19	curve	curve	NOUN
fis-1679	46	20	,	,	PUNCT
fis-1679	46	21	displacement	displacement	ADJ
fis-1679	46	22	loading	loading	NOUN
fis-1679	46	23	is	be	AUX
fis-1679	46	24	applied	apply	VERB
fis-1679	46	25	,	,	PUNCT
fis-1679	46	26	in	in	ADP
fis-1679	46	27	order	order	NOUN
fis-1679	46	28	to	to	PART
fis-1679	46	29	ensure	ensure	VERB
fis-1679	46	30	calculation	calculation	NOUN
fis-1679	46	31	convegence	convegence	NOUN
fis-1679	46	32	.	.	PUNCT
fis-1679	47	1	vertical	vertical	ADJ
fis-1679	47	2	displacement	displacement	NOUN
fis-1679	47	3	is	be	AUX
fis-1679	47	4	applied	apply	VERB
fis-1679	47	5	on	on	ADP
fis-1679	47	6	loading	loading	NOUN
fis-1679	47	7	site	site	NOUN
fis-1679	47	8	of	of	ADP
fis-1679	47	9	the	the	DET
fis-1679	47	10	test	test	NOUN
fis-1679	47	11	beam	beam	NOUN
fis-1679	47	12	until	until	ADP
fis-1679	47	13	the	the	DET
fis-1679	47	14	beam	beam	NOUN
fis-1679	47	15	breaks	break	NOUN
fis-1679	47	16	.	.	PUNCT
fis-1679	48	1	then	then	ADV
fis-1679	48	2	the	the	DET
fis-1679	48	3	external	external	ADJ
fis-1679	48	4	force	force	NOUN
fis-1679	48	5	exerted	exert	VERB
fis-1679	48	6	is	be	AUX
fis-1679	48	7	calculated	calculate	VERB
fis-1679	48	8	according	accord	VERB
fis-1679	48	9	to	to	ADP
fis-1679	48	10	load	load	NOUN
fis-1679	48	11	-	-	PUNCT
fis-1679	48	12	displacement	displacement	NOUN
fis-1679	48	13	relationship	relationship	NOUN
fis-1679	48	14	of	of	ADP
fis-1679	48	15	the	the	DET
fis-1679	48	16	loading	loading	NOUN
fis-1679	48	17	point	point	NOUN
fis-1679	48	18	.	.	PUNCT
fis-1679	49	1	figure	figure	VERB
fis-1679	49	2	4	4	NUM
fis-1679	49	3	:	:	PUNCT
fis-1679	49	4	nonlinear	nonlinear	ADJ
fis-1679	49	5	spring	spring	NOUN
fis-1679	49	6	unit	unit	NOUN
fis-1679	49	7	.	.	PUNCT
fis-1679	50	1	the	the	DET
fis-1679	50	2	core	core	NOUN
fis-1679	50	3	area	area	NOUN
fis-1679	50	4	of	of	ADP
fis-1679	50	5	frame	frame	NOUN
fis-1679	50	6	joints	joint	NOUN
fis-1679	50	7	is	be	AUX
fis-1679	50	8	not	not	PART
fis-1679	50	9	equipped	equip	VERB
fis-1679	50	10	with	with	ADP
fis-1679	50	11	stirrup	stirrup	NOUN
fis-1679	50	12	;	;	PUNCT
fis-1679	50	13	steel	steel	NOUN
fis-1679	50	14	reinforcement	reinforcement	NOUN
fis-1679	50	15	and	and	CCONJ
fis-1679	50	16	concrete	concrete	NOUN
fis-1679	50	17	are	be	AUX
fis-1679	50	18	modeled	model	VERB
fis-1679	50	19	using	use	VERB
fis-1679	50	20	c3d8r	c3d8r	NUM
fis-1679	50	21	unit	unit	NOUN
fis-1679	50	22	(	(	PUNCT
fis-1679	50	23	c3d8r	c3d8r	NUM
fis-1679	50	24	refers	refer	VERB
fis-1679	50	25	to	to	ADP
fis-1679	50	26	type	type	NOUN
fis-1679	50	27	of	of	ADP
fis-1679	50	28	the	the	DET
fis-1679	50	29	unit	unit	NOUN
fis-1679	50	30	;	;	PUNCT
fis-1679	50	31	c	c	PROPN
fis-1679	50	32	refers	refer	VERB
fis-1679	50	33	to	to	ADP
fis-1679	50	34	entity	entity	NOUN
fis-1679	50	35	unit	unit	NOUN
fis-1679	50	36	;	;	PUNCT
fis-1679	50	37	3d	3d	NUM
fis-1679	50	38	refers	refer	VERB
fis-1679	50	39	to	to	ADP
fis-1679	50	40	three	three	NUM
fis-1679	50	41	dimension	dimension	NOUN
fis-1679	50	42	;	;	PUNCT
fis-1679	50	43	8	8	NUM
fis-1679	50	44	refers	refer	VERB
fis-1679	50	45	to	to	ADP
fis-1679	50	46	number	number	NOUN
fis-1679	50	47	of	of	ADP
fis-1679	50	48	nodes	node	NOUN
fis-1679	50	49	in	in	ADP
fis-1679	50	50	that	that	DET
fis-1679	50	51	unit	unit	NOUN
fis-1679	50	52	;	;	PUNCT
fis-1679	50	53	r	r	NOUN
fis-1679	50	54	means	mean	VERB
fis-1679	50	55	the	the	DET
fis-1679	50	56	unit	unit	NOUN
fis-1679	50	57	is	be	AUX
fis-1679	50	58	a	a	DET
fis-1679	50	59	reduced	reduce	VERB
fis-1679	50	60	integration	integration	NOUN
fis-1679	50	61	unit	unit	NOUN
fis-1679	50	62	)	)	PUNCT
fis-1679	50	63	;	;	PUNCT
fis-1679	50	64	to	to	PART
fis-1679	50	65	simulate	simulate	VERB
fis-1679	50	66	the	the	DET
fis-1679	50	67	interaction	interaction	NOUN
fis-1679	50	68	between	between	ADP
fis-1679	50	69	corroded	corroded	ADJ
fis-1679	50	70	steel	steel	NOUN
fis-1679	50	71	reinforcement	reinforcement	NOUN
fis-1679	50	72	and	and	CCONJ
fis-1679	50	73	concrete	concrete	NOUN
fis-1679	50	74	better	well	ADV
fis-1679	50	75	when	when	SCONJ
fis-1679	50	76	making	make	VERB
fis-1679	50	77	three	three	NUM
fis-1679	50	78	-	-	PUNCT
fis-1679	50	79	dimensional	dimensional	ADJ
fis-1679	50	80	finite	finite	ADJ
fis-1679	50	81	element	element	NOUN
fis-1679	50	82	analysis	analysis	NOUN
fis-1679	50	83	on	on	ADP
fis-1679	50	84	corroded	corroded	ADJ
fis-1679	50	85	steel	steel	NOUN
fis-1679	50	86	reinforced	reinforce	VERB
fis-1679	50	87	concrete	concrete	ADJ
fis-1679	50	88	structural	structural	ADJ
fis-1679	50	89	element	element	NOUN
fis-1679	50	90	,	,	PUNCT
fis-1679	50	91	three	three	NUM
fis-1679	50	92	nonlinear	nonlinear	ADJ
fis-1679	50	93	springs	spring	NOUN
fis-1679	50	94	with	with	ADP
fis-1679	50	95	different	different	ADJ
fis-1679	50	96	stiffness	stiffness	NOUN
fis-1679	50	97	and	and	CCONJ
fis-1679	50	98	vertical	vertical	ADJ
fis-1679	50	99	to	to	ADP
fis-1679	50	100	each	each	DET
fis-1679	50	101	other	other	ADJ
fis-1679	50	102	(	(	PUNCT
fis-1679	50	103	kx	kx	PROPN
fis-1679	50	104	,	,	PUNCT
fis-1679	50	105	ky	ky	PROPN
fis-1679	50	106	,	,	PUNCT
fis-1679	50	107	kz	kz	PROPN
fis-1679	50	108	)	)	PUNCT
fis-1679	50	109	are	be	AUX
fis-1679	50	110	placed	place	VERB
fis-1679	50	111	between	between	ADP
fis-1679	50	112	unit	unit	NOUN
fis-1679	50	113	joint	joint	NOUN
fis-1679	50	114	of	of	ADP
fis-1679	50	115	steel	steel	NOUN
fis-1679	50	116	reinforcement	reinforcement	NOUN
fis-1679	50	117	and	and	CCONJ
fis-1679	50	118	unit	unit	NOUN
fis-1679	50	119	joint	joint	NOUN
fis-1679	50	120	of	of	ADP
fis-1679	50	121	concrete	concrete	NOUN
fis-1679	50	122	.	.	PUNCT
fis-1679	51	1	stiffness	stiffness	ADJ
fis-1679	51	2	matrix	matrix	NOUN
fis-1679	51	3	of	of	ADP
fis-1679	51	4	the	the	DET
fis-1679	51	5	nonlinear	nonlinear	ADJ
fis-1679	51	6	spring	spring	NOUN
fis-1679	51	7	ek	ek	PROPN
fis-1679	51	8	is	be	AUX
fis-1679	51	9	:	:	PUNCT
fis-1679	51	10	w.	w.	PROPN
fis-1679	51	11	xu	xu	PROPN
fis-1679	51	12	et	et	PROPN
fis-1679	51	13	alii	alii	PROPN
fis-1679	51	14	,	,	PUNCT
fis-1679	51	15	frattura	frattura	PROPN
fis-1679	51	16	ed	ed	PROPN
fis-1679	51	17	integrità	integrità	PROPN
fis-1679	51	18	strutturale	strutturale	PROPN
fis-1679	51	19	,	,	PUNCT
fis-1679	51	20	35	35	NUM
fis-1679	51	21	(	(	PUNCT
fis-1679	51	22	2016	2016	NUM
fis-1679	51	23	)	)	PUNCT
fis-1679	51	24	481	481	NUM
fis-1679	51	25	-	-	SYM
fis-1679	51	26	491	491	NUM
fis-1679	51	27	;	;	PUNCT
fis-1679	51	28	doi	doi	NOUN
fis-1679	51	29	:	:	PUNCT
fis-1679	51	30	10.3221	10.3221	NUM
fis-1679	51	31	/	/	SYM
fis-1679	51	32	igf	igf	PROPN
fis-1679	51	33	-	-	PROPN
fis-1679	51	34	esis.35.54	esis.35.54	PROPN
fis-1679	51	35	485	485	NUM
fis-1679	51	36			ADJ
fis-1679	51	37			NOUN
fis-1679	51	38	1	1	NUM
fis-1679	51	39	1	1	NUM
fis-1679	51	40	1	1	NUM
fis-1679	51	41	1	1	NUM
fis-1679	51	42	tg	tg	NOUN
fis-1679	52	1	ek	ek	PROPN
fis-1679	52	2	k	k	PROPN
fis-1679	52	3			NOUN
fis-1679	52	4			ADV
fis-1679	52	5			PROPN
fis-1679	52	6			NOUN
fis-1679	52	7			PROPN
fis-1679	52	8			PROPN
fis-1679	52	9	(	(	PUNCT
fis-1679	52	10	6	6	NUM
fis-1679	52	11	)	)	PUNCT
fis-1679	52	12	where	where	SCONJ
fis-1679	52	13	tgk	tgk	PROPN
fis-1679	52	14	refers	refer	VERB
fis-1679	52	15	to	to	ADP
fis-1679	52	16	slope	slope	NOUN
fis-1679	52	17	of	of	ADP
fis-1679	52	18	unit	unit	NOUN
fis-1679	52	19	force	force	NOUN
fis-1679	52	20	of	of	ADP
fis-1679	52	21	spring	spring	NOUN
fis-1679	52	22	relative	relative	ADJ
fis-1679	52	23	displacement	displacement	NOUN
fis-1679	52	24	(	(	PUNCT
fis-1679	52	25	figure	figure	NOUN
fis-1679	52	26	4	4	NUM
fis-1679	52	27	)	)	PUNCT
fis-1679	52	28	.	.	PUNCT
fis-1679	53	1	unit	unit	NOUN
fis-1679	53	2	grid	grid	NOUN
fis-1679	53	3	generation	generation	NOUN
fis-1679	53	4	is	be	AUX
fis-1679	53	5	an	an	DET
fis-1679	53	6	important	important	ADJ
fis-1679	53	7	step	step	NOUN
fis-1679	53	8	in	in	ADP
fis-1679	53	9	modeling	modeling	NOUN
fis-1679	53	10	which	which	PRON
fis-1679	53	11	can	can	AUX
fis-1679	53	12	transform	transform	VERB
fis-1679	53	13	geometrical	geometrical	ADJ
fis-1679	53	14	model	model	NOUN
fis-1679	53	15	into	into	ADP
fis-1679	53	16	finite	finite	PROPN
fis-1679	53	17	element	element	NOUN
fis-1679	53	18	model	model	NOUN
fis-1679	53	19	composed	compose	VERB
fis-1679	53	20	of	of	ADP
fis-1679	53	21	joints	joint	NOUN
fis-1679	53	22	and	and	CCONJ
fis-1679	53	23	units	unit	NOUN
fis-1679	53	24	.	.	PUNCT
fis-1679	54	1	result	result	NOUN
fis-1679	54	2	of	of	ADP
fis-1679	54	3	grid	grid	NOUN
fis-1679	54	4	generation	generation	NOUN
fis-1679	54	5	directly	directly	ADV
fis-1679	54	6	determines	determine	VERB
fis-1679	54	7	preciseness	preciseness	NOUN
fis-1679	54	8	of	of	ADP
fis-1679	54	9	computation	computation	NOUN
fis-1679	54	10	result	result	NOUN
fis-1679	54	11	and	and	CCONJ
fis-1679	54	12	computation	computation	NOUN
fis-1679	54	13	time	time	NOUN
fis-1679	54	14	[	[	X
fis-1679	54	15	9	9	NUM
fis-1679	54	16	,	,	PUNCT
fis-1679	54	17	10	10	NUM
fis-1679	54	18	]	]	PUNCT
fis-1679	54	19	.	.	PUNCT
fis-1679	55	1	in	in	ADP
fis-1679	55	2	the	the	DET
fis-1679	55	3	study	study	NOUN
fis-1679	55	4	,	,	PUNCT
fis-1679	55	5	we	we	PRON
fis-1679	55	6	adjust	adjust	VERB
fis-1679	55	7	grid	grid	NOUN
fis-1679	55	8	density	density	NOUN
fis-1679	55	9	for	for	ADP
fis-1679	55	10	many	many	ADJ
fis-1679	55	11	times	time	NOUN
fis-1679	55	12	during	during	ADP
fis-1679	55	13	computation	computation	NOUN
fis-1679	55	14	process	process	NOUN
fis-1679	55	15	.	.	PUNCT
fis-1679	56	1	dense	dense	ADJ
fis-1679	56	2	grids	grid	NOUN
fis-1679	56	3	can	can	AUX
fis-1679	56	4	not	not	PART
fis-1679	56	5	ensure	ensure	VERB
fis-1679	56	6	calculation	calculation	NOUN
fis-1679	56	7	convegence	convegence	NOUN
fis-1679	56	8	,	,	PUNCT
fis-1679	56	9	especially	especially	ADV
fis-1679	56	10	when	when	SCONJ
fis-1679	56	11	beam	beam	NOUN
fis-1679	56	12	is	be	AUX
fis-1679	56	13	severely	severely	ADV
fis-1679	56	14	fractured	fractured	ADJ
fis-1679	56	15	;	;	PUNCT
fis-1679	56	16	and	and	CCONJ
fis-1679	56	17	discrete	discrete	ADJ
fis-1679	56	18	grids	grid	NOUN
fis-1679	56	19	will	will	AUX
fis-1679	56	20	result	result	VERB
fis-1679	56	21	in	in	ADP
fis-1679	56	22	poor	poor	ADJ
fis-1679	56	23	computational	computational	ADJ
fis-1679	56	24	accuracy	accuracy	NOUN
fis-1679	56	25	.	.	PUNCT
fis-1679	57	1	figure	figure	NOUN
fis-1679	57	2	5	5	NUM
fis-1679	57	3	shows	show	VERB
fis-1679	57	4	grid	grid	NOUN
fis-1679	57	5	generation	generation	NOUN
fis-1679	57	6	of	of	ADP
fis-1679	57	7	concrete	concrete	ADJ
fis-1679	57	8	unit	unit	NOUN
fis-1679	57	9	.	.	PUNCT
fis-1679	58	1	figure	figure	VERB
fis-1679	58	2	5	5	NUM
fis-1679	58	3	:	:	PUNCT
fis-1679	58	4	grid	grid	NOUN
fis-1679	58	5	generation	generation	NOUN
fis-1679	58	6	of	of	ADP
fis-1679	58	7	concrete	concrete	ADJ
fis-1679	58	8	unit	unit	NOUN
fis-1679	58	9	.	.	PUNCT
fis-1679	59	1	parameters	parameter	NOUN
fis-1679	59	2	of	of	ADP
fis-1679	59	3	model	model	NOUN
fis-1679	59	4	the	the	DET
fis-1679	59	5	analytical	analytical	ADJ
fis-1679	59	6	model	model	NOUN
fis-1679	59	7	uses	use	VERB
fis-1679	59	8	parameters	parameter	NOUN
fis-1679	59	9	including	include	VERB
fis-1679	59	10	axial	axial	ADJ
fis-1679	59	11	compression	compression	NOUN
fis-1679	59	12	ratio	ratio	NOUN
fis-1679	59	13	(	(	PUNCT
fis-1679	59	14	ratio	ratio	NOUN
fis-1679	59	15	of	of	ADP
fis-1679	59	16	design	design	NOUN
fis-1679	59	17	value	value	NOUN
fis-1679	59	18	of	of	ADP
fis-1679	59	19	axial	axial	ADJ
fis-1679	59	20	pressure	pressure	NOUN
fis-1679	59	21	of	of	ADP
fis-1679	59	22	column	column	NOUN
fis-1679	59	23	(	(	PUNCT
fis-1679	59	24	wall	wall	NOUN
fis-1679	59	25	)	)	PUNCT
fis-1679	59	26	to	to	ADP
fis-1679	59	27	product	product	NOUN
fis-1679	59	28	of	of	ADP
fis-1679	59	29	full	full	ADJ
fis-1679	59	30	sectional	sectional	ADJ
fis-1679	59	31	area	area	NOUN
fis-1679	59	32	of	of	ADP
fis-1679	59	33	column	column	NOUN
fis-1679	59	34	(	(	PUNCT
fis-1679	59	35	wall	wall	NOUN
fis-1679	59	36	)	)	PUNCT
fis-1679	59	37	and	and	CCONJ
fis-1679	59	38	design	design	NOUN
fis-1679	59	39	value	value	NOUN
fis-1679	59	40	of	of	ADP
fis-1679	59	41	compressive	compressive	ADJ
fis-1679	59	42	strength	strength	NOUN
fis-1679	59	43	of	of	ADP
fis-1679	59	44	concrete	concrete	ADJ
fis-1679	59	45	column	column	NOUN
fis-1679	59	46	)	)	PUNCT
fis-1679	59	47	and	and	CCONJ
fis-1679	59	48	corrosion	corrosion	NOUN
fis-1679	59	49	rate	rate	NOUN
fis-1679	59	50	of	of	ADP
fis-1679	59	51	steel	steel	NOUN
fis-1679	59	52	reinforcement	reinforcement	NOUN
fis-1679	59	53	[	[	X
fis-1679	59	54	11	11	NUM
fis-1679	59	55	]	]	SYM
fis-1679	59	56	.	.	PUNCT
fis-1679	60	1	c30	c30	PROPN
fis-1679	60	2	concrete	concrete	NOUN
fis-1679	60	3	is	be	AUX
fis-1679	60	4	used	use	VERB
fis-1679	60	5	as	as	ADP
fis-1679	60	6	model	model	NOUN
fis-1679	60	7	;	;	PUNCT
fis-1679	60	8	longitudinal	longitudinal	ADJ
fis-1679	60	9	steel	steel	NOUN
fis-1679	60	10	used	use	VERB
fis-1679	60	11	is	be	AUX
fis-1679	60	12	hrb335	hrb335	NOUN
fis-1679	60	13	;	;	PUNCT
fis-1679	60	14	stirrup	stirrup	NOUN
fis-1679	60	15	used	use	VERB
fis-1679	60	16	is	be	AUX
fis-1679	60	17	hpb235	hpb235	PROPN
fis-1679	60	18	.	.	PUNCT
fis-1679	61	1	corrosion	corrosion	NOUN
fis-1679	61	2	rate	rate	NOUN
fis-1679	61	3	of	of	ADP
fis-1679	61	4	longitudinal	longitudinal	ADJ
fis-1679	61	5	steel	steel	NOUN
fis-1679	61	6	is	be	AUX
fis-1679	61	7	0	0	NUM
fis-1679	61	8	,	,	PUNCT
fis-1679	61	9	2	2	NUM
fis-1679	61	10	%	%	NOUN
fis-1679	61	11	,	,	PUNCT
fis-1679	61	12	5	5	NUM
fis-1679	61	13	%	%	NOUN
fis-1679	61	14	,	,	PUNCT
fis-1679	61	15	10	10	NUM
fis-1679	61	16	%	%	NOUN
fis-1679	61	17	and	and	CCONJ
fis-1679	61	18	15	15	NUM
fis-1679	61	19	%	%	NOUN
fis-1679	61	20	;	;	PUNCT
fis-1679	61	21	axial	axial	ADJ
fis-1679	61	22	compression	compression	NOUN
fis-1679	61	23	ratio	ratio	NOUN
fis-1679	61	24	is	be	AUX
fis-1679	61	25	0.2	0.2	NUM
fis-1679	61	26	,	,	PUNCT
fis-1679	61	27	0.4	0.4	NUM
fis-1679	61	28	and	and	CCONJ
fis-1679	61	29	0.6	0.6	NUM
fis-1679	61	30	.	.	PUNCT
fis-1679	62	1	loading	loading	NOUN
fis-1679	62	2	means	mean	NOUN
fis-1679	62	3	and	and	CCONJ
fis-1679	62	4	boundary	boundary	ADJ
fis-1679	62	5	conditions	condition	NOUN
fis-1679	62	6	orrosion	orrosion	NOUN
fis-1679	62	7	expansion	expansion	NOUN
fis-1679	62	8	of	of	ADP
fis-1679	62	9	steel	steel	NOUN
fis-1679	62	10	reinforcement	reinforcement	NOUN
fis-1679	62	11	is	be	AUX
fis-1679	62	12	stimulated	stimulate	VERB
fis-1679	62	13	by	by	ADP
fis-1679	62	14	exerting	exert	VERB
fis-1679	62	15	radial	radial	ADJ
fis-1679	62	16	displacement	displacement	NOUN
fis-1679	62	17	on	on	ADP
fis-1679	62	18	holes	hole	NOUN
fis-1679	62	19	of	of	ADP
fis-1679	62	20	concrete	concrete	NOUN
fis-1679	62	21	.	.	PUNCT
fis-1679	63	1	assume	assume	VERB
fis-1679	63	2	that	that	SCONJ
fis-1679	63	3	the	the	DET
fis-1679	63	4	steel	steel	NOUN
fis-1679	63	5	reinforcement	reinforcement	NOUN
fis-1679	63	6	is	be	AUX
fis-1679	63	7	evenly	evenly	ADV
fis-1679	63	8	eroded	erode	VERB
fis-1679	63	9	,	,	PUNCT
fis-1679	63	10	1r	1r	NUM
fis-1679	63	11	refers	refer	VERB
fis-1679	63	12	to	to	ADP
fis-1679	63	13	initial	initial	ADJ
fis-1679	63	14	radius	radius	NOUN
fis-1679	63	15	of	of	ADP
fis-1679	63	16	steel	steel	NOUN
fis-1679	63	17	reinforcement	reinforcement	NOUN
fis-1679	63	18	,	,	PUNCT
fis-1679	63	19	2r	2r	NUM
fis-1679	63	20	refers	refer	VERB
fis-1679	63	21	to	to	ADP
fis-1679	63	22	external	external	ADJ
fis-1679	63	23	radius	radius	NOUN
fis-1679	63	24	of	of	ADP
fis-1679	63	25	corrosion	corrosion	NOUN
fis-1679	63	26	product	product	NOUN
fis-1679	63	27	;	;	PUNCT
fis-1679	63	28	3r	3r	NUM
fis-1679	63	29	is	be	AUX
fis-1679	63	30	radius	radius	NOUN
fis-1679	63	31	of	of	ADP
fis-1679	63	32	remaining	remain	VERB
fis-1679	63	33	steel	steel	NOUN
fis-1679	63	34	reinforcement	reinforcement	NOUN
fis-1679	63	35	section	section	NOUN
fis-1679	63	36	.	.	PUNCT
fis-1679	64	1	corrosion	corrosion	NOUN
fis-1679	64	2	rate	rate	NOUN
fis-1679	64	3	of	of	ADP
fis-1679	64	4	steel	steel	NOUN
fis-1679	64	5	reinforcement	reinforcement	NOUN
fis-1679	64	6			NOUN
fis-1679	64	7	is	be	AUX
fis-1679	64	8	:	:	PUNCT
fis-1679	64	9	2	2	NUM
fis-1679	64	10	3	3	NUM
fis-1679	64	11	1	1	NUM
fis-1679	64	12	1	1	NUM
fis-1679	64	13	r	r	NOUN
fis-1679	64	14	r	r	NOUN
fis-1679	64	15			PROPN
fis-1679	64	16			NOUN
fis-1679	64	17			NOUN
fis-1679	64	18			PROPN
fis-1679	64	19			PROPN
fis-1679	64	20			PROPN
fis-1679	64	21			PROPN
fis-1679	65	1			PROPN
fis-1679	65	2			NOUN
fis-1679	65	3	(	(	PUNCT
fis-1679	65	4	7	7	NUM
fis-1679	65	5	)	)	PUNCT
fis-1679	65	6	assume	assume	VERB
fis-1679	65	7	corrosion	corrosion	NOUN
fis-1679	65	8	product	product	NOUN
fis-1679	65	9	is	be	AUX
fis-1679	65	10			NOUN
fis-1679	65	11	times	time	NOUN
fis-1679	65	12	as	as	ADV
fis-1679	65	13	large	large	ADJ
fis-1679	65	14	as	as	ADP
fis-1679	65	15	original	original	ADJ
fis-1679	65	16	steel	steel	NOUN
fis-1679	65	17	reinforcement	reinforcement	NOUN
fis-1679	65	18	and	and	CCONJ
fis-1679	65	19	0	0	PRON
fis-1679	65	20	is	be	AUX
fis-1679	65	21	the	the	DET
fis-1679	65	22	space	space	NOUN
fis-1679	65	23	between	between	ADP
fis-1679	65	24	non	non	ADJ
fis-1679	65	25	-	-	ADJ
fis-1679	65	26	corroded	corroded	ADJ
fis-1679	65	27	steel	steel	NOUN
fis-1679	65	28	reinforcement	reinforcement	NOUN
fis-1679	65	29	and	and	CCONJ
fis-1679	65	30	concrete	concrete	NOUN
fis-1679	65	31	,	,	PUNCT
fis-1679	65	32	then	then	ADV
fis-1679	65	33	the	the	DET
fis-1679	65	34	relationship	relationship	NOUN
fis-1679	65	35	between	between	ADP
fis-1679	65	36	corrosion	corrosion	NOUN
fis-1679	65	37	rate	rate	NOUN
fis-1679	65	38	of	of	ADP
fis-1679	65	39	steel	steel	NOUN
fis-1679	65	40	reinforcement	reinforcement	NOUN
fis-1679	65	41			NOUN
fis-1679	65	42	and	and	CCONJ
fis-1679	65	43	radial	radial	ADJ
fis-1679	65	44	expansion	expansion	NOUN
fis-1679	65	45	displacement	displacement	NOUN
fis-1679	65	46	of	of	ADP
fis-1679	65	47	concrete	concrete	ADJ
fis-1679	65	48			PROPN
fis-1679	65	49	can	can	AUX
fis-1679	65	50	be	be	AUX
fis-1679	65	51	expressed	express	VERB
fis-1679	65	52	as	as	ADP
fis-1679	65	53	:	:	PUNCT
fis-1679	65	54	c	c	PROPN
fis-1679	65	55	w.	w.	PROPN
fis-1679	65	56	xu	xu	PROPN
fis-1679	65	57	et	et	PROPN
fis-1679	65	58	alii	alii	PROPN
fis-1679	65	59	,	,	PUNCT
fis-1679	65	60	frattura	frattura	PROPN
fis-1679	65	61	ed	ed	PROPN
fis-1679	65	62	integrità	integrità	PROPN
fis-1679	65	63	strutturale	strutturale	PROPN
fis-1679	65	64	,	,	PUNCT
fis-1679	65	65	35	35	NUM
fis-1679	65	66	(	(	PUNCT
fis-1679	65	67	2016	2016	NUM
fis-1679	65	68	)	)	PUNCT
fis-1679	65	69	481	481	NUM
fis-1679	65	70	-	-	SYM
fis-1679	65	71	491	491	NUM
fis-1679	65	72	;	;	PUNCT
fis-1679	65	73	doi	doi	NOUN
fis-1679	65	74	:	:	PUNCT
fis-1679	65	75	10.3221	10.3221	NUM
fis-1679	65	76	/	/	SYM
fis-1679	65	77	igf	igf	PROPN
fis-1679	65	78	-	-	PROPN
fis-1679	65	79	esis.35.54	esis.35.54	PROPN
fis-1679	65	80	486	486	NUM
fis-1679	65	81	0	0	NUM
fis-1679	65	82	2	2	NUM
fis-1679	65	83	2	2	NUM
fis-1679	65	84	(	(	PUNCT
fis-1679	65	85	1)r	1)r	NUM
fis-1679	65	86			NUM
fis-1679	65	87			PROPN
fis-1679	65	88			NOUN
fis-1679	65	89			NOUN
fis-1679	65	90			PRON
fis-1679	65	91			X
fis-1679	65	92	(	(	PUNCT
fis-1679	65	93	8)	8)	NUM
fis-1679	65	94	when	when	SCONJ
fis-1679	65	95	corrosion	corrosion	NOUN
fis-1679	65	96	occurs	occur	VERB
fis-1679	65	97	,	,	PUNCT
fis-1679	65	98	corrosion	corrosion	NOUN
fis-1679	65	99	product	product	NOUN
fis-1679	65	100	first	first	ADV
fis-1679	65	101	fills	fill	VERB
fis-1679	65	102	the	the	DET
fis-1679	65	103	space	space	NOUN
fis-1679	65	104	between	between	ADP
fis-1679	65	105	non	non	ADJ
fis-1679	65	106	-	-	ADJ
fis-1679	65	107	corrosive	corrosive	ADJ
fis-1679	65	108	steel	steel	NOUN
fis-1679	65	109	reinforcement	reinforcement	NOUN
fis-1679	65	110	and	and	CCONJ
fis-1679	65	111	concrete	concrete	NOUN
fis-1679	65	112	.	.	PUNCT
fis-1679	66	1	then	then	ADV
fis-1679	66	2	corrosion	corrosion	NOUN
fis-1679	66	3	quantity	quantity	NOUN
fis-1679	66	4	increases	increase	NOUN
fis-1679	66	5	and	and	CCONJ
fis-1679	66	6	volume	volume	NOUN
fis-1679	66	7	becomes	become	VERB
fis-1679	66	8	larger	large	ADJ
fis-1679	66	9	,	,	PUNCT
fis-1679	66	10	resulting	result	VERB
fis-1679	66	11	in	in	ADP
fis-1679	66	12	extrusion	extrusion	NOUN
fis-1679	66	13	on	on	ADP
fis-1679	66	14	concrete	concrete	NOUN
fis-1679	66	15	around	around	ADP
fis-1679	66	16	steel	steel	NOUN
fis-1679	66	17	reinforcement	reinforcement	NOUN
fis-1679	66	18	[	[	X
fis-1679	66	19	12	12	NUM
fis-1679	66	20	,	,	PUNCT
fis-1679	66	21	13	13	NUM
fis-1679	66	22	]	]	PUNCT
fis-1679	66	23	.	.	PUNCT
fis-1679	67	1	model	model	NOUN
fis-1679	67	2	of	of	ADP
fis-1679	67	3	exerting	exert	VERB
fis-1679	67	4	radial	radial	ADJ
fis-1679	67	5	displacement	displacement	NOUN
fis-1679	67	6	on	on	ADP
fis-1679	67	7	concrete	concrete	NOUN
fis-1679	67	8	around	around	ADP
fis-1679	67	9	steel	steel	NOUN
fis-1679	67	10	reinforcement	reinforcement	NOUN
fis-1679	67	11	is	be	AUX
fis-1679	67	12	shown	show	VERB
fis-1679	67	13	in	in	ADP
fis-1679	67	14	figure	figure	NOUN
fis-1679	67	15	6	6	NUM
fis-1679	67	16	.	.	PUNCT
fis-1679	68	1	the	the	DET
fis-1679	68	2	model	model	NOUN
fis-1679	68	3	exerts	exert	VERB
fis-1679	68	4	displacement	displacement	ADJ
fis-1679	68	5	load	load	NOUN
fis-1679	68	6	on	on	ADP
fis-1679	68	7	concrete	concrete	NOUN
fis-1679	68	8	around	around	ADP
fis-1679	68	9	steel	steel	NOUN
fis-1679	68	10	reinforcement	reinforcement	NOUN
fis-1679	68	11	at	at	ADP
fis-1679	68	12	frame	frame	NOUN
fis-1679	68	13	joints	joint	NOUN
fis-1679	68	14	by	by	ADP
fis-1679	68	15	such	such	ADJ
fis-1679	68	16	kind	kind	NOUN
fis-1679	68	17	of	of	ADP
fis-1679	68	18	loading	loading	NOUN
fis-1679	68	19	means	mean	NOUN
fis-1679	68	20	.	.	PUNCT
fis-1679	69	1	figure	figure	VERB
fis-1679	69	2	6	6	NUM
fis-1679	69	3	:	:	PUNCT
fis-1679	69	4	radial	radial	ADJ
fis-1679	69	5	displacement	displacement	ADJ
fis-1679	69	6	loading	loading	NOUN
fis-1679	69	7	model	model	NOUN
fis-1679	69	8	.	.	PUNCT
fis-1679	70	1	analysis	analysis	NOUN
fis-1679	70	2	of	of	ADP
fis-1679	70	3	results	result	NOUN
fis-1679	70	4	stress	stress	VERB
fis-1679	70	5	analysis	analysis	NOUN
fis-1679	70	6	ephogram	ephogram	NOUN
fis-1679	70	7	of	of	ADP
fis-1679	70	8	concrete	concrete	ADJ
fis-1679	70	9	stress	stress	NOUN
fis-1679	70	10	(	(	PUNCT
fis-1679	70	11	kg	kg	NOUN
fis-1679	70	12	/	/	SYM
fis-1679	70	13	cm2	cm2	NOUN
fis-1679	70	14	)	)	PUNCT
fis-1679	70	15	under	under	ADP
fis-1679	70	16	different	different	ADJ
fis-1679	70	17	corrosion	corrosion	NOUN
fis-1679	70	18	rate	rate	NOUN
fis-1679	70	19	when	when	SCONJ
fis-1679	70	20	axial	axial	ADJ
fis-1679	70	21	compression	compression	NOUN
fis-1679	70	22	ratio	ratio	NOUN
fis-1679	70	23	is	be	AUX
fis-1679	70	24	0.2	0.2	NUM
fis-1679	70	25	is	be	AUX
fis-1679	70	26	shown	show	VERB
fis-1679	70	27	in	in	ADP
fis-1679	70	28	figure	figure	NOUN
fis-1679	70	29	7	7	NUM
fis-1679	70	30	.	.	PUNCT
fis-1679	71	1	it	it	PRON
fis-1679	71	2	can	can	AUX
fis-1679	71	3	be	be	AUX
fis-1679	71	4	seen	see	VERB
fis-1679	71	5	from	from	ADP
fis-1679	71	6	figure	figure	NOUN
fis-1679	71	7	7(a	7(a	NUM
fis-1679	71	8	)	)	PUNCT
fis-1679	71	9	that	that	PRON
fis-1679	71	10	,	,	PUNCT
fis-1679	71	11	stress	stress	NOUN
fis-1679	71	12	at	at	ADP
fis-1679	71	13	the	the	DET
fis-1679	71	14	intersection	intersection	NOUN
fis-1679	71	15	of	of	ADP
fis-1679	71	16	concrete	concrete	ADJ
fis-1679	71	17	beam	beam	NOUN
fis-1679	71	18	column	column	NOUN
fis-1679	71	19	is	be	AUX
fis-1679	71	20	the	the	DET
fis-1679	71	21	maximum	maximum	ADJ
fis-1679	71	22	when	when	SCONJ
fis-1679	71	23	corrosion	corrosion	NOUN
fis-1679	71	24	rate	rate	NOUN
fis-1679	71	25	is	be	AUX
fis-1679	71	26	0	0	NUM
fis-1679	71	27	;	;	PUNCT
fis-1679	71	28	and	and	CCONJ
fis-1679	71	29	at	at	ADP
fis-1679	71	30	that	that	DET
fis-1679	71	31	moment	moment	NOUN
fis-1679	71	32	,	,	PUNCT
fis-1679	71	33	cracks	crack	NOUN
fis-1679	71	34	appear	appear	VERB
fis-1679	71	35	and	and	CCONJ
fis-1679	71	36	extend	extend	VERB
fis-1679	71	37	to	to	ADP
fis-1679	71	38	the	the	DET
fis-1679	71	39	core	core	NOUN
fis-1679	71	40	area	area	NOUN
fis-1679	71	41	of	of	ADP
fis-1679	71	42	joints	joint	NOUN
fis-1679	71	43	,	,	PUNCT
fis-1679	71	44	leading	lead	VERB
fis-1679	71	45	to	to	ADP
fis-1679	71	46	shear	shear	ADJ
fis-1679	71	47	failure	failure	NOUN
fis-1679	71	48	;	;	PUNCT
fis-1679	71	49	upper	upper	ADJ
fis-1679	71	50	part	part	NOUN
fis-1679	71	51	of	of	ADP
fis-1679	71	52	left	left	ADJ
fis-1679	71	53	beam	beam	NOUN
fis-1679	71	54	and	and	CCONJ
fis-1679	71	55	lower	low	ADJ
fis-1679	71	56	part	part	NOUN
fis-1679	71	57	of	of	ADP
fis-1679	71	58	right	right	ADJ
fis-1679	71	59	beam	beam	NOUN
fis-1679	71	60	in	in	ADP
fis-1679	71	61	the	the	DET
fis-1679	71	62	core	core	NOUN
fis-1679	71	63	area	area	NOUN
fis-1679	71	64	of	of	ADP
fis-1679	71	65	concrete	concrete	ADJ
fis-1679	71	66	joints	joint	NOUN
fis-1679	71	67	shoulders	shoulder	NOUN
fis-1679	71	68	larger	large	ADJ
fis-1679	71	69	stress	stress	NOUN
fis-1679	71	70	under	under	ADP
fis-1679	71	71	the	the	DET
fis-1679	71	72	influence	influence	NOUN
fis-1679	71	73	from	from	ADP
fis-1679	71	74	antisymmetric	antisymmetric	ADJ
fis-1679	71	75	monotonic	monotonic	ADJ
fis-1679	71	76	load	load	NOUN
fis-1679	71	77	.	.	PUNCT
fis-1679	72	1	figure	figure	NOUN
fis-1679	72	2	7(b	7(b	NOUN
fis-1679	72	3	)	)	PUNCT
fis-1679	72	4	demonstrates	demonstrate	VERB
fis-1679	72	5	that	that	SCONJ
fis-1679	72	6	,	,	PUNCT
fis-1679	72	7	middle	middle	ADJ
fis-1679	72	8	part	part	NOUN
fis-1679	72	9	of	of	ADP
fis-1679	72	10	beam	beam	NOUN
fis-1679	72	11	shoulders	shoulder	NOUN
fis-1679	72	12	the	the	DET
fis-1679	72	13	maximum	maximum	ADJ
fis-1679	72	14	stress	stress	NOUN
fis-1679	72	15	when	when	SCONJ
fis-1679	72	16	corrosion	corrosion	NOUN
fis-1679	72	17	rate	rate	NOUN
fis-1679	72	18	is	be	AUX
fis-1679	72	19	2	2	NUM
fis-1679	72	20	%	%	NOUN
fis-1679	72	21	.	.	PUNCT
fis-1679	73	1	that	that	PRON
fis-1679	73	2	is	be	AUX
fis-1679	73	3	because	because	SCONJ
fis-1679	73	4	concrete	concrete	ADJ
fis-1679	73	5	holes	hole	NOUN
fis-1679	73	6	around	around	ADP
fis-1679	73	7	steel	steel	NOUN
fis-1679	73	8	reinforcement	reinforcement	NOUN
fis-1679	73	9	shoulders	shoulder	NOUN
fis-1679	73	10	radial	radial	ADJ
fis-1679	73	11	displacement	displacement	ADJ
fis-1679	73	12	load	load	NOUN
fis-1679	73	13	from	from	ADP
fis-1679	73	14	middle	middle	ADJ
fis-1679	73	15	part	part	NOUN
fis-1679	73	16	of	of	ADP
fis-1679	73	17	left	left	ADJ
fis-1679	73	18	beam	beam	NOUN
fis-1679	73	19	to	to	PART
fis-1679	73	20	middle	middle	VERB
fis-1679	73	21	part	part	NOUN
fis-1679	73	22	of	of	ADP
fis-1679	73	23	right	right	ADJ
fis-1679	73	24	beam	beam	NOUN
fis-1679	73	25	.	.	PUNCT
fis-1679	74	1	figure	figure	NOUN
fis-1679	74	2	7(c	7(c	NUM
fis-1679	74	3	)	)	PUNCT
fis-1679	74	4	suggests	suggest	VERB
fis-1679	74	5	that	that	SCONJ
fis-1679	74	6	,	,	PUNCT
fis-1679	74	7	changes	change	NOUN
fis-1679	74	8	of	of	ADP
fis-1679	74	9	stress	stress	NOUN
fis-1679	74	10	on	on	ADP
fis-1679	74	11	concrete	concrete	ADJ
fis-1679	74	12	beam	beam	NOUN
fis-1679	74	13	when	when	SCONJ
fis-1679	74	14	corrosion	corrosion	NOUN
fis-1679	74	15	rate	rate	NOUN
fis-1679	74	16	is	be	AUX
fis-1679	74	17	5	5	NUM
fis-1679	74	18	%	%	NOUN
fis-1679	74	19	is	be	AUX
fis-1679	74	20	basically	basically	ADV
fis-1679	74	21	the	the	DET
fis-1679	74	22	same	same	ADJ
fis-1679	74	23	with	with	ADP
fis-1679	74	24	that	that	PRON
fis-1679	74	25	when	when	SCONJ
fis-1679	74	26	corrosion	corrosion	NOUN
fis-1679	74	27	rate	rate	NOUN
fis-1679	74	28	is	be	AUX
fis-1679	74	29	2	2	NUM
fis-1679	74	30	%	%	NOUN
fis-1679	74	31	,	,	PUNCT
fis-1679	74	32	but	but	CCONJ
fis-1679	74	33	the	the	DET
fis-1679	74	34	stress	stress	NOUN
fis-1679	74	35	is	be	AUX
fis-1679	74	36	unevenly	unevenly	ADV
fis-1679	74	37	distributed	distribute	VERB
fis-1679	74	38	.	.	PUNCT
fis-1679	75	1	that	that	PRON
fis-1679	75	2	is	be	AUX
fis-1679	75	3	because	because	SCONJ
fis-1679	75	4	that	that	PRON
fis-1679	75	5	,	,	PUNCT
fis-1679	75	6	joints	joint	NOUN
fis-1679	75	7	can	can	AUX
fis-1679	75	8	still	still	ADV
fis-1679	75	9	shoulder	shoulder	VERB
fis-1679	75	10	radial	radial	ADJ
fis-1679	75	11	displacement	displacement	NOUN
fis-1679	75	12	load	load	NOUN
fis-1679	75	13	though	though	SCONJ
fis-1679	75	14	protective	protective	ADJ
fis-1679	75	15	layer	layer	NOUN
fis-1679	75	16	of	of	ADP
fis-1679	75	17	concrete	concrete	ADJ
fis-1679	75	18	beam	beam	NOUN
fis-1679	75	19	has	have	AUX
fis-1679	75	20	cracked	crack	VERB
fis-1679	75	21	;	;	PUNCT
fis-1679	75	22	stress	stress	NOUN
fis-1679	75	23	on	on	ADP
fis-1679	75	24	concrete	concrete	ADJ
fis-1679	75	25	column	column	NOUN
fis-1679	75	26	at	at	ADP
fis-1679	75	27	the	the	DET
fis-1679	75	28	moment	moment	NOUN
fis-1679	75	29	is	be	AUX
fis-1679	75	30	much	much	ADV
fis-1679	75	31	higher	high	ADJ
fis-1679	75	32	than	than	ADP
fis-1679	75	33	that	that	PRON
fis-1679	75	34	when	when	SCONJ
fis-1679	75	35	corrosion	corrosion	NOUN
fis-1679	75	36	rate	rate	NOUN
fis-1679	75	37	is	be	AUX
fis-1679	75	38	2	2	NUM
fis-1679	75	39	%	%	NOUN
fis-1679	75	40	;	;	PUNCT
fis-1679	75	41	concrete	concrete	ADJ
fis-1679	75	42	column	column	NOUN
fis-1679	75	43	shows	show	VERB
fis-1679	75	44	no	no	DET
fis-1679	75	45	obvious	obvious	ADJ
fis-1679	75	46	stress	stress	NOUN
fis-1679	75	47	changes	change	NOUN
fis-1679	75	48	due	due	ADP
fis-1679	75	49	to	to	ADP
fis-1679	75	50	the	the	DET
fis-1679	75	51	large	large	ADJ
fis-1679	75	52	stress	stress	NOUN
fis-1679	75	53	on	on	ADP
fis-1679	75	54	beam	beam	NOUN
fis-1679	75	55	.	.	PUNCT
fis-1679	76	1	figure	figure	NOUN
fis-1679	76	2	7(d	7(d	NUM
fis-1679	76	3	)	)	PUNCT
fis-1679	76	4	shows	show	VERB
fis-1679	76	5	the	the	DET
fis-1679	76	6	maximum	maximum	ADJ
fis-1679	76	7	stress	stress	NOUN
fis-1679	76	8	on	on	ADP
fis-1679	76	9	concrete	concrete	ADJ
fis-1679	76	10	joints	joint	NOUN
fis-1679	76	11	when	when	SCONJ
fis-1679	76	12	corrosion	corrosion	NOUN
fis-1679	76	13	rate	rate	NOUN
fis-1679	76	14	is	be	AUX
fis-1679	76	15	10	10	NUM
fis-1679	76	16	%	%	NOUN
fis-1679	76	17	is	be	AUX
fis-1679	76	18	smaller	small	ADJ
fis-1679	76	19	than	than	ADP
fis-1679	76	20	that	that	PRON
fis-1679	76	21	when	when	SCONJ
fis-1679	76	22	corrosion	corrosion	NOUN
fis-1679	76	23	rate	rate	NOUN
fis-1679	76	24	is	be	AUX
fis-1679	76	25	5	5	NUM
fis-1679	76	26	%	%	NOUN
fis-1679	76	27	;	;	PUNCT
fis-1679	76	28	maximum	maximum	ADJ
fis-1679	76	29	stress	stress	NOUN
fis-1679	76	30	on	on	ADP
fis-1679	76	31	concrete	concrete	ADJ
fis-1679	76	32	reaches	reach	VERB
fis-1679	76	33	its	its	PRON
fis-1679	76	34	peak	peak	NOUN
fis-1679	76	35	when	when	SCONJ
fis-1679	76	36	corrosion	corrosion	NOUN
fis-1679	76	37	rate	rate	NOUN
fis-1679	76	38	is	be	AUX
fis-1679	76	39	5	5	NUM
fis-1679	76	40	%	%	NOUN
fis-1679	76	41	and	and	CCONJ
fis-1679	76	42	moreover	moreover	ADV
fis-1679	76	43	,	,	PUNCT
fis-1679	76	44	stress	stress	NOUN
fis-1679	76	45	on	on	ADP
fis-1679	76	46	concrete	concrete	ADJ
fis-1679	76	47	column	column	NOUN
fis-1679	76	48	changes	change	NOUN
fis-1679	76	49	sharply	sharply	ADV
fis-1679	76	50	(	(	PUNCT
fis-1679	76	51	column	column	NOUN
fis-1679	76	52	end	end	VERB
fis-1679	76	53	shoulders	shoulder	NOUN
fis-1679	76	54	large	large	ADJ
fis-1679	76	55	stress	stress	NOUN
fis-1679	76	56	and	and	CCONJ
fis-1679	76	57	stress	stress	NOUN
fis-1679	76	58	in	in	ADP
fis-1679	76	59	core	core	ADJ
fis-1679	76	60	area	area	NOUN
fis-1679	76	61	of	of	ADP
fis-1679	76	62	joints	joint	NOUN
fis-1679	76	63	is	be	AUX
fis-1679	76	64	larger	large	ADJ
fis-1679	76	65	than	than	ADP
fis-1679	76	66	beam	beam	NOUN
fis-1679	76	67	end	end	NOUN
fis-1679	76	68	)	)	PUNCT
fis-1679	76	69	.	.	PUNCT
fis-1679	77	1	we	we	PRON
fis-1679	77	2	can	can	AUX
fis-1679	77	3	know	know	VERB
fis-1679	77	4	from	from	ADP
fis-1679	77	5	figure	figure	NOUN
fis-1679	77	6	7(e	7(e	NUM
fis-1679	77	7	)	)	PUNCT
fis-1679	77	8	that	that	SCONJ
fis-1679	77	9	,	,	PUNCT
fis-1679	77	10	the	the	DET
fis-1679	77	11	stress	stress	NOUN
fis-1679	77	12	nephogram	nephogram	NOUN
fis-1679	77	13	of	of	ADP
fis-1679	77	14	concrete	concrete	ADJ
fis-1679	77	15	joints	joint	NOUN
fis-1679	77	16	changes	change	NOUN
fis-1679	77	17	slightly	slightly	ADV
fis-1679	77	18	when	when	SCONJ
fis-1679	77	19	corrosion	corrosion	NOUN
fis-1679	77	20	rate	rate	NOUN
fis-1679	77	21	is	be	AUX
fis-1679	77	22	15	15	NUM
fis-1679	77	23	%	%	NOUN
fis-1679	77	24	;	;	PUNCT
fis-1679	77	25	and	and	CCONJ
fis-1679	77	26	maximum	maximum	ADJ
fis-1679	77	27	stress	stress	NOUN
fis-1679	77	28	on	on	ADP
fis-1679	77	29	concrete	concrete	NOUN
fis-1679	77	30	is	be	AUX
fis-1679	77	31	approximately	approximately	ADV
fis-1679	77	32	equal	equal	ADJ
fis-1679	77	33	to	to	ADP
fis-1679	77	34	that	that	PRON
fis-1679	77	35	when	when	SCONJ
fis-1679	77	36	corrosion	corrosion	NOUN
fis-1679	77	37	rate	rate	NOUN
fis-1679	77	38	is	be	AUX
fis-1679	77	39	10	10	NUM
fis-1679	77	40	%	%	NOUN
fis-1679	77	41	.	.	PUNCT
fis-1679	78	1	effect	effect	NOUN
fis-1679	78	2	of	of	ADP
fis-1679	78	3	changes	change	NOUN
fis-1679	78	4	of	of	ADP
fis-1679	78	5	corrosion	corrosion	NOUN
fis-1679	78	6	rate	rate	NOUN
fis-1679	78	7	on	on	ADP
fis-1679	78	8	bearing	bear	VERB
fis-1679	78	9	capacity	capacity	NOUN
fis-1679	78	10	to	to	PART
fis-1679	78	11	discuss	discuss	VERB
fis-1679	78	12	over	over	ADP
fis-1679	78	13	effect	effect	NOUN
fis-1679	78	14	of	of	ADP
fis-1679	78	15	changes	change	NOUN
fis-1679	78	16	of	of	ADP
fis-1679	78	17	corrosion	corrosion	NOUN
fis-1679	78	18	rate	rate	NOUN
fis-1679	78	19	of	of	ADP
fis-1679	78	20	steel	steel	NOUN
fis-1679	78	21	reinforcement	reinforcement	NOUN
fis-1679	78	22	on	on	ADP
fis-1679	78	23	bearing	bear	VERB
fis-1679	78	24	capacity	capacity	NOUN
fis-1679	78	25	of	of	ADP
fis-1679	78	26	component	component	NOUN
fis-1679	78	27	under	under	ADP
fis-1679	78	28	fixed	fix	VERB
fis-1679	78	29	axial	axial	ADJ
fis-1679	78	30	compression	compression	NOUN
fis-1679	78	31	ratio	ratio	NOUN
fis-1679	78	32	,	,	PUNCT
fis-1679	78	33	we	we	PRON
fis-1679	78	34	divide	divide	VERB
fis-1679	78	35	fifteen	fifteen	NUM
fis-1679	78	36	stimulation	stimulation	NOUN
fis-1679	78	37	analysis	analysis	NOUN
fis-1679	78	38	results	result	NOUN
fis-1679	78	39	into	into	ADP
fis-1679	78	40	three	three	NUM
fis-1679	78	41	groups	group	NOUN
fis-1679	78	42	according	accord	VERB
fis-1679	78	43	to	to	ADP
fis-1679	78	44	axial	axial	ADJ
fis-1679	78	45	compression	compression	NOUN
fis-1679	78	46	ratio	ratio	NOUN
fis-1679	78	47	.	.	PUNCT
fis-1679	79	1	figure	figure	NOUN
fis-1679	79	2	8	8	NUM
fis-1679	79	3	~10	~10	PUNCT
fis-1679	79	4	give	give	VERB
fis-1679	79	5	load	load	NOUN
fis-1679	79	6	-	-	PUNCT
fis-1679	79	7	displacement	displacement	NOUN
fis-1679	79	8	curves	curve	NOUN
fis-1679	79	9	of	of	ADP
fis-1679	79	10	different	different	ADJ
fis-1679	79	11	test	test	NOUN
fis-1679	79	12	specimen	speciman	NOUN
fis-1679	79	13	.	.	PUNCT
fis-1679	80	1	n	n	PROPN
fis-1679	80	2	w.	w.	PROPN
fis-1679	80	3	xu	xu	PROPN
fis-1679	80	4	et	et	PROPN
fis-1679	80	5	alii	alii	PROPN
fis-1679	80	6	,	,	PUNCT
fis-1679	80	7	frattura	frattura	PROPN
fis-1679	80	8	ed	ed	PROPN
fis-1679	80	9	integrità	integrità	PROPN
fis-1679	80	10	strutturale	strutturale	PROPN
fis-1679	80	11	,	,	PUNCT
fis-1679	80	12	35	35	NUM
fis-1679	80	13	(	(	PUNCT
fis-1679	80	14	2016	2016	NUM
fis-1679	80	15	)	)	PUNCT
fis-1679	80	16	481	481	NUM
fis-1679	80	17	-	-	SYM
fis-1679	80	18	491	491	NUM
fis-1679	80	19	;	;	PUNCT
fis-1679	80	20	doi	doi	NOUN
fis-1679	80	21	:	:	PUNCT
fis-1679	80	22	10.3221	10.3221	NUM
fis-1679	80	23	/	/	SYM
fis-1679	80	24	igf	igf	PROPN
fis-1679	80	25	-	-	PROPN
fis-1679	80	26	esis.35.54	esis.35.54	PROPN
fis-1679	80	27	487	487	NUM
fis-1679	80	28	+	+	NOUN
fis-1679	80	29	1.391	1.391	NUM
fis-1679	80	30	x	x	SYM
fis-1679	80	31	107	107	NUM
fis-1679	80	32	+	+	NUM
fis-1679	80	33	1.276	1.276	NUM
fis-1679	80	34	x	x	SYM
fis-1679	80	35	107	107	NUM
fis-1679	80	36	+	+	CCONJ
fis-1679	80	37	1.161	1.161	NUM
fis-1679	80	38	x	x	SYM
fis-1679	80	39	107	107	NUM
fis-1679	80	40	+	+	CCONJ
fis-1679	80	41	1.047	1.047	NUM
fis-1679	80	42	x	x	SYM
fis-1679	80	43	107	107	NUM
fis-1679	80	44	+	+	CCONJ
fis-1679	80	45	9.316	9.316	NUM
fis-1679	80	46	x	x	SYM
fis-1679	80	47	106	106	NUM
fis-1679	80	48	+	+	NUM
fis-1679	80	49	8.168	8.168	NUM
fis-1679	80	50	x	x	SYM
fis-1679	80	51	106	106	NUM
fis-1679	80	52	+	+	CCONJ
fis-1679	80	53	7.019	7.019	NUM
fis-1679	80	54	x	x	SYM
fis-1679	80	55	106	106	NUM
fis-1679	80	56	+	+	CCONJ
fis-1679	80	57	5.870	5.870	NUM
fis-1679	80	58	x	x	SYM
fis-1679	80	59	106	106	NUM
fis-1679	80	60	+	+	NUM
fis-1679	80	61	4.721	4.721	NUM
fis-1679	80	62	x	x	SYM
fis-1679	80	63	106	106	NUM
fis-1679	80	64	+	+	CCONJ
fis-1679	80	65	3.572	3.572	NUM
fis-1679	80	66	x	x	SYM
fis-1679	80	67	106	106	NUM
fis-1679	80	68	+	+	NUM
fis-1679	80	69	2.423	2.423	NUM
fis-1679	80	70	x	x	SYM
fis-1679	80	71	106	106	NUM
fis-1679	80	72	+	+	NUM
fis-1679	80	73	1.275	1.275	NUM
fis-1679	80	74	x	x	SYM
fis-1679	80	75	106	106	NUM
fis-1679	80	76	+	+	NUM
fis-1679	80	77	1.257	1.257	NUM
fis-1679	80	78	x	x	SYM
fis-1679	80	79	106	106	NUM
fis-1679	80	80	(	(	PUNCT
fis-1679	80	81	a	a	NOUN
fis-1679	80	82	)	)	PUNCT
fis-1679	80	83	corrosion	corrosion	NOUN
fis-1679	80	84	rate	rate	NOUN
fis-1679	80	85	of	of	ADP
fis-1679	80	86	steel	steel	NOUN
fis-1679	80	87	reinforcement	reinforcement	NOUN
fis-1679	80	88	0	0	NUM
fis-1679	81	1	(	(	PUNCT
fis-1679	81	2	b	b	NOUN
fis-1679	81	3	)	)	PUNCT
fis-1679	81	4	corrosion	corrosion	NOUN
fis-1679	81	5	rate	rate	NOUN
fis-1679	81	6	of	of	ADP
fis-1679	81	7	steel	steel	NOUN
fis-1679	81	8	reinforcement	reinforcement	NOUN
fis-1679	81	9	2	2	NUM
fis-1679	81	10	%	%	NOUN
fis-1679	81	11	+	+	NOUN
fis-1679	81	12	1.699	1.699	NUM
fis-1679	81	13	x	x	SYM
fis-1679	81	14	107	107	NUM
fis-1679	81	15	+	+	NUM
fis-1679	81	16	1.558	1.558	NUM
fis-1679	81	17	x	x	SYM
fis-1679	81	18	107	107	NUM
fis-1679	81	19	+	+	CCONJ
fis-1679	81	20	1.416	1.416	NUM
fis-1679	81	21	x	x	SYM
fis-1679	81	22	107	107	NUM
fis-1679	81	23	+	+	NUM
fis-1679	81	24	1.275	1.275	NUM
fis-1679	81	25	x	x	SYM
fis-1679	81	26	107	107	NUM
fis-1679	81	27	+	+	CCONJ
fis-1679	81	28	1.133	1.133	NUM
fis-1679	81	29	x	x	SYM
fis-1679	81	30	106	106	NUM
fis-1679	82	1	+	+	CCONJ
fis-1679	83	1	9.915	9.915	NUM
fis-1679	83	2	x	x	SYM
fis-1679	83	3	106	106	NUM
fis-1679	83	4	+	+	NUM
fis-1679	83	5	8.505	8.505	NUM
fis-1679	83	6	x	x	SYM
fis-1679	83	7	106	106	NUM
fis-1679	83	8	+	+	NUM
fis-1679	83	9	7.090	7.090	NUM
fis-1679	83	10	x	x	SYM
fis-1679	83	11	106	106	NUM
fis-1679	83	12	+	+	NUM
fis-1679	83	13	5.675	5.675	NUM
fis-1679	83	14	x	x	SYM
fis-1679	83	15	106	106	NUM
fis-1679	83	16	+	+	CCONJ
fis-1679	83	17	4.261	4.261	NUM
fis-1679	83	18	x	x	SYM
fis-1679	83	19	106	106	NUM
fis-1679	83	20	+	+	CCONJ
fis-1679	83	21	2.846	2.846	NUM
fis-1679	83	22	x	x	SYM
fis-1679	83	23	106	106	NUM
fis-1679	83	24	+	+	NUM
fis-1679	83	25	1.432	1.432	NUM
fis-1679	83	26	x	x	SYM
fis-1679	83	27	106	106	NUM
fis-1679	83	28	+	+	CCONJ
fis-1679	83	29	1.703	1.703	NUM
fis-1679	83	30	x	x	SYM
fis-1679	83	31	106	106	NUM
fis-1679	83	32	+	+	NUM
fis-1679	83	33	1.855	1.855	NUM
fis-1679	83	34	x	x	SYM
fis-1679	83	35	107	107	NUM
fis-1679	83	36	+	+	NUM
fis-1679	83	37	1.700	1.700	NUM
fis-1679	83	38	x	x	SYM
fis-1679	83	39	107	107	NUM
fis-1679	83	40	+	+	CCONJ
fis-1679	83	41	1.546	1.546	NUM
fis-1679	83	42	x	x	SYM
fis-1679	83	43	107	107	NUM
fis-1679	83	44	+	+	CCONJ
fis-1679	83	45	1.391	1.391	NUM
fis-1679	83	46	x	x	SYM
fis-1679	83	47	107	107	NUM
fis-1679	83	48	+	+	CCONJ
fis-1679	83	49	1.237	1.237	NUM
fis-1679	83	50	x	x	SYM
fis-1679	83	51	106	106	NUM
fis-1679	83	52	+	+	CCONJ
fis-1679	83	53	0.082	0.082	NUM
fis-1679	83	54	x	x	SYM
fis-1679	83	55	106	106	NUM
fis-1679	83	56	+	+	CCONJ
fis-1679	83	57	9.280	9.280	NUM
fis-1679	83	58	x	x	SYM
fis-1679	83	59	106	106	NUM
fis-1679	83	60	+	+	CCONJ
fis-1679	83	61	7.736	7.736	NUM
fis-1679	83	62	x	x	SYM
fis-1679	83	63	106	106	NUM
fis-1679	84	1	+	+	NUM
fis-1679	84	2	6.192	6.192	NUM
fis-1679	84	3	x	x	SYM
fis-1679	84	4	106	106	NUM
fis-1679	85	1	+	+	NUM
fis-1679	85	2	4.647	4.647	NUM
fis-1679	85	3	x	x	SYM
fis-1679	85	4	106	106	NUM
fis-1679	85	5	+	+	NUM
fis-1679	85	6	3.103	3.103	NUM
fis-1679	85	7	x	x	SYM
fis-1679	85	8	106	106	NUM
fis-1679	85	9	+	+	NUM
fis-1679	85	10	1.558	1.558	NUM
fis-1679	85	11	x	x	SYM
fis-1679	85	12	106	106	NUM
fis-1679	85	13	+	+	NUM
fis-1679	85	14	1.411	1.411	NUM
fis-1679	85	15	x	x	SYM
fis-1679	85	16	106	106	NUM
fis-1679	85	17	+	+	NUM
fis-1679	85	18	1.631	1.631	NUM
fis-1679	85	19	x	x	SYM
fis-1679	85	20	107	107	NUM
fis-1679	85	21	+	+	CCONJ
fis-1679	85	22	1.495	1.495	NUM
fis-1679	85	23	x	x	SYM
fis-1679	85	24	107	107	NUM
fis-1679	85	25	+	+	CCONJ
fis-1679	85	26	1.359	1.359	NUM
fis-1679	85	27	x	x	SYM
fis-1679	85	28	107	107	NUM
fis-1679	85	29	+	+	NUM
fis-1679	85	30	1.223	1.223	NUM
fis-1679	85	31	x	x	SYM
fis-1679	85	32	107	107	NUM
fis-1679	85	33	+	+	CCONJ
fis-1679	85	34	1.088	1.088	NUM
fis-1679	85	35	x	x	SYM
fis-1679	85	36	106	106	NUM
fis-1679	85	37	+	+	NUM
fis-1679	85	38	9.519	9.519	NUM
fis-1679	85	39	x	x	SYM
fis-1679	85	40	106	106	NUM
fis-1679	85	41	+	+	CCONJ
fis-1679	85	42	8.161	8.161	NUM
fis-1679	85	43	x	x	SYM
fis-1679	85	44	106	106	NUM
fis-1679	85	45	+	+	NUM
fis-1679	85	46	6.804	6.804	NUM
fis-1679	85	47	x	x	SYM
fis-1679	85	48	106	106	NUM
fis-1679	86	1	+	+	NUM
fis-1679	87	1	5.447	5.447	NUM
fis-1679	87	2	x	x	SYM
fis-1679	87	3	106	106	NUM
fis-1679	87	4	+	+	CCONJ
fis-1679	87	5	4.089	4.089	NUM
fis-1679	87	6	x	x	SYM
fis-1679	87	7	106	106	NUM
fis-1679	87	8	+	+	NUM
fis-1679	87	9	2.732	2.732	NUM
fis-1679	87	10	x	x	SYM
fis-1679	87	11	106	106	NUM
fis-1679	87	12	+	+	CCONJ
fis-1679	87	13	1.375	1.375	NUM
fis-1679	87	14	x	x	SYM
fis-1679	87	15	106	106	NUM
fis-1679	87	16	+	+	CCONJ
fis-1679	87	17	1.703	1.703	NUM
fis-1679	87	18	x	x	SYM
fis-1679	87	19	106	106	NUM
fis-1679	87	20	+	+	NUM
fis-1679	87	21	1.654	1.654	NUM
fis-1679	87	22	x	x	SYM
fis-1679	87	23	107	107	NUM
fis-1679	87	24	+	+	CCONJ
fis-1679	87	25	1.516	1.516	NUM
fis-1679	87	26	x	x	SYM
fis-1679	87	27	107	107	NUM
fis-1679	87	28	+	+	CCONJ
fis-1679	87	29	1.379	1.379	NUM
fis-1679	87	30	x	x	SYM
fis-1679	87	31	107	107	NUM
fis-1679	87	32	+	+	NOUN
fis-1679	87	33	1.241	1.241	NUM
fis-1679	87	34	x	x	SYM
fis-1679	87	35	107	107	NUM
fis-1679	87	36	+	+	CCONJ
fis-1679	87	37	1.103	1.103	NUM
fis-1679	87	38	x	x	SYM
fis-1679	87	39	106	106	NUM
fis-1679	87	40	+	+	CCONJ
fis-1679	87	41	9.653	9.653	NUM
fis-1679	87	42	x	x	SYM
fis-1679	87	43	106	106	NUM
fis-1679	87	44	+	+	NUM
fis-1679	87	45	8.276	8.276	NUM
fis-1679	87	46	x	x	SYM
fis-1679	87	47	106	106	NUM
fis-1679	87	48	+	+	NUM
fis-1679	87	49	6.899	6.899	NUM
fis-1679	87	50	x	x	SYM
fis-1679	87	51	106	106	NUM
fis-1679	87	52	+	+	CCONJ
fis-1679	87	53	5.521	5.521	NUM
fis-1679	87	54	x	x	SYM
fis-1679	87	55	106	106	NUM
fis-1679	87	56	+	+	CCONJ
fis-1679	87	57	4.144	4.144	NUM
fis-1679	87	58	x	x	SYM
fis-1679	87	59	106	106	NUM
fis-1679	88	1	+	+	NUM
fis-1679	89	1	2.767	2.767	NUM
fis-1679	89	2	x	x	SYM
fis-1679	89	3	106	106	NUM
fis-1679	89	4	+	+	NUM
fis-1679	89	5	1.389	1.389	NUM
fis-1679	89	6	x	x	SYM
fis-1679	89	7	106	106	NUM
fis-1679	89	8	+	+	CCONJ
fis-1679	89	9	1.218	1.218	NUM
fis-1679	89	10	x	x	SYM
fis-1679	89	11	106	106	NUM
fis-1679	89	12	(	(	PUNCT
fis-1679	89	13	c	c	NOUN
fis-1679	89	14	)	)	PUNCT
fis-1679	89	15	corrosion	corrosion	NOUN
fis-1679	89	16	rate	rate	NOUN
fis-1679	89	17	of	of	ADP
fis-1679	89	18	steel	steel	NOUN
fis-1679	89	19	reinforcement	reinforcement	NOUN
fis-1679	89	20	5	5	NUM
fis-1679	89	21	%	%	NOUN
fis-1679	89	22	(	(	PUNCT
fis-1679	89	23	d	d	NOUN
fis-1679	89	24	)	)	PUNCT
fis-1679	89	25	corrosion	corrosion	NOUN
fis-1679	89	26	rate	rate	NOUN
fis-1679	89	27	of	of	ADP
fis-1679	89	28	steel	steel	NOUN
fis-1679	89	29	reinforcement	reinforcement	NOUN
fis-1679	89	30	10	10	NUM
fis-1679	89	31	%	%	NOUN
fis-1679	89	32	(	(	PUNCT
fis-1679	89	33	e	e	NOUN
fis-1679	89	34	)	)	PUNCT
fis-1679	89	35	corrosion	corrosion	NOUN
fis-1679	89	36	rate	rate	NOUN
fis-1679	89	37	of	of	ADP
fis-1679	89	38	steel	steel	NOUN
fis-1679	89	39	reinforcement	reinforcement	NOUN
fis-1679	89	40	15	15	NUM
fis-1679	89	41	%	%	NOUN
fis-1679	89	42	figure	figure	NOUN
fis-1679	89	43	7	7	NUM
fis-1679	89	44	:	:	PUNCT
fis-1679	89	45	nephogram	nephogram	NOUN
fis-1679	89	46	of	of	ADP
fis-1679	89	47	stress	stress	NOUN
fis-1679	89	48	on	on	ADP
fis-1679	89	49	joints	joint	NOUN
fis-1679	89	50	of	of	ADP
fis-1679	89	51	concrete	concrete	NOUN
fis-1679	89	52	.	.	PUNCT
fis-1679	90	1	w.	w.	PROPN
fis-1679	90	2	xu	xu	PROPN
fis-1679	90	3	et	et	PROPN
fis-1679	90	4	alii	alii	PROPN
fis-1679	90	5	,	,	PUNCT
fis-1679	90	6	frattura	frattura	PROPN
fis-1679	90	7	ed	ed	PROPN
fis-1679	90	8	integrità	integrità	PROPN
fis-1679	90	9	strutturale	strutturale	PROPN
fis-1679	90	10	,	,	PUNCT
fis-1679	90	11	35	35	NUM
fis-1679	90	12	(	(	PUNCT
fis-1679	90	13	2016	2016	NUM
fis-1679	90	14	)	)	PUNCT
fis-1679	90	15	481	481	NUM
fis-1679	90	16	-	-	SYM
fis-1679	90	17	491	491	NUM
fis-1679	90	18	;	;	PUNCT
fis-1679	90	19	doi	doi	NOUN
fis-1679	90	20	:	:	PUNCT
fis-1679	90	21	10.3221	10.3221	NUM
fis-1679	90	22	/	/	SYM
fis-1679	90	23	igf	igf	PROPN
fis-1679	90	24	-	-	PROPN
fis-1679	90	25	esis.35.54	esis.35.54	PROPN
fis-1679	90	26	488	488	NUM
fis-1679	90	27	figure	figure	NOUN
fis-1679	90	28	8	8	NUM
fis-1679	90	29	:	:	PUNCT
fis-1679	90	30	curves	curve	NOUN
fis-1679	90	31	of	of	ADP
fis-1679	90	32	load	load	NOUN
fis-1679	90	33	-	-	PUNCT
fis-1679	90	34	displacement	displacement	NOUN
fis-1679	90	35	(	(	PUNCT
fis-1679	90	36	axial	axial	ADJ
fis-1679	90	37	compression	compression	NOUN
fis-1679	90	38	ratio	ratio	NOUN
fis-1679	90	39	0.2	0.2	NUM
fis-1679	90	40	)	)	PUNCT
fis-1679	90	41	.	.	PUNCT
fis-1679	91	1	figure	figure	VERB
fis-1679	91	2	9	9	NUM
fis-1679	91	3	:	:	PUNCT
fis-1679	91	4	curves	curve	NOUN
fis-1679	91	5	of	of	ADP
fis-1679	91	6	load	load	NOUN
fis-1679	91	7	-	-	PUNCT
fis-1679	91	8	displacement	displacement	NOUN
fis-1679	91	9	(	(	PUNCT
fis-1679	91	10	axial	axial	ADJ
fis-1679	91	11	compression	compression	NOUN
fis-1679	91	12	ratio	ratio	NOUN
fis-1679	91	13	0.4	0.4	NUM
fis-1679	91	14	)	)	PUNCT
fis-1679	91	15	.	.	PUNCT
fis-1679	92	1	l	l	NOUN
fis-1679	93	1	oa	oa	INTJ
fis-1679	93	2	d	d	PROPN
fis-1679	93	3	/	/	SYM
fis-1679	93	4	k	k	PROPN
fis-1679	93	5	n	n	CCONJ
fis-1679	93	6	displacement	displacement	NOUN
fis-1679	93	7	/	/	SYM
fis-1679	93	8	mm	mm	NOUN
fis-1679	93	9	corrosion	corrosion	NOUN
fis-1679	93	10	rate	rate	NOUN
fis-1679	93	11	of	of	ADP
fis-1679	93	12	steel	steel	NOUN
fis-1679	93	13	reinforcement	reinforcement	NOUN
fis-1679	93	14	0	0	NUM
fis-1679	93	15	corrosion	corrosion	NOUN
fis-1679	93	16	rate	rate	NOUN
fis-1679	93	17	of	of	ADP
fis-1679	93	18	steel	steel	NOUN
fis-1679	93	19	reinforcement	reinforcement	NOUN
fis-1679	93	20	2	2	NUM
fis-1679	93	21	%	%	NOUN
fis-1679	93	22	corrosion	corrosion	NOUN
fis-1679	93	23	rate	rate	NOUN
fis-1679	93	24	of	of	ADP
fis-1679	93	25	steel	steel	NOUN
fis-1679	93	26	reinforcement	reinforcement	NOUN
fis-1679	93	27	5	5	NUM
fis-1679	93	28	%	%	NOUN
fis-1679	93	29	corrosion	corrosion	NOUN
fis-1679	93	30	rate	rate	NOUN
fis-1679	93	31	of	of	ADP
fis-1679	93	32	steel	steel	NOUN
fis-1679	93	33	reinforcement	reinforcement	NOUN
fis-1679	93	34	10	10	NUM
fis-1679	93	35	%	%	NOUN
fis-1679	93	36	corrosion	corrosion	NOUN
fis-1679	93	37	rate	rate	NOUN
fis-1679	93	38	of	of	ADP
fis-1679	93	39	steel	steel	NOUN
fis-1679	93	40	reinforcement	reinforcement	NOUN
fis-1679	93	41	15	15	NUM
fis-1679	93	42	%	%	NOUN
fis-1679	93	43	0	0	NUM
fis-1679	93	44	10	10	NUM
fis-1679	93	45	20	20	NUM
fis-1679	93	46	30	30	NUM
fis-1679	93	47	40	40	NUM
fis-1679	93	48	4	4	NUM
fis-1679	93	49	8	8	NUM
fis-1679	93	50	1612	1612	NUM
fis-1679	93	51	figure	figure	NOUN
fis-1679	93	52	10	10	NUM
fis-1679	93	53	:	:	PUNCT
fis-1679	93	54	curves	curve	NOUN
fis-1679	93	55	of	of	ADP
fis-1679	93	56	load	load	NOUN
fis-1679	93	57	-	-	PUNCT
fis-1679	93	58	displacement	displacement	NOUN
fis-1679	93	59	(	(	PUNCT
fis-1679	93	60	axial	axial	ADJ
fis-1679	93	61	compression	compression	NOUN
fis-1679	93	62	ratio	ratio	NOUN
fis-1679	93	63	0.6	0.6	NUM
fis-1679	93	64	)	)	PUNCT
fis-1679	93	65	.	.	PUNCT
fis-1679	94	1	it	it	PRON
fis-1679	94	2	can	can	AUX
fis-1679	94	3	be	be	AUX
fis-1679	94	4	seen	see	VERB
fis-1679	94	5	from	from	ADP
fis-1679	94	6	the	the	DET
fis-1679	94	7	above	above	ADJ
fis-1679	94	8	figures	figure	NOUN
fis-1679	94	9	that	that	SCONJ
fis-1679	94	10	,	,	PUNCT
fis-1679	94	11	bearing	bear	VERB
fis-1679	94	12	capacity	capacity	NOUN
fis-1679	94	13	and	and	CCONJ
fis-1679	94	14	ultimate	ultimate	ADJ
fis-1679	94	15	displacement	displacement	NOUN
fis-1679	94	16	of	of	ADP
fis-1679	94	17	joints	joint	NOUN
fis-1679	94	18	shows	show	VERB
fis-1679	94	19	a	a	DET
fis-1679	94	20	decreasing	decrease	VERB
fis-1679	94	21	tendency	tendency	NOUN
fis-1679	94	22	when	when	SCONJ
fis-1679	94	23	axial	axial	ADJ
fis-1679	94	24	compression	compression	NOUN
fis-1679	94	25	ratio	ratio	NOUN
fis-1679	94	26	is	be	AUX
fis-1679	94	27	the	the	DET
fis-1679	94	28	same	same	ADJ
fis-1679	94	29	and	and	CCONJ
fis-1679	94	30	corrosion	corrosion	NOUN
fis-1679	94	31	rate	rate	NOUN
fis-1679	94	32	of	of	ADP
fis-1679	94	33	steel	steel	NOUN
fis-1679	94	34	reinforcement	reinforcement	NOUN
fis-1679	94	35	becomes	become	VERB
fis-1679	94	36	higher	high	ADJ
fis-1679	94	37	;	;	PUNCT
fis-1679	94	38	when	when	SCONJ
fis-1679	94	39	corrosion	corrosion	NOUN
fis-1679	94	40	rate	rate	NOUN
fis-1679	94	41	of	of	ADP
fis-1679	94	42	steel	steel	NOUN
fis-1679	94	43	reinforcement	reinforcement	NOUN
fis-1679	94	44	is	be	AUX
fis-1679	94	45	2	2	NUM
fis-1679	94	46	%	%	NOUN
fis-1679	94	47	,	,	PUNCT
fis-1679	94	48	bearing	bear	VERB
fis-1679	94	49	capacity	capacity	NOUN
fis-1679	94	50	and	and	CCONJ
fis-1679	94	51	ultimate	ultimate	ADJ
fis-1679	94	52	displacement	displacement	ADJ
fis-1679	94	53	degenerates	degenerate	NOUN
fis-1679	94	54	insignificantly	insignificantly	ADV
fis-1679	94	55	;	;	PUNCT
fis-1679	94	56	when	when	SCONJ
fis-1679	94	57	it	it	PRON
fis-1679	94	58	is	be	AUX
fis-1679	94	59	5	5	NUM
fis-1679	94	60	%	%	NOUN
fis-1679	94	61	,	,	PUNCT
fis-1679	94	62	the	the	DET
fis-1679	94	63	degeneration	degeneration	NOUN
fis-1679	94	64	is	be	AUX
fis-1679	94	65	quite	quite	ADV
fis-1679	94	66	obvious	obvious	ADJ
fis-1679	94	67	;	;	PUNCT
fis-1679	94	68	bearing	bear	VERB
fis-1679	94	69	capacity	capacity	NOUN
fis-1679	94	70	and	and	CCONJ
fis-1679	94	71	displacement	displacement	NOUN
fis-1679	94	72	have	have	VERB
fis-1679	94	73	little	little	ADJ
fis-1679	94	74	differences	difference	NOUN
fis-1679	94	75	when	when	SCONJ
fis-1679	94	76	corrosion	corrosion	NOUN
fis-1679	94	77	rate	rate	NOUN
fis-1679	94	78	is	be	AUX
fis-1679	94	79	10	10	NUM
fis-1679	94	80	%	%	NOUN
fis-1679	94	81	and	and	CCONJ
fis-1679	94	82	15	15	NUM
fis-1679	94	83	%	%	NOUN
fis-1679	94	84	,	,	PUNCT
fis-1679	94	85	but	but	CCONJ
fis-1679	94	86	ultimate	ultimate	ADJ
fis-1679	94	87	displacement	displacement	ADJ
fis-1679	94	88	degenerates	degenerate	NOUN
fis-1679	94	89	for	for	ADP
fis-1679	94	90	50	50	NUM
fis-1679	94	91	%	%	NOUN
fis-1679	94	92	.	.	PUNCT
fis-1679	95	1	under	under	ADP
fis-1679	95	2	the	the	DET
fis-1679	95	3	same	same	ADJ
fis-1679	95	4	axial	axial	ADJ
fis-1679	95	5	compression	compression	NOUN
fis-1679	95	6	ratio	ratio	NOUN
fis-1679	95	7	,	,	PUNCT
fis-1679	95	8	load	load	NOUN
fis-1679	95	9	-	-	PUNCT
fis-1679	95	10	displacement	displacement	NOUN
fis-1679	95	11	curves	curve	NOUN
fis-1679	95	12	partially	partially	ADV
fis-1679	95	13	coincide	coincide	VERB
fis-1679	95	14	before	before	ADP
fis-1679	95	15	yield	yield	NOUN
fis-1679	95	16	point	point	NOUN
fis-1679	95	17	,	,	PUNCT
fis-1679	95	18	suggesting	suggest	VERB
fis-1679	95	19	corrosion	corrosion	NOUN
fis-1679	95	20	rate	rate	NOUN
fis-1679	95	21	of	of	ADP
fis-1679	95	22	steel	steel	NOUN
fis-1679	95	23	reinforcement	reinforcement	NOUN
fis-1679	95	24	has	have	VERB
fis-1679	95	25	no	no	DET
fis-1679	95	26	influence	influence	NOUN
fis-1679	95	27	on	on	ADP
fis-1679	95	28	component	component	NOUN
fis-1679	95	29	when	when	SCONJ
fis-1679	95	30	beam	beam	NOUN
fis-1679	95	31	end	end	NOUN
fis-1679	95	32	shoulder	shoulder	VERB
fis-1679	95	33	small	small	ADJ
fis-1679	95	34	load	load	NOUN
fis-1679	95	35	.	.	PUNCT
fis-1679	96	1	but	but	CCONJ
fis-1679	96	2	with	with	ADP
fis-1679	96	3	the	the	DET
fis-1679	96	4	increase	increase	NOUN
fis-1679	96	5	of	of	ADP
fis-1679	96	6	external	external	ADJ
fis-1679	96	7	load	load	NOUN
fis-1679	96	8	,	,	PUNCT
fis-1679	96	9	bearing	bear	VERB
fis-1679	96	10	capacity	capacity	NOUN
fis-1679	96	11	of	of	ADP
fis-1679	96	12	component	component	NOUN
fis-1679	96	13	declines	decline	NOUN
fis-1679	96	14	.	.	PUNCT
fis-1679	97	1	when	when	SCONJ
fis-1679	97	2	corrosion	corrosion	NOUN
fis-1679	97	3	rate	rate	NOUN
fis-1679	97	4	is	be	AUX
fis-1679	97	5	10	10	NUM
fis-1679	97	6	%	%	NOUN
fis-1679	97	7	and	and	CCONJ
fis-1679	97	8	15	15	NUM
fis-1679	97	9	%	%	NOUN
fis-1679	97	10	particularly	particularly	ADV
fis-1679	97	11	,	,	PUNCT
fis-1679	97	12	protective	protective	ADJ
fis-1679	97	13	layer	layer	NOUN
fis-1679	97	14	cracks	crack	NOUN
fis-1679	97	15	,	,	PUNCT
fis-1679	97	16	which	which	PRON
fis-1679	97	17	accelerates	accelerate	VERB
fis-1679	97	18	corrosion	corrosion	NOUN
fis-1679	97	19	of	of	ADP
fis-1679	97	20	steel	steel	NOUN
fis-1679	97	21	reinforcement	reinforcement	NOUN
fis-1679	97	22	and	and	CCONJ
fis-1679	97	23	severely	severely	ADV
fis-1679	97	24	influence	influence	VERB
fis-1679	97	25	mechanical	mechanical	ADJ
fis-1679	97	26	performance	performance	NOUN
fis-1679	97	27	of	of	ADP
fis-1679	97	28	steel	steel	NOUN
fis-1679	97	29	reinforcement	reinforcement	NOUN
fis-1679	97	30	and	and	CCONJ
fis-1679	97	31	coordinated	coordinate	VERB
fis-1679	97	32	working	working	NOUN
fis-1679	97	33	between	between	ADP
fis-1679	97	34	steel	steel	NOUN
fis-1679	97	35	reinforcement	reinforcement	NOUN
fis-1679	97	36	and	and	CCONJ
fis-1679	97	37	concrete	concrete	NOUN
fis-1679	97	38	.	.	PUNCT
fis-1679	98	1	table	table	NOUN
fis-1679	98	2	2	2	NUM
fis-1679	98	3	shows	show	VERB
fis-1679	98	4	how	how	SCONJ
fis-1679	98	5	corrosion	corrosion	NOUN
fis-1679	98	6	rate	rate	NOUN
fis-1679	98	7	influences	influence	VERB
fis-1679	98	8	ultimate	ultimate	ADJ
fis-1679	98	9	bearing	bearing	NOUN
fis-1679	98	10	capacity	capacity	NOUN
fis-1679	98	11	and	and	CCONJ
fis-1679	98	12	displacement	displacement	NOUN
fis-1679	98	13	of	of	ADP
fis-1679	98	14	reinforced	reinforce	VERB
fis-1679	98	15	concrete	concrete	ADJ
fis-1679	98	16	framework	framework	NOUN
fis-1679	98	17	joints	joint	NOUN
fis-1679	98	18	when	when	SCONJ
fis-1679	98	19	axial	axial	ADJ
fis-1679	98	20	compression	compression	NOUN
fis-1679	98	21	ratio	ratio	NOUN
fis-1679	98	22	is	be	AUX
fis-1679	98	23	0.2	0.2	NUM
fis-1679	98	24	.	.	PUNCT
fis-1679	99	1	w.	w.	PROPN
fis-1679	99	2	xu	xu	PROPN
fis-1679	99	3	et	et	PROPN
fis-1679	99	4	alii	alii	PROPN
fis-1679	99	5	,	,	PUNCT
fis-1679	99	6	frattura	frattura	PROPN
fis-1679	99	7	ed	ed	PROPN
fis-1679	99	8	integrità	integrità	PROPN
fis-1679	99	9	strutturale	strutturale	PROPN
fis-1679	99	10	,	,	PUNCT
fis-1679	99	11	35	35	NUM
fis-1679	99	12	(	(	PUNCT
fis-1679	99	13	2016	2016	NUM
fis-1679	99	14	)	)	PUNCT
fis-1679	99	15	481	481	NUM
fis-1679	99	16	-	-	SYM
fis-1679	99	17	491	491	NUM
fis-1679	99	18	;	;	PUNCT
fis-1679	99	19	doi	doi	NOUN
fis-1679	99	20	:	:	PUNCT
fis-1679	99	21	10.3221	10.3221	NUM
fis-1679	99	22	/	/	SYM
fis-1679	99	23	igf	igf	PROPN
fis-1679	99	24	-	-	PROPN
fis-1679	99	25	esis.35.54	esis.35.54	PROPN
fis-1679	99	26	489	489	NUM
fis-1679	99	27	corrosion	corrosion	NOUN
fis-1679	99	28	rate/%	rate/%	NOUN
fis-1679	99	29	bearing	bear	VERB
fis-1679	99	30	capacity	capacity	NOUN
fis-1679	99	31	/	/	SYM
fis-1679	99	32	kn	kn	PROPN
fis-1679	99	33	ultimate	ultimate	ADJ
fis-1679	99	34	displacement	displacement	PROPN
fis-1679	99	35	/	/	SYM
fis-1679	99	36	mm	mm	NOUN
fis-1679	99	37	loss	loss	NOUN
fis-1679	99	38	of	of	ADP
fis-1679	99	39	bearing	bear	VERB
fis-1679	99	40	capacity/%	capacity/%	CCONJ
fis-1679	99	41	loss	loss	NOUN
fis-1679	99	42	of	of	ADP
fis-1679	99	43	ultimate	ultimate	ADJ
fis-1679	99	44	displacement/%	displacement/%	NOUN
fis-1679	99	45	0	0	NUM
fis-1679	99	46	35.4	35.4	NUM
fis-1679	99	47	12	12	NUM
fis-1679	100	1	－	－	PROPN
fis-1679	100	2	－	－	PROPN
fis-1679	100	3	2	2	NUM
fis-1679	100	4	32.6	32.6	NUM
fis-1679	100	5	11	11	NUM
fis-1679	100	6	8	8	NUM
fis-1679	100	7	8.3	8.3	NUM
fis-1679	100	8	5	5	NUM
fis-1679	100	9	26.7	26.7	NUM
fis-1679	100	10	9	9	NUM
fis-1679	100	11	24.6	24.6	NUM
fis-1679	100	12	25.0	25.0	NUM
fis-1679	100	13	10	10	NUM
fis-1679	100	14	24.9	24.9	NUM
fis-1679	100	15	7.3	7.3	NUM
fis-1679	100	16	29.7	29.7	NUM
fis-1679	100	17	39.0	39.0	NUM
fis-1679	100	18	16	16	NUM
fis-1679	100	19	24.8	24.8	NUM
fis-1679	100	20	7	7	NUM
fis-1679	100	21	30	30	NUM
fis-1679	100	22	41.7	41.7	NUM
fis-1679	100	23	table	table	NOUN
fis-1679	100	24	2	2	NUM
fis-1679	100	25	:	:	PUNCT
fis-1679	100	26	bearing	bear	VERB
fis-1679	100	27	capacity	capacity	NOUN
fis-1679	100	28	and	and	CCONJ
fis-1679	100	29	displacement	displacement	NOUN
fis-1679	100	30	of	of	ADP
fis-1679	100	31	corroded	corroded	ADJ
fis-1679	100	32	reinforced	reinforce	VERB
fis-1679	100	33	concrete	concrete	ADJ
fis-1679	100	34	frame	frame	NOUN
fis-1679	100	35	joints	joint	NOUN
fis-1679	100	36	when	when	SCONJ
fis-1679	100	37	axial	axial	ADJ
fis-1679	100	38	compression	compression	NOUN
fis-1679	100	39	ratio	ratio	NOUN
fis-1679	100	40	is	be	AUX
fis-1679	100	41	0.2	0.2	NUM
fis-1679	100	42	.	.	PUNCT
fis-1679	100	43	effect	effect	NOUN
fis-1679	100	44	of	of	ADP
fis-1679	100	45	changes	change	NOUN
fis-1679	100	46	of	of	ADP
fis-1679	100	47	axial	axial	ADJ
fis-1679	100	48	compression	compression	NOUN
fis-1679	100	49	ratio	ratio	NOUN
fis-1679	100	50	on	on	ADP
fis-1679	100	51	bearing	bear	VERB
fis-1679	100	52	capacity	capacity	NOUN
fis-1679	100	53	axial	axial	ADJ
fis-1679	100	54	compression	compression	NOUN
fis-1679	100	55	ratio	ratio	NOUN
fis-1679	100	56	is	be	AUX
fis-1679	100	57	one	one	NUM
fis-1679	100	58	of	of	ADP
fis-1679	100	59	the	the	DET
fis-1679	100	60	major	major	ADJ
fis-1679	100	61	factors	factor	NOUN
fis-1679	100	62	that	that	PRON
fis-1679	100	63	influences	influence	VERB
fis-1679	100	64	failure	failure	NOUN
fis-1679	100	65	mode	mode	NOUN
fis-1679	100	66	and	and	CCONJ
fis-1679	100	67	ductility	ductility	NOUN
fis-1679	100	68	of	of	ADP
fis-1679	100	69	frame	frame	NOUN
fis-1679	100	70	column	column	NOUN
fis-1679	100	71	.	.	PUNCT
fis-1679	101	1	yoon	yoon	PROPN
fis-1679	101	2	et	et	PROPN
fis-1679	101	3	al	al	PROPN
fis-1679	101	4	.	.	PUNCT
fis-1679	102	1	[	[	X
fis-1679	102	2	14	14	NUM
fis-1679	102	3	]	]	PUNCT
fis-1679	102	4	stipulated	stipulate	VERB
fis-1679	102	5	that	that	SCONJ
fis-1679	102	6	limit	limit	NOUN
fis-1679	102	7	for	for	ADP
fis-1679	102	8	axial	axial	ADJ
fis-1679	102	9	compression	compression	NOUN
fis-1679	102	10	ratio	ratio	NOUN
fis-1679	102	11	of	of	ADP
fis-1679	102	12	frame	frame	NOUN
fis-1679	102	13	structure	structure	NOUN
fis-1679	102	14	(	(	PUNCT
fis-1679	102	15	level	level	NOUN
fis-1679	102	16	1	1	NUM
fis-1679	102	17	seismic	seismic	ADJ
fis-1679	102	18	grade	grade	NOUN
fis-1679	102	19	)	)	PUNCT
fis-1679	102	20	is	be	AUX
fis-1679	102	21	0.65	0.65	NUM
fis-1679	102	22	.	.	PUNCT
fis-1679	103	1	thus	thus	ADV
fis-1679	103	2	axial	axial	ADJ
fis-1679	103	3	compression	compression	NOUN
fis-1679	103	4	ratio	ratio	NOUN
fis-1679	103	5	is	be	AUX
fis-1679	103	6	thought	think	VERB
fis-1679	103	7	to	to	PART
fis-1679	103	8	be	be	AUX
fis-1679	103	9	of	of	ADP
fis-1679	103	10	great	great	ADJ
fis-1679	103	11	significance	significance	NOUN
fis-1679	103	12	to	to	ADP
fis-1679	103	13	bearing	bear	VERB
fis-1679	103	14	capacity	capacity	NOUN
fis-1679	103	15	of	of	ADP
fis-1679	103	16	component	component	NOUN
fis-1679	103	17	.	.	PUNCT
fis-1679	104	1	we	we	PRON
fis-1679	104	2	obtain	obtain	VERB
fis-1679	104	3	curves	curve	NOUN
fis-1679	104	4	of	of	ADP
fis-1679	104	5	loaddisplacement	loaddisplacement	NOUN
fis-1679	104	6	by	by	ADP
fis-1679	104	7	keeping	keep	VERB
fis-1679	104	8	corrosion	corrosion	NOUN
fis-1679	104	9	rate	rate	NOUN
fis-1679	104	10	unchanged	unchanged	ADJ
fis-1679	104	11	and	and	CCONJ
fis-1679	104	12	changing	change	VERB
fis-1679	104	13	axial	axial	ADJ
fis-1679	104	14	compression	compression	NOUN
fis-1679	104	15	ratio	ratio	NOUN
fis-1679	104	16	(	(	PUNCT
fis-1679	104	17	0.2	0.2	NUM
fis-1679	104	18	,	,	PUNCT
fis-1679	104	19	0.4	0.4	NUM
fis-1679	104	20	,	,	PUNCT
fis-1679	104	21	0.6	0.6	NUM
fis-1679	104	22	)	)	PUNCT
fis-1679	104	23	(	(	PUNCT
fis-1679	104	24	figure	figure	VERB
fis-1679	104	25	11	11	NUM
fis-1679	104	26	~	~	SYM
fis-1679	104	27	15	15	NUM
fis-1679	104	28	)	)	PUNCT
fis-1679	104	29	.	.	PUNCT
fis-1679	105	1	figure	figure	VERB
fis-1679	105	2	11	11	NUM
fis-1679	105	3	:	:	PUNCT
fis-1679	105	4	curves	curve	NOUN
fis-1679	105	5	of	of	ADP
fis-1679	105	6	load	load	NOUN
fis-1679	105	7	-	-	PUNCT
fis-1679	105	8	displacement	displacement	NOUN
fis-1679	105	9	(	(	PUNCT
fis-1679	105	10	corrosion	corrosion	NOUN
fis-1679	105	11	rate	rate	NOUN
fis-1679	105	12	0	0	NUM
fis-1679	105	13	)	)	PUNCT
fis-1679	105	14	.	.	PUNCT
fis-1679	106	1	figure	figure	VERB
fis-1679	106	2	12	12	NUM
fis-1679	106	3	:	:	PUNCT
fis-1679	106	4	curves	curve	NOUN
fis-1679	106	5	of	of	ADP
fis-1679	106	6	load	load	NOUN
fis-1679	106	7	-	-	PUNCT
fis-1679	106	8	displacement	displacement	NOUN
fis-1679	106	9	(	(	PUNCT
fis-1679	106	10	corrosion	corrosion	NOUN
fis-1679	106	11	rate	rate	NOUN
fis-1679	106	12	2	2	NUM
fis-1679	106	13	%	%	NOUN
fis-1679	106	14	)	)	PUNCT
fis-1679	106	15	.	.	PUNCT
fis-1679	107	1	figure	figure	VERB
fis-1679	107	2	13	13	NUM
fis-1679	107	3	:	:	PUNCT
fis-1679	107	4	curves	curve	NOUN
fis-1679	107	5	of	of	ADP
fis-1679	107	6	load	load	NOUN
fis-1679	107	7	-	-	PUNCT
fis-1679	107	8	displacement	displacement	NOUN
fis-1679	107	9	(	(	PUNCT
fis-1679	107	10	corrosion	corrosion	NOUN
fis-1679	107	11	rate	rate	NOUN
fis-1679	107	12	5	5	NUM
fis-1679	107	13	%	%	NOUN
fis-1679	107	14	)	)	PUNCT
fis-1679	107	15	.	.	PUNCT
fis-1679	108	1	figure	figure	VERB
fis-1679	108	2	14	14	NUM
fis-1679	108	3	:	:	PUNCT
fis-1679	108	4	curves	curve	NOUN
fis-1679	108	5	of	of	ADP
fis-1679	108	6	load	load	NOUN
fis-1679	108	7	-	-	PUNCT
fis-1679	108	8	displacement	displacement	NOUN
fis-1679	108	9	(	(	PUNCT
fis-1679	108	10	corrosion	corrosion	NOUN
fis-1679	108	11	rate	rate	NOUN
fis-1679	108	12	10	10	NUM
fis-1679	108	13	%	%	NOUN
fis-1679	108	14	)	)	PUNCT
fis-1679	108	15	.	.	PUNCT
fis-1679	109	1	w.	w.	PROPN
fis-1679	109	2	xu	xu	PROPN
fis-1679	109	3	et	et	PROPN
fis-1679	109	4	alii	alii	PROPN
fis-1679	109	5	,	,	PUNCT
fis-1679	109	6	frattura	frattura	PROPN
fis-1679	109	7	ed	ed	PROPN
fis-1679	109	8	integrità	integrità	PROPN
fis-1679	109	9	strutturale	strutturale	PROPN
fis-1679	109	10	,	,	PUNCT
fis-1679	109	11	35	35	NUM
fis-1679	109	12	(	(	PUNCT
fis-1679	109	13	2016	2016	NUM
fis-1679	109	14	)	)	PUNCT
fis-1679	109	15	481	481	NUM
fis-1679	109	16	-	-	SYM
fis-1679	109	17	491	491	NUM
fis-1679	109	18	;	;	PUNCT
fis-1679	109	19	doi	doi	NOUN
fis-1679	109	20	:	:	PUNCT
fis-1679	109	21	10.3221	10.3221	NUM
fis-1679	109	22	/	/	SYM
fis-1679	109	23	igf	igf	PROPN
fis-1679	109	24	-	-	PROPN
fis-1679	109	25	esis.35.54	esis.35.54	PROPN
fis-1679	109	26	490	490	NUM
fis-1679	109	27	figure	figure	NOUN
fis-1679	109	28	15	15	NUM
fis-1679	109	29	:	:	PUNCT
fis-1679	109	30	curves	curve	NOUN
fis-1679	109	31	of	of	ADP
fis-1679	109	32	load	load	NOUN
fis-1679	109	33	-	-	PUNCT
fis-1679	109	34	displacement	displacement	NOUN
fis-1679	109	35	(	(	PUNCT
fis-1679	109	36	corrosion	corrosion	NOUN
fis-1679	109	37	rate	rate	NOUN
fis-1679	109	38	15	15	NUM
fis-1679	109	39	%	%	NOUN
fis-1679	109	40	)	)	PUNCT
fis-1679	109	41	.	.	PUNCT
fis-1679	110	1	the	the	DET
fis-1679	110	2	above	above	ADJ
fis-1679	110	3	figures	figure	NOUN
fis-1679	110	4	demonstrate	demonstrate	VERB
fis-1679	110	5	that	that	SCONJ
fis-1679	110	6	,	,	PUNCT
fis-1679	110	7	bearing	bear	VERB
fis-1679	110	8	capacity	capacity	NOUN
fis-1679	110	9	and	and	CCONJ
fis-1679	110	10	ultimate	ultimate	ADJ
fis-1679	110	11	displacement	displacement	NOUN
fis-1679	110	12	both	both	PRON
fis-1679	110	13	decrease	decrease	VERB
fis-1679	110	14	with	with	ADP
fis-1679	110	15	the	the	DET
fis-1679	110	16	increase	increase	NOUN
fis-1679	110	17	of	of	ADP
fis-1679	110	18	axial	axial	ADJ
fis-1679	110	19	compression	compression	NOUN
fis-1679	110	20	ratio	ratio	NOUN
fis-1679	110	21	;	;	PUNCT
fis-1679	110	22	when	when	SCONJ
fis-1679	110	23	corrosion	corrosion	NOUN
fis-1679	110	24	is	be	AUX
fis-1679	110	25	mild	mild	ADJ
fis-1679	110	26	,	,	PUNCT
fis-1679	110	27	rigidity	rigidity	NOUN
fis-1679	110	28	of	of	ADP
fis-1679	110	29	component	component	NOUN
fis-1679	110	30	increases	increase	NOUN
fis-1679	110	31	with	with	ADP
fis-1679	110	32	increase	increase	NOUN
fis-1679	110	33	of	of	ADP
fis-1679	110	34	axial	axial	ADJ
fis-1679	110	35	compression	compression	NOUN
fis-1679	110	36	ratio	ratio	NOUN
fis-1679	110	37	;	;	PUNCT
fis-1679	110	38	component	component	NOUN
fis-1679	110	39	with	with	ADP
fis-1679	110	40	large	large	ADJ
fis-1679	110	41	axial	axial	ADJ
fis-1679	110	42	compression	compression	NOUN
fis-1679	110	43	ratio	ratio	NOUN
fis-1679	110	44	yields	yield	NOUN
fis-1679	110	45	early	early	ADV
fis-1679	110	46	and	and	CCONJ
fis-1679	110	47	bearing	bear	VERB
fis-1679	110	48	capacity	capacity	NOUN
fis-1679	110	49	and	and	CCONJ
fis-1679	110	50	ultimate	ultimate	ADJ
fis-1679	110	51	displacement	displacement	NOUN
fis-1679	110	52	declines	decline	VERB
fis-1679	110	53	greatly	greatly	ADV
fis-1679	110	54	.	.	PUNCT
fis-1679	111	1	when	when	SCONJ
fis-1679	111	2	corrosion	corrosion	NOUN
fis-1679	111	3	rate	rate	NOUN
fis-1679	111	4	is	be	AUX
fis-1679	111	5	low	low	ADJ
fis-1679	111	6	or	or	CCONJ
fis-1679	111	7	steel	steel	NOUN
fis-1679	111	8	reinforcement	reinforcement	NOUN
fis-1679	111	9	is	be	AUX
fis-1679	111	10	not	not	PART
fis-1679	111	11	corroded	corrode	VERB
fis-1679	111	12	,	,	PUNCT
fis-1679	111	13	curves	curve	NOUN
fis-1679	111	14	of	of	ADP
fis-1679	111	15	load	load	NOUN
fis-1679	111	16	-	-	PUNCT
fis-1679	111	17	displacement	displacement	NOUN
fis-1679	111	18	when	when	SCONJ
fis-1679	111	19	axial	axial	ADJ
fis-1679	111	20	compression	compression	NOUN
fis-1679	111	21	ratio	ratio	NOUN
fis-1679	111	22	is	be	AUX
fis-1679	111	23	0.6	0.6	NUM
fis-1679	111	24	differ	differ	VERB
fis-1679	111	25	greatly	greatly	ADV
fis-1679	111	26	with	with	ADP
fis-1679	111	27	curves	curve	NOUN
fis-1679	111	28	when	when	SCONJ
fis-1679	111	29	axial	axial	ADJ
fis-1679	111	30	compression	compression	NOUN
fis-1679	111	31	ratio	ratio	NOUN
fis-1679	111	32	is	be	AUX
fis-1679	111	33	0.2	0.2	NUM
fis-1679	111	34	and	and	CCONJ
fis-1679	111	35	0.4	0.4	NUM
fis-1679	111	36	.	.	PUNCT
fis-1679	112	1	that	that	PRON
fis-1679	112	2	is	be	AUX
fis-1679	112	3	because	because	SCONJ
fis-1679	112	4	that	that	PRON
fis-1679	112	5	,	,	PUNCT
fis-1679	112	6	excessively	excessively	ADV
fis-1679	112	7	higher	high	ADJ
fis-1679	112	8	axial	axial	ADJ
fis-1679	112	9	compression	compression	NOUN
fis-1679	112	10	ratio	ratio	NOUN
fis-1679	112	11	severely	severely	ADV
fis-1679	112	12	affects	affect	VERB
fis-1679	112	13	ducility	ducility	NOUN
fis-1679	112	14	of	of	ADP
fis-1679	112	15	the	the	DET
fis-1679	112	16	structure	structure	NOUN
fis-1679	112	17	.	.	PUNCT
fis-1679	113	1	moreover	moreover	ADV
fis-1679	113	2	,	,	PUNCT
fis-1679	113	3	when	when	SCONJ
fis-1679	113	4	protective	protective	ADJ
fis-1679	113	5	layer	layer	NOUN
fis-1679	113	6	cracks	crack	NOUN
fis-1679	113	7	and	and	CCONJ
fis-1679	113	8	corrosion	corrosion	NOUN
fis-1679	113	9	rate	rate	NOUN
fis-1679	113	10	is	be	AUX
fis-1679	113	11	high	high	ADJ
fis-1679	113	12	,	,	PUNCT
fis-1679	113	13	bearing	bear	VERB
fis-1679	113	14	capacity	capacity	NOUN
fis-1679	113	15	and	and	CCONJ
fis-1679	113	16	ultimate	ultimate	ADJ
fis-1679	113	17	displacement	displacement	NOUN
fis-1679	113	18	decline	decline	NOUN
fis-1679	113	19	steadily	steadily	ADV
fis-1679	113	20	with	with	ADP
fis-1679	113	21	the	the	DET
fis-1679	113	22	increase	increase	NOUN
fis-1679	113	23	of	of	ADP
fis-1679	113	24	axial	axial	ADJ
fis-1679	113	25	compression	compression	NOUN
fis-1679	113	26	ratio	ratio	NOUN
fis-1679	113	27	.	.	PUNCT
fis-1679	114	1	under	under	ADP
fis-1679	114	2	the	the	DET
fis-1679	114	3	same	same	ADJ
fis-1679	114	4	corrosion	corrosion	NOUN
fis-1679	114	5	rate	rate	NOUN
fis-1679	114	6	,	,	PUNCT
fis-1679	114	7	joint	joint	ADJ
fis-1679	114	8	model	model	NOUN
fis-1679	114	9	which	which	PRON
fis-1679	114	10	is	be	AUX
fis-1679	114	11	not	not	PART
fis-1679	114	12	corroded	corrode	VERB
fis-1679	114	13	or	or	CCONJ
fis-1679	114	14	slightly	slightly	ADV
fis-1679	114	15	corroded	corroded	ADJ
fis-1679	114	16	is	be	AUX
fis-1679	114	17	less	less	ADV
fis-1679	114	18	affected	affect	VERB
fis-1679	114	19	by	by	ADP
fis-1679	114	20	axial	axial	ADJ
fis-1679	114	21	compression	compression	NOUN
fis-1679	114	22	ratio	ratio	NOUN
fis-1679	114	23	;	;	PUNCT
fis-1679	114	24	the	the	DET
fis-1679	114	25	influence	influence	NOUN
fis-1679	114	26	is	be	AUX
fis-1679	114	27	the	the	DET
fis-1679	114	28	most	most	ADV
fis-1679	114	29	notable	notable	ADJ
fis-1679	114	30	when	when	SCONJ
fis-1679	114	31	corrosion	corrosion	NOUN
fis-1679	114	32	rate	rate	NOUN
fis-1679	114	33	is	be	AUX
fis-1679	114	34	5	5	NUM
fis-1679	114	35	%	%	NOUN
fis-1679	114	36	.	.	PUNCT
fis-1679	115	1	when	when	SCONJ
fis-1679	115	2	axial	axial	ADJ
fis-1679	115	3	compression	compression	NOUN
fis-1679	115	4	ratio	ratio	NOUN
fis-1679	115	5	is	be	AUX
fis-1679	115	6	0.4	0.4	NUM
fis-1679	115	7	,	,	PUNCT
fis-1679	115	8	joints	joint	NOUN
fis-1679	115	9	have	have	VERB
fis-1679	115	10	stronger	strong	ADJ
fis-1679	115	11	bearing	bearing	NOUN
fis-1679	115	12	capacity	capacity	NOUN
fis-1679	115	13	and	and	CCONJ
fis-1679	115	14	ultimate	ultimate	ADJ
fis-1679	115	15	displacement	displacement	NOUN
fis-1679	115	16	.	.	PUNCT
fis-1679	116	1	but	but	CCONJ
fis-1679	116	2	when	when	SCONJ
fis-1679	116	3	axial	axial	ADJ
fis-1679	116	4	compression	compression	NOUN
fis-1679	116	5	ratio	ratio	NOUN
fis-1679	116	6	is	be	AUX
fis-1679	116	7	0.2	0.2	NUM
fis-1679	116	8	,	,	PUNCT
fis-1679	116	9	bearing	bear	VERB
fis-1679	116	10	capacity	capacity	NOUN
fis-1679	116	11	fails	fail	VERB
fis-1679	116	12	to	to	PART
fis-1679	116	13	be	be	AUX
fis-1679	116	14	stronger	strong	ADJ
fis-1679	116	15	.	.	PUNCT
fis-1679	117	1	when	when	SCONJ
fis-1679	117	2	it	it	PRON
fis-1679	117	3	is	be	AUX
fis-1679	117	4	0.6	0.6	NUM
fis-1679	117	5	,	,	PUNCT
fis-1679	117	6	bearing	bear	VERB
fis-1679	117	7	capacity	capacity	NOUN
fis-1679	117	8	and	and	CCONJ
fis-1679	117	9	ultimate	ultimate	ADJ
fis-1679	117	10	displacement	displacement	NOUN
fis-1679	117	11	decrease	decrease	NOUN
fis-1679	117	12	sharply	sharply	ADV
fis-1679	117	13	.	.	PUNCT
fis-1679	118	1	conclusion	conclusion	NOUN
fis-1679	118	2	o	o	PROPN
fis-1679	118	3	sum	sum	NOUN
fis-1679	118	4	up	up	ADP
fis-1679	118	5	,	,	PUNCT
fis-1679	118	6	corrosion	corrosion	NOUN
fis-1679	118	7	rate	rate	NOUN
fis-1679	118	8	of	of	ADP
fis-1679	118	9	steel	steel	NOUN
fis-1679	118	10	reinforcement	reinforcement	NOUN
fis-1679	118	11	and	and	CCONJ
fis-1679	118	12	axial	axial	ADJ
fis-1679	118	13	compression	compression	NOUN
fis-1679	118	14	ratio	ratio	NOUN
fis-1679	118	15	have	have	VERB
fis-1679	118	16	large	large	ADJ
fis-1679	118	17	influence	influence	NOUN
fis-1679	118	18	on	on	ADP
fis-1679	118	19	corroded	corroded	ADJ
fis-1679	118	20	reinforced	reinforce	VERB
fis-1679	118	21	concrete	concrete	ADJ
fis-1679	118	22	framework	framework	NOUN
fis-1679	118	23	joints	joint	NOUN
fis-1679	118	24	;	;	PUNCT
fis-1679	118	25	joints	joint	NOUN
fis-1679	118	26	show	show	VERB
fis-1679	118	27	obvious	obvious	ADJ
fis-1679	118	28	degeneration	degeneration	NOUN
fis-1679	118	29	with	with	ADP
fis-1679	118	30	the	the	DET
fis-1679	118	31	increase	increase	NOUN
fis-1679	118	32	of	of	ADP
fis-1679	118	33	corrosion	corrosion	NOUN
fis-1679	118	34	rate	rate	NOUN
fis-1679	118	35	.	.	PUNCT
fis-1679	119	1	changes	change	NOUN
fis-1679	119	2	of	of	ADP
fis-1679	119	3	mechanical	mechanical	ADJ
fis-1679	119	4	performance	performance	NOUN
fis-1679	119	5	can	can	AUX
fis-1679	119	6	be	be	AUX
fis-1679	119	7	summarized	summarize	VERB
fis-1679	119	8	as	as	ADP
fis-1679	119	9	declined	decline	VERB
fis-1679	119	10	bearing	bearing	NOUN
fis-1679	119	11	capacity	capacity	NOUN
fis-1679	119	12	,	,	PUNCT
fis-1679	119	13	degraded	degraded	ADJ
fis-1679	119	14	rigidity	rigidity	NOUN
fis-1679	119	15	,	,	PUNCT
fis-1679	119	16	changed	change	VERB
fis-1679	119	17	ducility	ducility	NOUN
fis-1679	119	18	and	and	CCONJ
fis-1679	119	19	decreased	decrease	VERB
fis-1679	119	20	ultimate	ultimate	ADJ
fis-1679	119	21	displacement	displacement	NOUN
fis-1679	119	22	.	.	PUNCT
fis-1679	120	1	under	under	ADP
fis-1679	120	2	coupling	couple	VERB
fis-1679	120	3	effect	effect	NOUN
fis-1679	120	4	of	of	ADP
fis-1679	120	5	inside	inside	ADJ
fis-1679	120	6	corrosion	corrosion	NOUN
fis-1679	120	7	and	and	CCONJ
fis-1679	120	8	external	external	ADJ
fis-1679	120	9	load	load	NOUN
fis-1679	120	10	,	,	PUNCT
fis-1679	120	11	bearing	bear	VERB
fis-1679	120	12	capacity	capacity	NOUN
fis-1679	120	13	of	of	ADP
fis-1679	120	14	component	component	NOUN
fis-1679	120	15	remains	remain	VERB
fis-1679	120	16	unchanged	unchanged	ADJ
fis-1679	120	17	,	,	PUNCT
fis-1679	120	18	but	but	CCONJ
fis-1679	120	19	ultimate	ultimate	ADJ
fis-1679	120	20	displacement	displacement	NOUN
fis-1679	120	21	decreases	decrease	VERB
fis-1679	120	22	obviously	obviously	ADV
fis-1679	120	23	,	,	PUNCT
fis-1679	120	24	when	when	SCONJ
fis-1679	120	25	corrosion	corrosion	NOUN
fis-1679	120	26	rate	rate	NOUN
fis-1679	120	27	is	be	AUX
fis-1679	120	28	excessively	excessively	ADV
fis-1679	120	29	large	large	ADJ
fis-1679	120	30	(	(	PUNCT
fis-1679	120	31	15	15	NUM
fis-1679	120	32	%	%	NOUN
fis-1679	120	33	)	)	PUNCT
fis-1679	120	34	.	.	PUNCT
fis-1679	121	1	corrosion	corrosion	NOUN
fis-1679	121	2	rate	rate	NOUN
fis-1679	121	3	is	be	AUX
fis-1679	121	4	a	a	DET
fis-1679	121	5	key	key	ADJ
fis-1679	121	6	factor	factor	NOUN
fis-1679	121	7	influencing	influence	VERB
fis-1679	121	8	mechanical	mechanical	ADJ
fis-1679	121	9	performance	performance	NOUN
fis-1679	121	10	of	of	ADP
fis-1679	121	11	component	component	NOUN
fis-1679	121	12	,	,	PUNCT
fis-1679	121	13	which	which	PRON
fis-1679	121	14	can	can	AUX
fis-1679	121	15	impact	impact	VERB
fis-1679	121	16	endurance	endurance	NOUN
fis-1679	121	17	quality	quality	NOUN
fis-1679	121	18	of	of	ADP
fis-1679	121	19	old	old	ADJ
fis-1679	121	20	framework	framework	NOUN
fis-1679	121	21	.	.	PUNCT
fis-1679	122	1	references	reference	NOUN
fis-1679	122	2	[	[	X
fis-1679	122	3	1	1	NUM
fis-1679	122	4	]	]	X
fis-1679	122	5	cairns	cairns	PROPN
fis-1679	122	6	,	,	PUNCT
fis-1679	122	7	j.	j.	PROPN
fis-1679	122	8	,	,	PUNCT
fis-1679	122	9	du	du	PROPN
fis-1679	122	10	,	,	PUNCT
fis-1679	122	11	y.	y.	NOUN
fis-1679	122	12	,	,	PUNCT
fis-1679	122	13	law	law	NOUN
fis-1679	122	14	,	,	PUNCT
fis-1679	122	15	d.	d.	PROPN
fis-1679	122	16	,	,	PUNCT
fis-1679	122	17	influence	influence	NOUN
fis-1679	122	18	of	of	ADP
fis-1679	122	19	corrosion	corrosion	NOUN
fis-1679	122	20	on	on	ADP
fis-1679	122	21	the	the	DET
fis-1679	122	22	friction	friction	NOUN
fis-1679	122	23	characteristics	characteristic	NOUN
fis-1679	122	24	of	of	ADP
fis-1679	122	25	the	the	DET
fis-1679	122	26	steel	steel	NOUN
fis-1679	122	27	/	/	SYM
fis-1679	122	28	concrete	concrete	ADJ
fis-1679	122	29	interface	interface	NOUN
fis-1679	122	30	,	,	PUNCT
fis-1679	122	31	construction	construction	NOUN
fis-1679	122	32	and	and	CCONJ
fis-1679	122	33	building	building	NOUN
fis-1679	122	34	materials	material	NOUN
fis-1679	122	35	,	,	PUNCT
fis-1679	122	36	21(1	21(1	NUM
fis-1679	122	37	)	)	PUNCT
fis-1679	122	38	(	(	PUNCT
fis-1679	122	39	2007	2007	NUM
fis-1679	122	40	)	)	PUNCT
fis-1679	122	41	190	190	NUM
fis-1679	122	42	-	-	SYM
fis-1679	122	43	197	197	NUM
fis-1679	122	44	.	.	PUNCT
fis-1679	123	1	[	[	X
fis-1679	123	2	2	2	NUM
fis-1679	123	3	]	]	X
fis-1679	123	4	zou	zou	PROPN
fis-1679	123	5	,	,	PUNCT
fis-1679	123	6	d.j	d.j	PROPN
fis-1679	123	7	.	.	PROPN
fis-1679	123	8	,	,	PUNCT
fis-1679	123	9	liu	liu	PROPN
fis-1679	123	10	,	,	PUNCT
fis-1679	123	11	t.j	t.j	PROPN
fis-1679	123	12	.	.	PROPN
fis-1679	123	13	,	,	PUNCT
fis-1679	123	14	qiao	qiao	PROPN
fis-1679	123	15	,	,	PUNCT
fis-1679	123	16	g.f	g.f	PROPN
fis-1679	123	17	.	.	PROPN
fis-1679	123	18	,	,	PUNCT
fis-1679	123	19	experimental	experimental	ADJ
fis-1679	123	20	investigation	investigation	NOUN
fis-1679	123	21	on	on	ADP
fis-1679	123	22	the	the	DET
fis-1679	123	23	dynamic	dynamic	ADJ
fis-1679	123	24	properties	property	NOUN
fis-1679	123	25	of	of	ADP
fis-1679	123	26	rc	rc	PROPN
fis-1679	123	27	structures	structure	NOUN
fis-1679	123	28	affected	affect	VERB
fis-1679	123	29	by	by	ADP
fis-1679	123	30	the	the	DET
fis-1679	123	31	reinforcement	reinforcement	NOUN
fis-1679	123	32	corrosion	corrosion	NOUN
fis-1679	123	33	,	,	PUNCT
fis-1679	123	34	advances	advance	NOUN
fis-1679	123	35	in	in	ADP
fis-1679	123	36	structural	structural	ADJ
fis-1679	123	37	engineering	engineering	NOUN
fis-1679	123	38	,	,	PUNCT
fis-1679	123	39	17(6	17(6	NUM
fis-1679	123	40	)	)	PUNCT
fis-1679	123	41	(	(	PUNCT
fis-1679	123	42	2014	2014	NUM
fis-1679	123	43	)	)	PUNCT
fis-1679	123	44	851	851	NUM
fis-1679	123	45	-	-	SYM
fis-1679	123	46	860	860	NUM
fis-1679	123	47	.	.	PUNCT
fis-1679	124	1	[	[	X
fis-1679	124	2	3	3	NUM
fis-1679	124	3	]	]	X
fis-1679	124	4	ye	ye	NOUN
fis-1679	124	5	,	,	PUNCT
fis-1679	124	6	l.p	l.p	PROPN
fis-1679	124	7	.	.	PROPN
fis-1679	124	8	,	,	PUNCT
fis-1679	124	9	fang	fang	PROPN
fis-1679	124	10	,	,	PUNCT
fis-1679	124	11	e.h	e.h	PROPN
fis-1679	124	12	.	.	PROPN
fis-1679	124	13	,	,	PUNCT
fis-1679	124	14	research	research	NOUN
fis-1679	124	15	overview	overview	NOUN
fis-1679	124	16	of	of	ADP
fis-1679	124	17	stress	stress	ADJ
fis-1679	124	18	performance	performance	NOUN
fis-1679	124	19	of	of	ADP
fis-1679	124	20	steel	steel	NOUN
fis-1679	124	21	reinforced	reinforce	VERB
fis-1679	124	22	concrete	concrete	ADJ
fis-1679	124	23	elements	element	NOUN
fis-1679	124	24	,	,	PUNCT
fis-1679	124	25	china	china	PROPN
fis-1679	124	26	civil	civil	ADJ
fis-1679	124	27	engineering	engineering	NOUN
fis-1679	124	28	journal	journal	NOUN
fis-1679	124	29	,	,	PUNCT
fis-1679	124	30	33(5	33(5	NUM
fis-1679	124	31	)	)	PUNCT
fis-1679	124	32	(	(	PUNCT
fis-1679	124	33	2000	2000	NUM
fis-1679	124	34	)	)	PUNCT
fis-1679	124	35	1	1	NUM
fis-1679	124	36	-	-	SYM
fis-1679	124	37	12	12	NUM
fis-1679	124	38	.	.	PUNCT
fis-1679	125	1	[	[	X
fis-1679	125	2	4	4	NUM
fis-1679	125	3	]	]	X
fis-1679	125	4	xue	xue	PROPN
fis-1679	125	5	,	,	PUNCT
fis-1679	125	6	j.y	j.y	PROPN
fis-1679	125	7	.	.	PROPN
fis-1679	125	8	,	,	PUNCT
fis-1679	125	9	zhao	zhao	PROPN
fis-1679	125	10	,	,	PUNCT
fis-1679	125	11	h.t	h.t	PROPN
fis-1679	125	12	.	.	PROPN
fis-1679	125	13	,	,	PUNCT
fis-1679	125	14	yang	yang	PROPN
fis-1679	125	15	,	,	PUNCT
fis-1679	125	16	y.	y.	PROPN
fis-1679	125	17	,	,	PUNCT
fis-1679	125	18	seismic	seismic	ADJ
fis-1679	125	19	behavior	behavior	NOUN
fis-1679	125	20	and	and	CCONJ
fis-1679	125	21	construction	construction	NOUN
fis-1679	125	22	method	method	NOUN
fis-1679	125	23	of	of	ADP
fis-1679	125	24	steel	steel	NOUN
fis-1679	125	25	reinforced	reinforce	VERB
fis-1679	125	26	concrete	concrete	ADJ
fis-1679	125	27	joint	joint	NOUN
fis-1679	125	28	,	,	PUNCT
fis-1679	125	29	world	world	NOUN
fis-1679	125	30	information	information	NOUN
fis-1679	125	31	on	on	ADP
fis-1679	125	32	earthquake	earthquake	NOUN
fis-1679	125	33	engineering	engineering	NOUN
fis-1679	125	34	,	,	PUNCT
fis-1679	125	35	18(2	18(2	NUM
fis-1679	125	36	)	)	PUNCT
fis-1679	125	37	(	(	PUNCT
fis-1679	125	38	2002	2002	NUM
fis-1679	125	39	)	)	PUNCT
fis-1679	125	40	61	61	NUM
fis-1679	125	41	-	-	SYM
fis-1679	125	42	64	64	NUM
fis-1679	125	43	.	.	PUNCT
fis-1679	126	1	[	[	X
fis-1679	126	2	5	5	NUM
fis-1679	126	3	]	]	SYM
fis-1679	126	4	xu	xu	PROPN
fis-1679	126	5	,	,	PUNCT
fis-1679	126	6	m.	m.	NOUN
fis-1679	126	7	,	,	PUNCT
fis-1679	126	8	su	su	PROPN
fis-1679	126	9	,	,	PUNCT
fis-1679	126	10	l.l	l.l	PROPN
fis-1679	126	11	.	.	PROPN
fis-1679	126	12	,	,	PUNCT
fis-1679	126	13	cheng	cheng	PROPN
fis-1679	126	14	,	,	PUNCT
fis-1679	126	15	w.r	w.r	PROPN
fis-1679	126	16	.	.	PROPN
fis-1679	126	17	,	,	PUNCT
fis-1679	126	18	chen	chen	PROPN
fis-1679	126	19	,	,	PUNCT
fis-1679	126	20	z.f	z.f	PROPN
fis-1679	126	21	.	.	PROPN
fis-1679	126	22	,	,	PUNCT
fis-1679	126	23	test	test	NOUN
fis-1679	126	24	on	on	ADP
fis-1679	126	25	combined	combined	ADJ
fis-1679	126	26	steel	steel	NOUN
fis-1679	126	27	and	and	CCONJ
fis-1679	126	28	concrete	concrete	ADJ
fis-1679	126	29	column	column	NOUN
fis-1679	126	30	and	and	CCONJ
fis-1679	126	31	reinforced	reinforce	VERB
fis-1679	126	32	concrete	concrete	ADJ
fis-1679	126	33	composite	composite	ADJ
fis-1679	126	34	frame	frame	NOUN
fis-1679	126	35	joint	joint	NOUN
fis-1679	126	36	,	,	PUNCT
fis-1679	126	37	building	building	NOUN
fis-1679	126	38	structure	structure	NOUN
fis-1679	126	39	,	,	PUNCT
fis-1679	126	40	33(7	33(7	NUM
fis-1679	126	41	)	)	PUNCT
fis-1679	126	42	(	(	PUNCT
fis-1679	126	43	2003	2003	NUM
fis-1679	126	44	)	)	PUNCT
fis-1679	126	45	36	36	NUM
fis-1679	126	46	-	-	SYM
fis-1679	126	47	39	39	NUM
fis-1679	126	48	.	.	PUNCT
fis-1679	127	1	[	[	X
fis-1679	127	2	6	6	NUM
fis-1679	127	3	]	]	SYM
fis-1679	127	4	yang	yang	PROPN
fis-1679	127	5	,	,	PUNCT
fis-1679	127	6	z.y	z.y	PROPN
fis-1679	127	7	.	.	PROPN
fis-1679	127	8	,	,	PUNCT
fis-1679	127	9	hu	hu	PROPN
fis-1679	127	10	,	,	PUNCT
fis-1679	127	11	j.n	j.n	PROPN
fis-1679	127	12	.	.	PROPN
fis-1679	127	13	,	,	PUNCT
fis-1679	127	14	zhang	zhang	PROPN
fis-1679	127	15	,	,	PUNCT
fis-1679	127	16	z.	z.	PROPN
fis-1679	127	17	,	,	PUNCT
fis-1679	127	18	reinforcement	reinforcement	NOUN
fis-1679	127	19	of	of	ADP
fis-1679	127	20	damaged	damage	VERB
fis-1679	127	21	frame	frame	NOUN
fis-1679	127	22	joint	joint	ADJ
fis-1679	127	23	with	with	ADP
fis-1679	127	24	carbon	carbon	NOUN
fis-1679	127	25	fiber	fiber	NOUN
fis-1679	127	26	by	by	ADP
fis-1679	127	27	finite	finite	ADJ
fis-1679	127	28	element	element	NOUN
fis-1679	127	29	analysis	analysis	NOUN
fis-1679	127	30	,	,	PUNCT
fis-1679	127	31	procedia	procedia	NOUN
fis-1679	127	32	earth	earth	NOUN
fis-1679	127	33	and	and	CCONJ
fis-1679	127	34	planetary	planetary	ADJ
fis-1679	127	35	science	science	NOUN
fis-1679	127	36	,	,	PUNCT
fis-1679	127	37	5	5	NUM
fis-1679	127	38	(	(	PUNCT
fis-1679	127	39	2012	2012	NUM
fis-1679	127	40	)	)	PUNCT
fis-1679	127	41	198	198	NUM
fis-1679	127	42	-	-	SYM
fis-1679	127	43	202	202	NUM
fis-1679	127	44	.	.	PUNCT
fis-1679	127	45	t	t	PROPN
fis-1679	127	46	w.	w.	PROPN
fis-1679	127	47	xu	xu	PROPN
fis-1679	127	48	et	et	PROPN
fis-1679	127	49	alii	alii	PROPN
fis-1679	127	50	,	,	PUNCT
fis-1679	127	51	frattura	frattura	PROPN
fis-1679	127	52	ed	ed	PROPN
fis-1679	127	53	integrità	integrità	PROPN
fis-1679	127	54	strutturale	strutturale	PROPN
fis-1679	127	55	,	,	PUNCT
fis-1679	127	56	35	35	NUM
fis-1679	127	57	(	(	PUNCT
fis-1679	127	58	2016	2016	NUM
fis-1679	127	59	)	)	PUNCT
fis-1679	127	60	481	481	NUM
fis-1679	127	61	-	-	SYM
fis-1679	127	62	491	491	NUM
fis-1679	127	63	;	;	PUNCT
fis-1679	127	64	doi	doi	NOUN
fis-1679	127	65	:	:	PUNCT
fis-1679	127	66	10.3221	10.3221	NUM
fis-1679	127	67	/	/	SYM
fis-1679	127	68	igf	igf	PROPN
fis-1679	127	69	-	-	PROPN
fis-1679	127	70	esis.35.54	esis.35.54	PROPN
fis-1679	127	71	491	491	NUM
fis-1679	127	72	[	[	X
fis-1679	127	73	7	7	NUM
fis-1679	127	74	]	]	X
fis-1679	127	75	fan	fan	NOUN
fis-1679	127	76	,	,	PUNCT
fis-1679	127	77	y.f	y.f	PROPN
fis-1679	127	78	.	.	PROPN
fis-1679	127	79	,	,	PUNCT
fis-1679	127	80	zhou	zhou	PROPN
fis-1679	127	81	,	,	PUNCT
fis-1679	127	82	j.	j.	PROPN
fis-1679	127	83	,	,	PUNCT
fis-1679	127	84	mechanical	mechanical	ADJ
fis-1679	127	85	property	property	NOUN
fis-1679	127	86	of	of	ADP
fis-1679	127	87	rusty	rusty	ADJ
fis-1679	127	88	rebar	rebar	NOUN
fis-1679	127	89	considering	consider	VERB
fis-1679	127	90	the	the	DET
fis-1679	127	91	effects	effect	NOUN
fis-1679	127	92	of	of	ADP
fis-1679	127	93	corrosion	corrosion	NOUN
fis-1679	127	94	pits	pit	NOUN
fis-1679	127	95	,	,	PUNCT
fis-1679	127	96	journal	journal	NOUN
fis-1679	127	97	of	of	ADP
fis-1679	127	98	building	building	NOUN
fis-1679	127	99	materials	material	NOUN
fis-1679	127	100	,	,	PUNCT
fis-1679	127	101	6(3	6(3	NUM
fis-1679	127	102	)	)	PUNCT
fis-1679	127	103	(	(	PUNCT
fis-1679	127	104	2003	2003	NUM
fis-1679	127	105	)	)	PUNCT
fis-1679	127	106	248	248	NUM
fis-1679	127	107	-	-	SYM
fis-1679	127	108	252	252	NUM
fis-1679	127	109	.	.	PUNCT
fis-1679	128	1	[	[	X
fis-1679	128	2	8	8	NUM
fis-1679	128	3	]	]	X
fis-1679	128	4	ministry	ministry	NOUN
fis-1679	128	5	of	of	ADP
fis-1679	128	6	construction	construction	PROPN
fis-1679	128	7	.	.	PUNCT
fis-1679	129	1	gb50010	gb50010	PROPN
fis-1679	129	2	-	-	PUNCT
fis-1679	129	3	2010	2010	NUM
fis-1679	129	4	concrete	concrete	ADJ
fis-1679	129	5	structural	structural	ADJ
fis-1679	129	6	design	design	NOUN
fis-1679	129	7	standard	standard	NOUN
fis-1679	129	8	.	.	PUNCT
fis-1679	130	1	beijing	beijing	PROPN
fis-1679	130	2	:	:	PUNCT
fis-1679	130	3	china	china	PROPN
fis-1679	130	4	architecture	architecture	PROPN
fis-1679	130	5	&	&	CCONJ
fis-1679	130	6	building	building	PROPN
fis-1679	130	7	press	press	NOUN
fis-1679	130	8	,	,	PUNCT
fis-1679	130	9	2010	2010	NUM
fis-1679	130	10	.	.	PUNCT
fis-1679	131	1	[	[	X
fis-1679	131	2	9	9	NUM
fis-1679	131	3	]	]	X
fis-1679	131	4	zhao	zhao	X
fis-1679	131	5	.	.	PUNCT
fis-1679	131	6	y.x	y.x	AUX
fis-1679	131	7	.	.	PROPN
fis-1679	131	8	,	,	PUNCT
fis-1679	131	9	jin	jin	PROPN
fis-1679	131	10	,	,	PUNCT
fis-1679	131	11	w.l	w.l	PROPN
fis-1679	131	12	.	.	PROPN
fis-1679	131	13	,	,	PUNCT
fis-1679	131	14	modeling	model	VERB
fis-1679	131	15	the	the	DET
fis-1679	131	16	amount	amount	NOUN
fis-1679	131	17	of	of	ADP
fis-1679	131	18	steel	steel	NOUN
fis-1679	131	19	corrosion	corrosion	NOUN
fis-1679	131	20	at	at	ADP
fis-1679	131	21	the	the	DET
fis-1679	131	22	cracking	cracking	NOUN
fis-1679	131	23	of	of	ADP
fis-1679	131	24	concrete	concrete	ADJ
fis-1679	131	25	cover	cover	NOUN
fis-1679	131	26	,	,	PUNCT
fis-1679	131	27	advances	advance	NOUN
fis-1679	131	28	in	in	ADP
fis-1679	131	29	structural	structural	ADJ
fis-1679	131	30	engineering	engineering	NOUN
fis-1679	131	31	,	,	PUNCT
fis-1679	131	32	9(5	9(5	NUM
fis-1679	131	33	)	)	PUNCT
fis-1679	131	34	(	(	PUNCT
fis-1679	131	35	2006	2006	NUM
fis-1679	131	36	)	)	PUNCT
fis-1679	131	37	687	687	NUM
fis-1679	131	38	-	-	SYM
fis-1679	131	39	696	696	NUM
fis-1679	131	40	.	.	PUNCT
fis-1679	132	1	[	[	X
fis-1679	132	2	10	10	NUM
fis-1679	132	3	]	]	X
fis-1679	132	4	wang	wang	PROPN
fis-1679	132	5	,	,	PUNCT
fis-1679	132	6	j.q	j.q	PROPN
fis-1679	132	7	.	.	PROPN
fis-1679	132	8	,	,	PUNCT
fis-1679	132	9	experiment	experiment	NOUN
fis-1679	132	10	study	study	NOUN
fis-1679	132	11	and	and	CCONJ
fis-1679	132	12	analysis	analysis	NOUN
fis-1679	132	13	on	on	ADP
fis-1679	132	14	the	the	DET
fis-1679	132	15	mechanical	mechanical	ADJ
fis-1679	132	16	properties	property	NOUN
fis-1679	132	17	of	of	ADP
fis-1679	132	18	corroded	corroded	ADJ
fis-1679	132	19	reinforcing	reinforce	VERB
fis-1679	132	20	bars	bar	NOUN
fis-1679	132	21	in	in	ADP
fis-1679	132	22	the	the	DET
fis-1679	132	23	atmospheric	atmospheric	PROPN
fis-1679	132	24	environment	environment	NOUN
fis-1679	132	25	,	,	PUNCT
fis-1679	132	26	journal	journal	NOUN
fis-1679	132	27	of	of	ADP
fis-1679	132	28	xuzhou	xuzhou	PROPN
fis-1679	132	29	institute	institute	PROPN
fis-1679	132	30	of	of	ADP
fis-1679	132	31	architectural	architectural	PROPN
fis-1679	132	32	technology	technology	NOUN
fis-1679	132	33	,	,	PUNCT
fis-1679	132	34	3(3	3(3	NUM
fis-1679	132	35	)	)	PUNCT
fis-1679	132	36	(	(	PUNCT
fis-1679	132	37	2003	2003	NUM
fis-1679	132	38	)	)	PUNCT
fis-1679	132	39	25	25	NUM
fis-1679	132	40	-	-	SYM
fis-1679	132	41	27	27	NUM
fis-1679	132	42	.	.	PUNCT
fis-1679	133	1	[	[	X
fis-1679	133	2	11	11	NUM
fis-1679	133	3	]	]	SYM
fis-1679	133	4	wu	wu	PROPN
fis-1679	133	5	,	,	PUNCT
fis-1679	133	6	q.	q.	PROPN
fis-1679	133	7	,	,	PUNCT
fis-1679	133	8	yuan	yuan	PROPN
fis-1679	133	9	,	,	PUNCT
fis-1679	133	10	y.s	y.s	PROPN
fis-1679	133	11	.	.	PROPN
fis-1679	133	12	,	,	PUNCT
fis-1679	133	13	li	li	PROPN
fis-1679	133	14	,	,	PUNCT
fis-1679	133	15	j.y	j.y	PROPN
fis-1679	133	16	.	.	PROPN
fis-1679	133	17	,	,	PUNCT
fis-1679	133	18	research	research	NOUN
fis-1679	133	19	on	on	ADP
fis-1679	133	20	structural	structural	ADJ
fis-1679	133	21	behavior	behavior	NOUN
fis-1679	133	22	’s	’s	PART
fis-1679	133	23	deterioration	deterioration	NOUN
fis-1679	133	24	of	of	ADP
fis-1679	133	25	corroded	corroded	ADJ
fis-1679	133	26	reinforced	reinforce	VERB
fis-1679	133	27	concrete	concrete	ADJ
fis-1679	133	28	beams	beam	NOUN
fis-1679	133	29	under	under	ADP
fis-1679	133	30	man	man	NOUN
fis-1679	133	31	-	-	PUNCT
fis-1679	133	32	made	make	VERB
fis-1679	133	33	climate	climate	NOUN
fis-1679	133	34	,	,	PUNCT
fis-1679	133	35	journal	journal	NOUN
fis-1679	133	36	of	of	ADP
fis-1679	133	37	china	china	PROPN
fis-1679	133	38	university	university	PROPN
fis-1679	133	39	of	of	ADP
fis-1679	133	40	mining	mining	NOUN
fis-1679	133	41	&	&	CCONJ
fis-1679	133	42	technology	technology	PROPN
fis-1679	133	43	,	,	PUNCT
fis-1679	133	44	36(4	36(4	NUM
fis-1679	133	45	)	)	PUNCT
fis-1679	133	46	(	(	PUNCT
fis-1679	133	47	2007	2007	NUM
fis-1679	133	48	)	)	PUNCT
fis-1679	133	49	442	442	NUM
fis-1679	133	50	-	-	SYM
fis-1679	133	51	445	445	NUM
fis-1679	133	52	.	.	PUNCT
fis-1679	134	1	[	[	X
fis-1679	134	2	12	12	NUM
fis-1679	134	3	]	]	X
fis-1679	134	4	wu	wu	PROPN
fis-1679	134	5	,	,	PUNCT
fis-1679	134	6	j.	j.	PROPN
fis-1679	134	7	,	,	PUNCT
fis-1679	134	8	wang	wang	PROPN
fis-1679	134	9	,	,	PUNCT
fis-1679	134	10	c.x	c.x	PROPN
fis-1679	134	11	.	.	PROPN
fis-1679	134	12	,	,	PUNCT
fis-1679	134	13	xu	xu	PROPN
fis-1679	134	14	,	,	PUNCT
fis-1679	134	15	j.	j.	PROPN
fis-1679	134	16	,	,	PUNCT
fis-1679	134	17	xiao	xiao	PROPN
fis-1679	134	18	,	,	PUNCT
fis-1679	134	19	z.	z.	PROPN
fis-1679	134	20	,	,	PUNCT
fis-1679	134	21	wu	wu	PROPN
fis-1679	134	22	,	,	PUNCT
fis-1679	134	23	f.h	f.h	PROPN
fis-1679	134	24	.	.	PROPN
fis-1679	134	25	,	,	PUNCT
fis-1679	134	26	study	study	VERB
fis-1679	134	27	on	on	ADP
fis-1679	134	28	flexural	flexural	ADJ
fis-1679	134	29	behavior	behavior	NOUN
fis-1679	134	30	of	of	ADP
fis-1679	134	31	corroded	corroded	ADJ
fis-1679	134	32	reinforced	reinforce	VERB
fis-1679	134	33	concrete	concrete	ADJ
fis-1679	134	34	beams	beam	NOUN
fis-1679	134	35	under	under	ADP
fis-1679	134	36	fatigue	fatigue	NOUN
fis-1679	134	37	loads	load	NOUN
fis-1679	134	38	,	,	PUNCT
fis-1679	134	39	china	china	PROPN
fis-1679	134	40	civil	civil	ADJ
fis-1679	134	41	engineering	engineering	NOUN
fis-1679	134	42	journal	journal	NOUN
fis-1679	134	43	,	,	PUNCT
fis-1679	134	44	45(10	45(10	NUM
fis-1679	134	45	)	)	PUNCT
fis-1679	134	46	(	(	PUNCT
fis-1679	134	47	2012)118	2012)118	NOUN
fis-1679	134	48	-	-	NOUN
fis-1679	134	49	124	124	NUM
fis-1679	134	50	.	.	PUNCT
fis-1679	135	1	[	[	X
fis-1679	135	2	13	13	NUM
fis-1679	135	3	]	]	X
fis-1679	135	4	shi	shi	PROPN
fis-1679	135	5	,	,	PUNCT
fis-1679	135	6	q.x	q.x	PROPN
fis-1679	135	7	.	.	PROPN
fis-1679	135	8	,	,	PUNCT
fis-1679	135	9	niu	niu	PROPN
fis-1679	135	10	,	,	PUNCT
fis-1679	135	11	d.t	d.t	PROPN
fis-1679	135	12	.	.	PROPN
fis-1679	135	13	,	,	PUNCT
fis-1679	135	14	yan	yan	PROPN
fis-1679	135	15	,	,	PUNCT
fis-1679	135	16	g.y	g.y	PROPN
fis-1679	135	17	.	.	PROPN
fis-1679	135	18	,	,	PUNCT
fis-1679	135	19	experimental	experimental	ADJ
fis-1679	135	20	research	research	NOUN
fis-1679	135	21	on	on	ADP
fis-1679	135	22	hysteretic	hysteretic	ADJ
fis-1679	135	23	characteristics	characteristic	NOUN
fis-1679	135	24	of	of	ADP
fis-1679	135	25	corroded	corroded	PROPN
fis-1679	135	26	r.	r.	PROPN
fis-1679	135	27	c.	c.	PROPN
fis-1679	135	28	members	member	NOUN
fis-1679	135	29	with	with	ADP
fis-1679	135	30	fiexural	fiexural	ADJ
fis-1679	135	31	and	and	CCONJ
fis-1679	135	32	compressive	compressive	ADJ
fis-1679	135	33	axial	axial	ADJ
fis-1679	135	34	loads	load	NOUN
fis-1679	135	35	under	under	ADP
fis-1679	135	36	repeated	repeat	VERB
fis-1679	135	37	horizontal	horizontal	ADJ
fis-1679	135	38	loading	loading	NOUN
fis-1679	135	39	,	,	PUNCT
fis-1679	135	40	earthquake	earthquake	NOUN
fis-1679	135	41	engineering	engineering	NOUN
fis-1679	135	42	and	and	CCONJ
fis-1679	135	43	engineering	engineering	NOUN
fis-1679	135	44	vibration	vibration	NOUN
fis-1679	135	45	,	,	PUNCT
fis-1679	135	46	20(4	20(4	NOUN
fis-1679	135	47	)	)	PUNCT
fis-1679	135	48	(	(	PUNCT
fis-1679	135	49	2000	2000	NUM
fis-1679	135	50	)	)	PUNCT
fis-1679	135	51	44	44	NUM
fis-1679	135	52	-	-	SYM
fis-1679	135	53	50	50	NUM
fis-1679	135	54	.	.	PUNCT
fis-1679	136	1	[	[	X
fis-1679	136	2	14	14	NUM
fis-1679	136	3	]	]	PUNCT
fis-1679	136	4	choi	choi	NOUN
fis-1679	136	5	,	,	PUNCT
fis-1679	136	6	y.s	y.s	PROPN
fis-1679	136	7	.	.	PROPN
fis-1679	136	8	,	,	PUNCT
fis-1679	136	9	yi	yi	PROPN
fis-1679	136	10	,	,	PUNCT
fis-1679	136	11	s.t	s.t	PROPN
fis-1679	136	12	.	.	PROPN
fis-1679	136	13	,	,	PUNCT
fis-1679	136	14	kim	kim	PROPN
fis-1679	136	15	,	,	PUNCT
fis-1679	136	16	m.y	m.y	PROPN
fis-1679	136	17	.	.	PROPN
fis-1679	136	18	,	,	PUNCT
fis-1679	136	19	jung	jung	PROPN
fis-1679	136	20	,	,	PUNCT
fis-1679	136	21	w.y	w.y	PROPN
fis-1679	136	22	.	.	PROPN
fis-1679	136	23	,	,	PUNCT
fis-1679	136	24	yang	yang	PROPN
fis-1679	136	25	,	,	PUNCT
fis-1679	136	26	e.l	e.l	PROPN
fis-1679	136	27	.	.	PROPN
fis-1679	136	28	,	,	PUNCT
fis-1679	136	29	effect	effect	NOUN
fis-1679	136	30	of	of	ADP
fis-1679	136	31	corrosion	corrosion	NOUN
fis-1679	136	32	method	method	NOUN
fis-1679	136	33	of	of	ADP
fis-1679	136	34	the	the	DET
fis-1679	136	35	reinforcing	reinforce	VERB
fis-1679	136	36	bar	bar	NOUN
fis-1679	136	37	on	on	ADP
fis-1679	136	38	bond	bond	NOUN
fis-1679	136	39	characteristics	characteristic	NOUN
fis-1679	136	40	in	in	ADP
fis-1679	136	41	reinforced	reinforce	VERB
fis-1679	136	42	concrete	concrete	ADJ
fis-1679	136	43	specimens	specimen	NOUN
fis-1679	136	44	,	,	PUNCT
fis-1679	136	45	construction	construction	NOUN
fis-1679	136	46	and	and	CCONJ
fis-1679	136	47	building	building	NOUN
fis-1679	136	48	materials	material	NOUN
fis-1679	136	49	,	,	PUNCT
fis-1679	136	50	54	54	NUM
fis-1679	136	51	(	(	PUNCT
fis-1679	136	52	2014	2014	NUM
fis-1679	136	53	)	)	PUNCT
fis-1679	136	54	180	180	NUM
fis-1679	136	55	-	-	SYM
fis-1679	136	56	189	189	NUM
fis-1679	136	57	.	.	PUNCT
fis-1679	137	1	nomenclature	nomenclature	NOUN
fis-1679	137	2	c	c	PROPN
fis-1679	137	3	refers	refer	VERB
fis-1679	137	4	to	to	ADP
fis-1679	137	5	parameter	parameter	NOUN
fis-1679	137	6	value	value	NOUN
fis-1679	137	7	of	of	ADP
fis-1679	137	8	descending	descend	VERB
fis-1679	137	9	branch	branch	NOUN
fis-1679	137	10	of	of	ADP
fis-1679	137	11	single	single	ADJ
fis-1679	137	12	-	-	PUNCT
fis-1679	137	13	axial	axial	ADJ
fis-1679	137	14	compressive	compressive	ADJ
fis-1679	137	15	stress	stress	NOUN
fis-1679	137	16	strain	strain	NOUN
fis-1679	137	17	curve	curve	NOUN
fis-1679	137	18	of	of	ADP
fis-1679	137	19	concrete	concrete	NOUN
fis-1679	137	20	;	;	PUNCT
fis-1679	137	21	,	,	PUNCT
fis-1679	137	22	c	c	PROPN
fis-1679	137	23	rf	rf	VERB
fis-1679	137	24	refers	refer	VERB
fis-1679	137	25	to	to	ADP
fis-1679	137	26	representative	representative	ADJ
fis-1679	137	27	value	value	NOUN
fis-1679	137	28	of	of	ADP
fis-1679	137	29	axial	axial	ADJ
fis-1679	137	30	compressive	compressive	ADJ
fis-1679	137	31	strength	strength	NOUN
fis-1679	137	32	of	of	ADP
fis-1679	137	33	concrete	concrete	NOUN
fis-1679	137	34	,	,	PUNCT
fis-1679	137	35	and	and	CCONJ
fis-1679	137	36	its	its	PRON
fis-1679	137	37	concrete	concrete	ADJ
fis-1679	137	38	value	value	NOUN
fis-1679	137	39	is	be	AUX
fis-1679	137	40	determined	determine	VERB
fis-1679	137	41	based	base	VERB
fis-1679	137	42	on	on	ADP
fis-1679	137	43	actual	actual	ADJ
fis-1679	137	44	structural	structural	ADJ
fis-1679	137	45	analysis	analysis	NOUN
fis-1679	137	46	;	;	PUNCT
fis-1679	137	47	,	,	PUNCT
fis-1679	137	48	c	c	PROPN
fis-1679	137	49	r	r	PROPN
fis-1679	137	50	refers	refer	VERB
fis-1679	137	51	to	to	ADP
fis-1679	137	52	peak	peak	VERB
fis-1679	137	53	compressive	compressive	ADJ
fis-1679	137	54	strain	strain	NOUN
fis-1679	137	55	of	of	ADP
fis-1679	137	56	concrete	concrete	NOUN
fis-1679	137	57	corresponding	correspond	VERB
fis-1679	137	58	to	to	ADP
fis-1679	137	59	axial	axial	ADJ
fis-1679	137	60	compressive	compressive	ADJ
fis-1679	137	61	strength	strength	NOUN
fis-1679	137	62	of	of	ADP
fis-1679	137	63	concrete	concrete	NOUN
fis-1679	137	64	,	,	PUNCT
fis-1679	137	65	c	c	PROPN
fis-1679	137	66	rf	rf	NUM
fis-1679	137	67	;	;	PUNCT
fis-1679	137	68	cd	cd	PROPN
fis-1679	137	69	refers	refer	VERB
fis-1679	137	70	to	to	ADP
fis-1679	137	71	concrete	concrete	ADJ
fis-1679	137	72	single	single	ADJ
fis-1679	137	73	-	-	PUNCT
fis-1679	137	74	axial	axial	ADJ
fis-1679	137	75	compressive	compressive	ADJ
fis-1679	137	76	injury	injury	NOUN
fis-1679	137	77	evolutionary	evolutionary	ADJ
fis-1679	137	78	parameter	parameter	NOUN
fis-1679	137	79	;	;	PUNCT
fis-1679	137	80			PROPN
fis-1679	137	81	refers	refer	VERB
fis-1679	137	82	to	to	ADP
fis-1679	137	83	compressive	compressive	ADJ
fis-1679	137	84	stress	stress	NOUN
fis-1679	137	85	of	of	ADP
fis-1679	137	86	concrete	concrete	NOUN
fis-1679	137	87	;	;	PUNCT
fis-1679	137	88			PROPN
fis-1679	137	89	refers	refer	VERB
fis-1679	137	90	to	to	ADP
fis-1679	137	91	compressive	compressive	ADJ
fis-1679	137	92	strain	strain	NOUN
fis-1679	137	93	of	of	ADP
fis-1679	137	94	concrete	concrete	NOUN
fis-1679	137	95	;	;	PUNCT
fis-1679	137	96	ce	ce	PROPN
fis-1679	137	97	refers	refer	VERB
fis-1679	137	98	to	to	ADP
fis-1679	137	99	elasticity	elasticity	NOUN
fis-1679	137	100	modulus	modulus	NOUN
fis-1679	137	101	of	of	ADP
fis-1679	137	102	concrete	concrete	NOUN
fis-1679	137	103	;	;	PUNCT
fis-1679	137	104	cu	cu	NOUN
fis-1679	137	105	refers	refer	VERB
fis-1679	137	106	to	to	ADP
fis-1679	137	107	the	the	DET
fis-1679	137	108	compressive	compressive	ADJ
fis-1679	137	109	strain	strain	NOUN
fis-1679	137	110	of	of	ADP
fis-1679	137	111	concrete	concrete	NOUN
fis-1679	137	112	when	when	SCONJ
fis-1679	137	113	the	the	DET
fis-1679	137	114	stress	stress	NOUN
fis-1679	137	115	in	in	ADP
fis-1679	137	116	descending	descend	VERB
fis-1679	137	117	branch	branch	NOUN
fis-1679	137	118	of	of	ADP
fis-1679	137	119	stress	stress	NOUN
fis-1679	137	120	-	-	PUNCT
fis-1679	137	121	strain	strain	NOUN
fis-1679	137	122	curve	curve	NOUN
fis-1679	137	123	is	be	AUX
fis-1679	137	124	equal	equal	ADJ
fis-1679	137	125	to	to	ADP
fis-1679	137	126	0.5	0.5	NUM
fis-1679	137	127	,	,	PUNCT
fis-1679	137	128	c	c	PROPN
fis-1679	137	129	rf	rf	NUM
fis-1679	137	130	;	;	PUNCT
fis-1679	137	131	ycf	ycf	PROPN
fis-1679	137	132	and	and	CCONJ
fis-1679	137	133	ucf	ucf	PROPN
fis-1679	137	134	refer	refer	VERB
fis-1679	137	135	to	to	ADP
fis-1679	137	136	nominal	nominal	ADJ
fis-1679	137	137	yield	yield	NOUN
fis-1679	137	138	strength	strength	NOUN
fis-1679	137	139	and	and	CCONJ
fis-1679	137	140	nominal	nominal	ADJ
fis-1679	137	141	ultimate	ultimate	ADJ
fis-1679	137	142	strength	strength	NOUN
fis-1679	137	143	of	of	ADP
fis-1679	137	144	corroded	corroded	ADJ
fis-1679	137	145	steel	steel	NOUN
fis-1679	137	146	reinforcement	reinforcement	NOUN
fis-1679	137	147	respectively	respectively	ADV
fis-1679	137	148	;	;	PUNCT
fis-1679	137	149	sc	sc	NOUN
fis-1679	137	150	and	and	CCONJ
fis-1679	137	151	sc	sc	PROPN
fis-1679	137	152	stand	stand	VERB
fis-1679	137	153	for	for	ADP
fis-1679	137	154	stress	stress	NOUN
fis-1679	137	155	and	and	CCONJ
fis-1679	137	156	strain	strain	NOUN
fis-1679	137	157	of	of	ADP
fis-1679	137	158	corroded	corroded	ADJ
fis-1679	137	159	steel	steel	NOUN
fis-1679	137	160	reinforcement	reinforcement	NOUN
fis-1679	137	161	respectively	respectively	ADV
fis-1679	137	162	;	;	PUNCT
fis-1679	137	163	syc	syc	NOUN
fis-1679	137	164	and	and	CCONJ
fis-1679	137	165	suc	suc	VERB
fis-1679	137	166	stand	stand	NOUN
fis-1679	137	167	for	for	ADP
fis-1679	137	168	yielding	yield	VERB
fis-1679	137	169	strain	strain	NOUN
fis-1679	137	170	and	and	CCONJ
fis-1679	137	171	hardening	harden	VERB
fis-1679	137	172	strain	strain	NOUN
fis-1679	137	173	of	of	ADP
fis-1679	137	174	corroded	corroded	ADJ
fis-1679	137	175	steel	steel	NOUN
fis-1679	137	176	reinforcement	reinforcement	NOUN
fis-1679	137	177	;	;	PUNCT
fis-1679	137	178	ek	ek	PROPN
fis-1679	137	179	refers	refer	VERB
fis-1679	137	180	to	to	ADP
fis-1679	137	181	nonlinear	nonlinear	ADJ
fis-1679	137	182	spring	spring	NOUN
fis-1679	137	183	;	;	PUNCT
fis-1679	137	184	tgk	tgk	PROPN
fis-1679	137	185	refers	refer	VERB
fis-1679	137	186	to	to	ADP
fis-1679	137	187	slope	slope	NOUN
fis-1679	137	188	of	of	ADP
fis-1679	137	189	unit	unit	NOUN
fis-1679	137	190	force	force	NOUN
fis-1679	137	191	of	of	ADP
fis-1679	137	192	spring	spring	NOUN
fis-1679	137	193	relative	relative	ADJ
fis-1679	137	194	displacement	displacement	NOUN
fis-1679	137	195	;	;	PUNCT
fis-1679	137	196	1r	1r	NUM
fis-1679	137	197	refers	refer	VERB
fis-1679	137	198	to	to	ADP
fis-1679	137	199	initial	initial	ADJ
fis-1679	137	200	radius	radius	NOUN
fis-1679	137	201	of	of	ADP
fis-1679	137	202	steel	steel	NOUN
fis-1679	137	203	reinforcement	reinforcement	NOUN
fis-1679	137	204	;	;	PUNCT
fis-1679	137	205	2r	2r	NUM
fis-1679	137	206	refers	refer	VERB
fis-1679	137	207	to	to	ADP
fis-1679	137	208	external	external	ADJ
fis-1679	137	209	radius	radius	NOUN
fis-1679	137	210	of	of	ADP
fis-1679	137	211	corrosion	corrosion	NOUN
fis-1679	137	212	product	product	NOUN
fis-1679	137	213	;	;	PUNCT
fis-1679	137	214	3r	3r	NUM
fis-1679	137	215	is	be	AUX
fis-1679	137	216	radius	radius	NOUN
fis-1679	137	217	of	of	ADP
fis-1679	137	218	remaining	remain	VERB
fis-1679	137	219	steel	steel	NOUN
fis-1679	137	220	reinforcement	reinforcement	NOUN
fis-1679	137	221	section	section	NOUN
fis-1679	137	222	;	;	PUNCT
fis-1679	137	223			PROPN
fis-1679	137	224	refers	refer	VERB
fis-1679	137	225	to	to	ADP
fis-1679	137	226	corrosion	corrosion	NOUN
fis-1679	137	227	rate	rate	NOUN
fis-1679	137	228	of	of	ADP
fis-1679	137	229	steel	steel	NOUN
fis-1679	137	230	reinforcement	reinforcement	NOUN
fis-1679	137	231	;	;	PUNCT
fis-1679	137	232	0	0	NUM
fis-1679	137	233	is	be	AUX
fis-1679	137	234	the	the	DET
fis-1679	137	235	space	space	NOUN
fis-1679	137	236	between	between	ADP
fis-1679	137	237	non	non	ADJ
fis-1679	137	238	-	-	ADJ
fis-1679	137	239	corroded	corroded	ADJ
fis-1679	137	240	steel	steel	NOUN
fis-1679	137	241	reinforcement	reinforcement	NOUN
fis-1679	137	242	and	and	CCONJ
fis-1679	137	243	concrete	concrete	NOUN
fis-1679	137	244	;	;	PUNCT
fis-1679	137	245			PROPN
fis-1679	137	246	refers	refer	VERB
fis-1679	137	247	to	to	ADP
fis-1679	137	248	radial	radial	ADJ
fis-1679	137	249	expansion	expansion	NOUN
fis-1679	137	250	displacement	displacement	NOUN
fis-1679	137	251	of	of	ADP
fis-1679	137	252	concrete	concrete	NOUN
fis-1679	137	253	.	.	PUNCT
fis-1679	138	1	<	<	X
fis-1679	138	2	<	<	X
fis-1679	138	3	/ascii85encodepages	/ascii85encodepage	NOUN
fis-1679	138	4	false	false	ADJ
fis-1679	138	5	/allowtransparency	/allowtransparency	NOUN
fis-1679	138	6	false	false	ADJ
fis-1679	138	7	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-1679	138	8	true	true	ADJ
fis-1679	138	9	/autorotatepages	/autorotatepage	NOUN
fis-1679	138	10	/none	/none	PUNCT
fis-1679	138	11	/binding	/binding	PUNCT
fis-1679	138	12	/left	/left	ADJ
fis-1679	139	1	/calgrayprofile	/calgrayprofile	VERB
fis-1679	139	2	(	(	PUNCT
fis-1679	139	3	dot	dot	NOUN
fis-1679	139	4	gain	gain	NOUN
fis-1679	139	5	20	20	NUM
fis-1679	139	6	%	%	NOUN
fis-1679	139	7	)	)	PUNCT
fis-1679	139	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-1679	140	1	(	(	PUNCT
fis-1679	140	2	srgb	srgb	PROPN
fis-1679	140	3	iec61966	iec61966	NOUN
fis-1679	140	4	-	-	PUNCT
fis-1679	140	5	2.1	2.1	NUM
fis-1679	140	6	)	)	PUNCT
fis-1679	140	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-1679	141	1	(	(	PUNCT
fis-1679	141	2	u.s	u.s	PROPN
fis-1679	141	3	.	.	PROPN
fis-1679	141	4	web	web	NOUN
fis-1679	141	5	coated	coat	VERB
fis-1679	141	6	\050swop\051	\050swop\051	ADJ
fis-1679	141	7	v2	v2	NOUN
fis-1679	141	8	)	)	PUNCT
fis-1679	141	9	/srgbprofile	/srgbprofile	PUNCT
fis-1679	141	10	(	(	PUNCT
fis-1679	141	11	srgb	srgb	PROPN
fis-1679	141	12	iec61966	iec61966	NOUN
fis-1679	141	13	-	-	PUNCT
fis-1679	141	14	2.1	2.1	NUM
fis-1679	141	15	)	)	PUNCT
fis-1679	141	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-1679	142	1	/error	/error	INTJ
fis-1679	142	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-1679	143	1	1.4	1.4	NUM
fis-1679	143	2	/compressobjects	/compressobject	NOUN
fis-1679	143	3	/tags	/tag	VERB
fis-1679	143	4	/compresspages	/compresspage	NOUN
fis-1679	143	5	true	true	ADJ
fis-1679	143	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-1679	143	7	true	true	ADJ
fis-1679	143	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-1679	143	9	true	true	ADJ
fis-1679	143	10	/createjobticket	/createjobticket	NOUN
fis-1679	143	11	false	false	ADJ
fis-1679	143	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-1679	143	13	/default	/default	PUNCT
fis-1679	143	14	/detectblends	/detectblend	NOUN
fis-1679	143	15	true	true	ADJ
fis-1679	143	16	/detectcurves	/detectcurve	VERB
fis-1679	144	1	0.0000	0.0000	NUM
fis-1679	144	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-1679	144	3	/cmyk	/cmyk	PUNCT
fis-1679	145	1	/dothumbnails	/dothumbnail	VERB
fis-1679	146	1	false	false	ADJ
fis-1679	146	2	/embedallfonts	/embedallfont	NOUN
fis-1679	146	3	true	true	ADJ
fis-1679	146	4	/embedopentype	/embedopentype	PUNCT
fis-1679	146	5	false	false	ADJ
fis-1679	146	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-1679	146	7	true	true	ADJ
fis-1679	146	8	/embedjoboptions	/embedjoboption	NOUN
fis-1679	146	9	true	true	ADJ
fis-1679	146	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-1679	146	11	0	0	NUM
fis-1679	146	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-1679	146	13	false	false	ADJ
fis-1679	146	14	/endpage	/endpage	NOUN
fis-1679	146	15	-1	-1	NOUN
fis-1679	146	16	/imagememory	/imagememory	NUM
fis-1679	146	17	1048576	1048576	NUM
fis-1679	146	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-1679	146	19	false	false	ADJ
fis-1679	146	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-1679	146	21	100	100	NUM
fis-1679	146	22	/optimize	/optimize	NOUN
fis-1679	146	23	true	true	ADJ
fis-1679	146	24	/opm	/opm	NOUN
fis-1679	146	25	1	1	NUM
fis-1679	146	26	/parsedsccomments	/parsedsccomment	NOUN
fis-1679	146	27	true	true	ADJ
fis-1679	146	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-1679	146	29	true	true	ADJ
fis-1679	146	30	/preservecopypage	/preservecopypage	NOUN
fis-1679	146	31	true	true	ADJ
fis-1679	146	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-1679	146	33	true	true	ADJ
fis-1679	146	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-1679	146	35	true	true	ADJ
fis-1679	146	36	/preserveflatness	/preserveflatness	NOUN
fis-1679	146	37	true	true	ADJ
fis-1679	146	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-1679	146	39	false	false	ADJ
fis-1679	146	40	/preserveopicomments	/preserveopicomment	NOUN
fis-1679	146	41	true	true	ADJ
fis-1679	146	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-1679	146	43	true	true	ADJ
fis-1679	146	44	/startpage	/startpage	NOUN
fis-1679	146	45	1	1	NUM
fis-1679	146	46	/subsetfonts	/subsetfont	NOUN
fis-1679	146	47	true	true	ADJ
fis-1679	146	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-1679	146	49	/apply	/apply	PUNCT
fis-1679	146	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-1679	147	1	/preserve	/preserve	NOUN
fis-1679	147	2	/useprologue	/useprologue	NOUN
fis-1679	147	3	false	false	ADJ
fis-1679	147	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-1679	147	5	(	(	PUNCT
fis-1679	147	6	)	)	PUNCT
fis-1679	147	7	/alwaysembed	/alwaysembe	VERB
fis-1679	147	8	[	[	PUNCT
fis-1679	147	9	true	true	ADJ
fis-1679	147	10	]	]	PUNCT
fis-1679	147	11	/neverembed	/neverembed	PUNCT
fis-1679	148	1	[	[	PUNCT
fis-1679	148	2	true	true	ADJ
fis-1679	148	3	]	]	PUNCT
fis-1679	148	4	/antialiascolorimages	/antialiascolorimages	X
fis-1679	148	5	false	false	ADJ
fis-1679	148	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-1679	148	7	true	true	ADJ
fis-1679	148	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-1679	148	9	300	300	NUM
fis-1679	148	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-1679	148	11	/ok	/ok	ADJ
fis-1679	149	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-1679	150	1	true	true	ADJ
fis-1679	150	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-1679	150	3	/bicubic	/bicubic	NOUN
fis-1679	150	4	/colorimageresolution	/colorimageresolution	NOUN
fis-1679	151	1	300	300	NUM
fis-1679	151	2	/colorimagedepth	/colorimagedepth	PRON
fis-1679	151	3	-1	-1	INTJ
fis-1679	151	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-1679	151	5	1	1	NUM
fis-1679	151	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-1679	151	7	1.50000	1.50000	NUM
fis-1679	151	8	/encodecolorimages	/encodecolorimage	NOUN
fis-1679	151	9	true	true	ADJ
fis-1679	151	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-1679	151	11	/dctencode	/dctencode	PUNCT
fis-1679	152	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-1679	152	2	true	true	ADJ
fis-1679	152	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-1679	152	4	/jpeg	/jpeg	PUNCT
fis-1679	152	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-1679	153	1	<	<	X
fis-1679	153	2	<	<	X
fis-1679	153	3	/qfactor	/qfactor	NOUN
fis-1679	153	4	0.15	0.15	NUM
fis-1679	153	5	/hsamples	/hsample	NOUN
fis-1679	154	1	[	[	X
fis-1679	154	2	1	1	NUM
fis-1679	154	3	1	1	NUM
fis-1679	154	4	1	1	NUM
fis-1679	154	5	1	1	NUM
fis-1679	154	6	]	]	PUNCT
fis-1679	154	7	/vsamples	/vsample	NOUN
fis-1679	155	1	[	[	X
fis-1679	155	2	1	1	NUM
fis-1679	155	3	1	1	NUM
fis-1679	155	4	1	1	NUM
fis-1679	155	5	1	1	NUM
fis-1679	155	6	]	]	PUNCT
fis-1679	155	7	>	>	PUNCT
fis-1679	155	8	>	>	X
fis-1679	155	9	/colorimagedict	/colorimagedict	PUNCT
fis-1679	156	1	<	<	X
fis-1679	156	2	<	<	X
fis-1679	156	3	/qfactor	/qfactor	NOUN
fis-1679	156	4	0.15	0.15	NUM
fis-1679	156	5	/hsamples	/hsample	NOUN
fis-1679	157	1	[	[	X
fis-1679	157	2	1	1	NUM
fis-1679	157	3	1	1	NUM
fis-1679	157	4	1	1	NUM
fis-1679	157	5	1	1	NUM
fis-1679	157	6	]	]	PUNCT
fis-1679	157	7	/vsamples	/vsample	NOUN
fis-1679	158	1	[	[	X
fis-1679	158	2	1	1	NUM
fis-1679	158	3	1	1	NUM
fis-1679	158	4	1	1	NUM
fis-1679	158	5	1	1	NUM
fis-1679	158	6	]	]	PUNCT
fis-1679	158	7	>	>	PUNCT
fis-1679	158	8	>	>	X
fis-1679	158	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
fis-1679	159	1	<	<	X
fis-1679	159	2	<	<	X
fis-1679	159	3	/tilewidth	/tilewidth	PUNCT
fis-1679	159	4	256	256	NUM
fis-1679	159	5	/tileheight	/tileheight	NUM
fis-1679	159	6	256	256	NUM
fis-1679	159	7	/quality	/quality	NOUN
fis-1679	159	8	30	30	NUM
fis-1679	159	9	>	>	PUNCT
fis-1679	159	10	>	>	X
fis-1679	159	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-1679	159	12	<	<	X
fis-1679	159	13	<	<	X
fis-1679	159	14	/tilewidth	/tilewidth	PUNCT
fis-1679	159	15	256	256	NUM
fis-1679	159	16	/tileheight	/tileheight	NUM
fis-1679	159	17	256	256	NUM
fis-1679	159	18	/quality	/quality	NOUN
fis-1679	159	19	30	30	NUM
fis-1679	159	20	>	>	PUNCT
fis-1679	159	21	>	>	X
fis-1679	159	22	/antialiasgrayimages	/antialiasgrayimages	X
fis-1679	159	23	false	false	ADJ
fis-1679	159	24	/cropgrayimages	/cropgrayimage	NOUN
fis-1679	159	25	true	true	ADJ
fis-1679	159	26	/grayimageminresolution	/grayimageminresolution	ADV
fis-1679	159	27	300	300	NUM
fis-1679	159	28	/grayimageminresolutionpolicy	/grayimageminresolutionpolicy	NOUN
fis-1679	159	29	/ok	/ok	ADJ
fis-1679	159	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
fis-1679	160	1	true	true	ADJ
fis-1679	160	2	/grayimagedownsampletype	/grayimagedownsampletype	INTJ
fis-1679	160	3	/bicubic	/bicubic	NOUN
fis-1679	160	4	/grayimageresolution	/grayimageresolution	NOUN
fis-1679	160	5	300	300	NUM
fis-1679	160	6	/grayimagedepth	/grayimagedepth	PUNCT
fis-1679	160	7	-1	-1	PUNCT
fis-1679	160	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-1679	161	1	2	2	NUM
fis-1679	161	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
fis-1679	161	3	1.50000	1.50000	NUM
fis-1679	161	4	/encodegrayimages	/encodegrayimage	NOUN
fis-1679	161	5	true	true	ADJ
fis-1679	161	6	/grayimagefilter	/grayimagefilter	NOUN
fis-1679	161	7	/dctencode	/dctencode	PUNCT
fis-1679	162	1	/autofiltergrayimages	/autofiltergrayimages	VERB
fis-1679	162	2	true	true	ADJ
fis-1679	162	3	/grayimageautofilterstrategy	/grayimageautofilterstrategy	INTJ
fis-1679	162	4	/jpeg	/jpeg	PUNCT
fis-1679	162	5	/grayacsimagedict	/grayacsimagedict	PUNCT
fis-1679	163	1	<	<	X
fis-1679	163	2	<	<	X
fis-1679	163	3	/qfactor	/qfactor	NOUN
fis-1679	163	4	0.15	0.15	NUM
fis-1679	163	5	/hsamples	/hsample	NOUN
fis-1679	164	1	[	[	X
fis-1679	164	2	1	1	NUM
fis-1679	164	3	1	1	NUM
fis-1679	164	4	1	1	NUM
fis-1679	164	5	1	1	NUM
fis-1679	164	6	]	]	PUNCT
fis-1679	164	7	/vsamples	/vsample	NOUN
fis-1679	165	1	[	[	X
fis-1679	165	2	1	1	NUM
fis-1679	165	3	1	1	NUM
fis-1679	165	4	1	1	NUM
fis-1679	165	5	1	1	NUM
fis-1679	165	6	]	]	PUNCT
fis-1679	165	7	>	>	PUNCT
fis-1679	165	8	>	>	X
fis-1679	165	9	/grayimagedict	/grayimagedict	PUNCT
fis-1679	166	1	<	<	X
fis-1679	166	2	<	<	X
fis-1679	166	3	/qfactor	/qfactor	NOUN
fis-1679	166	4	0.15	0.15	NUM
fis-1679	166	5	/hsamples	/hsample	NOUN
fis-1679	167	1	[	[	X
fis-1679	167	2	1	1	NUM
fis-1679	167	3	1	1	NUM
fis-1679	167	4	1	1	NUM
fis-1679	167	5	1	1	NUM
fis-1679	167	6	]	]	PUNCT
fis-1679	167	7	/vsamples	/vsample	NOUN
fis-1679	168	1	[	[	X
fis-1679	168	2	1	1	NUM
fis-1679	168	3	1	1	NUM
fis-1679	168	4	1	1	NUM
fis-1679	168	5	1	1	NUM
fis-1679	168	6	]	]	PUNCT
fis-1679	168	7	>	>	X
fis-1679	168	8	>	>	X
fis-1679	168	9	/jpeg2000grayacsimagedict	/jpeg2000grayacsimagedict	PUNCT
fis-1679	169	1	<	<	X
fis-1679	169	2	<	<	X
fis-1679	169	3	/tilewidth	/tilewidth	PUNCT
fis-1679	169	4	256	256	NUM
fis-1679	169	5	/tileheight	/tileheight	NUM
fis-1679	169	6	256	256	NUM
fis-1679	169	7	/quality	/quality	NOUN
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fis-1679	184	3	>	>	X
fis-1679	184	4	/fra	/fra	PUNCT
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fis-1679	185	3	>	>	X
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fis-1679	185	7	>	>	X
fis-1679	185	8	/heb	/heb	X
fis-1679	185	9	<	<	X
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fis-1679	185	11	>	>	X
fis-1679	185	12	/hrv	/hrv	PROPN
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fis-1679	186	2	za	za	PROPN
fis-1679	186	3	stvaranje	stvaranje	PROPN
fis-1679	186	4	adobe	adobe	PROPN
fis-1679	186	5	pdf	pdf	PROPN
fis-1679	186	6	dokumenata	dokumenata	PROPN
fis-1679	186	7	najpogodnijih	najpogodnijih	PROPN
fis-1679	186	8	za	za	PROPN
fis-1679	186	9	visokokvalitetni	visokokvalitetni	VERB
fis-1679	186	10	ispis	ispis	ADJ
fis-1679	186	11	prije	prije	NOUN
fis-1679	186	12	tiskanja	tiskanja	PROPN
fis-1679	186	13	koristite	koristite	PROPN
fis-1679	186	14	ove	ove	NOUN
fis-1679	186	15	postavke	postavke	NOUN
fis-1679	186	16	.	.	PUNCT
fis-1679	187	1	stvoreni	stvoreni	ADJ
fis-1679	187	2	pdf	pdf	NOUN
fis-1679	187	3	dokumenti	dokumenti	PROPN
fis-1679	187	4	mogu	mogu	PROPN
fis-1679	187	5	se	se	X
fis-1679	187	6	otvoriti	otvoriti	PROPN
fis-1679	187	7	acrobat	acrobat	PROPN
fis-1679	188	1	i	i	PRON
fis-1679	188	2	adobe	adobe	PROPN
fis-1679	188	3	reader	reader	PROPN
fis-1679	188	4	5.0	5.0	NUM
fis-1679	188	5	i	i	PRON
fis-1679	188	6	kasnijim	kasnijim	VERB
fis-1679	188	7	verzijama	verzijama	NOUN
fis-1679	188	8	.	.	PUNCT
fis-1679	188	9	)	)	PUNCT
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fis-1679	190	3	>	>	X
fis-1679	190	4	/ita	/ita	PUNCT
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fis-1679	191	3	>	>	X
fis-1679	191	4	/jpn	/jpn	PROPN
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fis-1679	192	3	>	>	X
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fis-1679	193	3	>	>	X
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fis-1679	194	3	>	>	X
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fis-1679	202	4	/sve	/sve	PROPN
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fis-1679	202	7	>	>	X
fis-1679	202	8	/tur	/tur	X
fis-1679	202	9	<	<	X
fis-1679	202	10	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	PROPN
fis-1679	202	11	>	>	X
fis-1679	202	12	/ukr	/ukr	X
fis-1679	202	13	<	<	X
fis-1679	202	14	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	X
fis-1679	202	15	>	>	X
fis-1679	202	16	/enu	/enu	PUNCT
fis-1679	202	17	(	(	PUNCT
fis-1679	202	18	use	use	VERB
fis-1679	202	19	these	these	DET
fis-1679	202	20	settings	setting	NOUN
fis-1679	202	21	to	to	PART
fis-1679	202	22	create	create	VERB
fis-1679	202	23	adobe	adobe	PROPN
fis-1679	202	24	pdf	pdf	PROPN
fis-1679	202	25	documents	document	NOUN
fis-1679	202	26	best	well	ADV
fis-1679	202	27	suited	suit	VERB
fis-1679	202	28	for	for	ADP
fis-1679	202	29	high	high	ADJ
fis-1679	202	30	-	-	PUNCT
fis-1679	202	31	quality	quality	NOUN
fis-1679	202	32	prepress	prepress	NOUN
fis-1679	202	33	printing	printing	NOUN
fis-1679	202	34	.	.	PUNCT
fis-1679	203	1	created	create	VERB
fis-1679	203	2	pdf	pdf	NOUN
fis-1679	203	3	documents	document	NOUN
fis-1679	203	4	can	can	AUX
fis-1679	203	5	be	be	AUX
fis-1679	203	6	opened	open	VERB
fis-1679	203	7	with	with	ADP
fis-1679	203	8	acrobat	acrobat	PROPN
fis-1679	203	9	and	and	CCONJ
fis-1679	203	10	adobe	adobe	PROPN
fis-1679	203	11	reader	reader	PROPN
fis-1679	203	12	5.0	5.0	NUM
fis-1679	203	13	and	and	CCONJ
fis-1679	203	14	later	later	ADV
fis-1679	203	15	.	.	PUNCT
fis-1679	203	16	)	)	PUNCT
fis-1679	204	1	>	>	PUNCT
fis-1679	204	2	>	>	X
fis-1679	204	3	/namespace	/namespace	PUNCT
fis-1679	205	1	[	[	PUNCT
fis-1679	205	2	(	(	PUNCT
fis-1679	205	3	adobe	adobe	PROPN
fis-1679	205	4	)	)	PUNCT
fis-1679	205	5	(	(	PUNCT
fis-1679	205	6	common	common	ADJ
fis-1679	205	7	)	)	PUNCT
fis-1679	205	8	(	(	PUNCT
fis-1679	205	9	1.0	1.0	NUM
fis-1679	205	10	)	)	PUNCT
fis-1679	205	11	]	]	PUNCT
fis-1679	206	1	/othernamespaces	/othernamespace	VERB
fis-1679	206	2	[	[	PUNCT
fis-1679	206	3	<	<	X
fis-1679	206	4	<	<	X
fis-1679	206	5	/asreaderspreads	/asreaderspreads	X
fis-1679	206	6	false	false	ADJ
fis-1679	206	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-1679	206	8	true	true	ADJ
fis-1679	206	9	/errorcontrol	/errorcontrol	NOUN
fis-1679	207	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-1679	207	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-1679	207	3	false	false	ADJ
fis-1679	207	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-1679	207	5	false	false	ADJ
fis-1679	207	6	/includenonprinting	/includenonprinting	NOUN
fis-1679	207	7	false	false	ADJ
fis-1679	207	8	/includeslug	/includeslug	INTJ
fis-1679	207	9	false	false	ADJ
fis-1679	207	10	/namespace	/namespace	NOUN
fis-1679	208	1	[	[	PUNCT
fis-1679	208	2	(	(	PUNCT
fis-1679	208	3	adobe	adobe	PROPN
fis-1679	208	4	)	)	PUNCT
fis-1679	208	5	(	(	PUNCT
fis-1679	208	6	indesign	indesign	NOUN
fis-1679	208	7	)	)	PUNCT
fis-1679	208	8	(	(	PUNCT
fis-1679	208	9	4.0	4.0	NUM
fis-1679	208	10	)	)	PUNCT
fis-1679	208	11	]	]	PUNCT
fis-1679	208	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-1679	209	1	false	false	ADJ
fis-1679	209	2	/omitplacedeps	/omitplacedeps	INTJ
fis-1679	209	3	false	false	ADJ
fis-1679	209	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-1679	209	5	false	false	ADJ
fis-1679	209	6	/simulateoverprint	/simulateoverprint	NOUN
fis-1679	209	7	/legacy	/legacy	PUNCT
fis-1679	210	1	>	>	PUNCT
fis-1679	210	2	>	>	X
fis-1679	211	1	<	<	X
fis-1679	211	2	<	<	X
fis-1679	211	3	/addbleedmarks	/addbleedmarks	X
fis-1679	211	4	false	false	ADJ
fis-1679	211	5	/addcolorbars	/addcolorbars	INTJ
fis-1679	211	6	false	false	ADJ
fis-1679	211	7	/addcropmarks	/addcropmarks	PUNCT
fis-1679	211	8	false	false	ADJ
fis-1679	211	9	/addpageinfo	/addpageinfo	INTJ
fis-1679	211	10	false	false	ADJ
fis-1679	211	11	/addregmarks	/addregmark	NOUN
fis-1679	211	12	false	false	ADJ
fis-1679	211	13	/convertcolors	/convertcolor	NOUN
fis-1679	211	14	/converttocmyk	/converttocmyk	INTJ
fis-1679	211	15	/destinationprofilename	/destinationprofilename	PUNCT
fis-1679	211	16	(	(	PUNCT
fis-1679	211	17	)	)	PUNCT
fis-1679	211	18	/destinationprofileselector	/destinationprofileselector	NOUN
fis-1679	211	19	/documentcmyk	/documentcmyk	PUNCT
fis-1679	211	20	/downsample16bitimages	/downsample16bitimage	NOUN
fis-1679	211	21	true	true	ADJ
fis-1679	211	22	/flattenerpreset	/flattenerpreset	PUNCT
fis-1679	212	1	<	<	X
fis-1679	212	2	<	<	X
fis-1679	212	3	/presetselector	/presetselector	X
fis-1679	212	4	/mediumresolution	/mediumresolution	NOUN
fis-1679	212	5	>	>	PUNCT
fis-1679	212	6	>	>	X
fis-1679	212	7	/formelements	/formelement	NOUN
fis-1679	213	1	false	false	ADJ
fis-1679	213	2	/generatestructure	/generatestructure	PUNCT
fis-1679	213	3	false	false	ADJ
fis-1679	213	4	/includebookmarks	/includebookmark	NOUN
fis-1679	213	5	false	false	ADJ
fis-1679	213	6	/includehyperlinks	/includehyperlinks	INTJ
fis-1679	213	7	false	false	ADJ
fis-1679	213	8	/includeinteractive	/includeinteractive	ADJ
fis-1679	213	9	false	false	ADJ
fis-1679	213	10	/includelayers	/includelayer	NOUN
fis-1679	213	11	false	false	ADJ
fis-1679	213	12	/includeprofiles	/includeprofiles	INTJ
fis-1679	213	13	false	false	ADJ
fis-1679	213	14	/multimediahandling	/multimediahandling	NOUN
fis-1679	214	1	/useobjectsettings	/useobjectsettings	PRON
fis-1679	215	1	/namespace	/namespace	PUNCT
fis-1679	216	1	[	[	PUNCT
fis-1679	216	2	(	(	PUNCT
fis-1679	216	3	adobe	adobe	PROPN
fis-1679	216	4	)	)	PUNCT
fis-1679	216	5	(	(	PUNCT
fis-1679	216	6	creativesuite	creativesuite	NOUN
fis-1679	216	7	)	)	PUNCT
fis-1679	216	8	(	(	PUNCT
fis-1679	216	9	2.0	2.0	NUM
fis-1679	216	10	)	)	PUNCT
fis-1679	216	11	]	]	PUNCT
fis-1679	217	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-1679	217	2	/documentcmyk	/documentcmyk	PUNCT
fis-1679	218	1	/preserveediting	/preserveedite	VERB
fis-1679	218	2	true	true	ADJ
fis-1679	218	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-1679	218	4	/leaveuntagged	/leaveuntagge	VERB
fis-1679	218	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-1679	218	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-1679	218	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-1679	219	1	false	false	ADJ
fis-1679	219	2	>	>	PUNCT
fis-1679	219	3	>	>	X
fis-1679	219	4	]	]	PUNCT
fis-1679	219	5	>	>	PUNCT
fis-1679	219	6	>	>	X
fis-1679	219	7	setdistillerparams	setdistillerparam	NOUN
fis-1679	220	1	<	<	X
fis-1679	220	2	<	<	X
fis-1679	220	3	/hwresolution	/hwresolution	NOUN
fis-1679	221	1	[	[	X
fis-1679	221	2	2400	2400	NUM
fis-1679	221	3	2400	2400	NUM
fis-1679	221	4	]	]	PUNCT
fis-1679	221	5	/pagesize	/pagesize	X
fis-1679	222	1	[	[	X
fis-1679	222	2	612.000	612.000	NUM
fis-1679	222	3	792.000	792.000	NUM
fis-1679	222	4	]	]	PUNCT
fis-1679	222	5	>	>	PUNCT
fis-1679	222	6	>	>	X
fis-1679	222	7	setpagedevice	setpagedevice	PROPN