id	sid	tid	token	lemma	pos
fis-3616	1	1	microsoft	microsoft	PROPN
fis-3616	1	2	word	word	PROPN
fis-3616	1	3	numero_62_art_07_3616.docx	numero_62_art_07_3616.docx	PROPN
fis-3616	1	4	y.	y.	PROPN
fis-3616	1	5	boulmaali	boulmaali	VERB
fis-3616	1	6	-	-	PUNCT
fis-3616	1	7	hacene	hacene	PROPN
fis-3616	1	8	chaouche	chaouche	NOUN
fis-3616	1	9	et	et	PROPN
fis-3616	1	10	alii	alii	PROPN
fis-3616	1	11	,	,	PUNCT
fis-3616	1	12	frattura	frattura	PROPN
fis-3616	1	13	ed	ed	PROPN
fis-3616	1	14	integrità	integrità	PROPN
fis-3616	1	15	strutturale	strutturale	PROPN
fis-3616	1	16	,	,	PUNCT
fis-3616	1	17	61	61	NUM
fis-3616	1	18	(	(	PUNCT
fis-3616	1	19	2022	2022	NUM
fis-3616	1	20	)	)	PUNCT
fis-3616	1	21	61	61	NUM
fis-3616	1	22	-	-	SYM
fis-3616	1	23	106	106	NUM
fis-3616	1	24	;	;	PUNCT
fis-3616	1	25	doi	doi	NOUN
fis-3616	1	26	:	:	PUNCT
fis-3616	1	27	10.3221	10.3221	NUM
fis-3616	1	28	/	/	SYM
fis-3616	1	29	igf	igf	PROPN
fis-3616	1	30	-	-	ADJ
fis-3616	1	31	esis.62.07	esis.62.07	ADJ
fis-3616	1	32	91	91	NUM
fis-3616	1	33	numerical	numerical	ADJ
fis-3616	1	34	study	study	NOUN
fis-3616	1	35	of	of	ADP
fis-3616	1	36	the	the	DET
fis-3616	1	37	plasticity	plasticity	NOUN
fis-3616	1	38	effect	effect	NOUN
fis-3616	1	39	on	on	ADP
fis-3616	1	40	the	the	DET
fis-3616	1	41	behavior	behavior	NOUN
fis-3616	1	42	of	of	ADP
fis-3616	1	43	short	short	ADJ
fis-3616	1	44	steel	steel	NOUN
fis-3616	1	45	columns	column	NOUN
fis-3616	1	46	filled	fill	VERB
fis-3616	1	47	with	with	ADP
fis-3616	1	48	concrete	concrete	NOUN
fis-3616	1	49	loaded	load	VERB
fis-3616	1	50	axially	axially	ADV
fis-3616	1	51	yousria	yousria	PROPN
fis-3616	1	52	boulmaali	boulmaali	VERB
fis-3616	1	53	-	-	PUNCT
fis-3616	1	54	hacene	hacene	PROPN
fis-3616	1	55	chaouche	chaouche	NOUN
fis-3616	1	56	,	,	PUNCT
fis-3616	1	57	nadia	nadia	PROPN
fis-3616	1	58	kouider	kouider	PROPN
fis-3616	1	59	,	,	PUNCT
fis-3616	1	60	kamel	kamel	PROPN
fis-3616	1	61	djeghaba	djeghaba	PROPN
fis-3616	1	62	,	,	PUNCT
fis-3616	1	63	bachir	bachir	VERB
fis-3616	1	64	kebaili	kebaili	ADJ
fis-3616	1	65	civil	civil	ADJ
fis-3616	1	66	engineering	engineering	NOUN
fis-3616	1	67	laboratory	laboratory	NOUN
fis-3616	1	68	(	(	PUNCT
fis-3616	1	69	lgc	lgc	ADJ
fis-3616	1	70	)	)	PUNCT
fis-3616	1	71	,	,	PUNCT
fis-3616	1	72	badji	badji	PROPN
fis-3616	1	73	mokhtarannaba	mokhtarannaba	PROPN
fis-3616	1	74	university	university	PROPN
fis-3616	1	75	,	,	PUNCT
fis-3616	1	76	p.	p.	PROPN
fis-3616	1	77	o.	o.	PROPN
fis-3616	1	78	box	box	PROPN
fis-3616	1	79	12	12	NUM
fis-3616	1	80	,	,	PUNCT
fis-3616	1	81	23000	23000	NUM
fis-3616	1	82	annaba	annaba	PROPN
fis-3616	1	83	,	,	PUNCT
fis-3616	1	84	algeria	algeria	PROPN
fis-3616	1	85	hc-yousria@hotmail.com	hc-yousria@hotmail.com	PROPN
fis-3616	1	86	;	;	PUNCT
fis-3616	1	87	yousria.hchaouche@univ-annaba.dz	yousria.hchaouche@univ-annaba.dz	PROPN
fis-3616	1	88	nadia.kouider23@gmail.com	nadia.kouider23@gmail.com	X
fis-3616	1	89	;	;	PUNCT
fis-3616	1	90	nadia.kouider@univ-annaba.dz	nadia.kouider@univ-annaba.dz	X
fis-3616	1	91	kdjeghaba@gmail.com	kdjeghaba@gmail.com	X
fis-3616	2	1	ba_kebaili@hotmail.com	ba_kebaili@hotmail.com	PROPN
fis-3616	2	2	abstract	abstract	NOUN
fis-3616	2	3	.	.	PUNCT
fis-3616	3	1	for	for	ADP
fis-3616	3	2	more	more	ADJ
fis-3616	3	3	than	than	ADP
fis-3616	3	4	two	two	NUM
fis-3616	3	5	decades	decade	NOUN
fis-3616	3	6	,	,	PUNCT
fis-3616	3	7	the	the	DET
fis-3616	3	8	construction	construction	NOUN
fis-3616	3	9	technique	technique	NOUN
fis-3616	3	10	using	use	VERB
fis-3616	3	11	concrete	concrete	ADJ
fis-3616	3	12	filled	fill	VERB
fis-3616	3	13	steel	steel	NOUN
fis-3616	3	14	tube	tube	NOUN
fis-3616	3	15	(	(	PUNCT
fis-3616	3	16	cfst	cfst	NOUN
fis-3616	3	17	)	)	PUNCT
fis-3616	3	18	has	have	AUX
fis-3616	3	19	been	be	AUX
fis-3616	3	20	widespread	widespread	ADJ
fis-3616	3	21	throughout	throughout	ADP
fis-3616	3	22	the	the	DET
fis-3616	3	23	world	world	NOUN
fis-3616	3	24	.	.	PUNCT
fis-3616	4	1	indeed	indeed	ADV
fis-3616	4	2	,	,	PUNCT
fis-3616	4	3	it	it	PRON
fis-3616	4	4	has	have	AUX
fis-3616	4	5	been	be	AUX
fis-3616	4	6	demonstrated	demonstrate	VERB
fis-3616	4	7	that	that	SCONJ
fis-3616	4	8	the	the	DET
fis-3616	4	9	use	use	NOUN
fis-3616	4	10	of	of	ADP
fis-3616	4	11	normal	normal	ADJ
fis-3616	4	12	or	or	CCONJ
fis-3616	4	13	high	high	ADJ
fis-3616	4	14	strength	strength	NOUN
fis-3616	4	15	concrete	concrete	NOUN
fis-3616	4	16	,	,	PUNCT
fis-3616	4	17	confined	confine	VERB
fis-3616	4	18	in	in	ADP
fis-3616	4	19	a	a	DET
fis-3616	4	20	steel	steel	NOUN
fis-3616	4	21	tube	tube	NOUN
fis-3616	4	22	of	of	ADP
fis-3616	4	23	circular	circular	ADJ
fis-3616	4	24	shape	shape	NOUN
fis-3616	4	25	can	can	AUX
fis-3616	4	26	considerably	considerably	ADV
fis-3616	4	27	improve	improve	VERB
fis-3616	4	28	its	its	PRON
fis-3616	4	29	ductility	ductility	NOUN
fis-3616	4	30	as	as	ADV
fis-3616	4	31	well	well	ADV
fis-3616	4	32	as	as	ADP
fis-3616	4	33	its	its	PRON
fis-3616	4	34	load	load	NOUN
fis-3616	4	35	capacity	capacity	NOUN
fis-3616	4	36	,	,	PUNCT
fis-3616	4	37	owing	owe	VERB
fis-3616	4	38	to	to	ADP
fis-3616	4	39	the	the	DET
fis-3616	4	40	combination	combination	NOUN
fis-3616	4	41	of	of	ADP
fis-3616	4	42	the	the	DET
fis-3616	4	43	qualities	quality	NOUN
fis-3616	4	44	of	of	ADP
fis-3616	4	45	the	the	DET
fis-3616	4	46	two	two	NUM
fis-3616	4	47	constituent	constituent	NOUN
fis-3616	4	48	materials	material	NOUN
fis-3616	4	49	;	;	PUNCT
fis-3616	4	50	these	these	DET
fis-3616	4	51	tubes	tube	NOUN
fis-3616	4	52	have	have	VERB
fis-3616	4	53	an	an	DET
fis-3616	4	54	effortless	effortless	ADJ
fis-3616	4	55	execution	execution	NOUN
fis-3616	4	56	,	,	PUNCT
fis-3616	4	57	indeed	indeed	ADV
fis-3616	4	58	,	,	PUNCT
fis-3616	4	59	the	the	DET
fis-3616	4	60	concrete	concrete	NOUN
fis-3616	4	61	used	use	VERB
fis-3616	4	62	in	in	ADP
fis-3616	4	63	the	the	DET
fis-3616	4	64	cfst	cfst	NOUN
fis-3616	4	65	does	do	AUX
fis-3616	4	66	not	not	PART
fis-3616	4	67	require	require	VERB
fis-3616	4	68	formwork	formwork	NOUN
fis-3616	4	69	nor	nor	CCONJ
fis-3616	4	70	reinforcement	reinforcement	NOUN
fis-3616	4	71	,	,	PUNCT
fis-3616	4	72	a	a	DET
fis-3616	4	73	durability	durability	NOUN
fis-3616	4	74	of	of	ADP
fis-3616	4	75	the	the	DET
fis-3616	4	76	two	two	NUM
fis-3616	4	77	materials	material	NOUN
fis-3616	4	78	as	as	ADV
fis-3616	4	79	well	well	ADV
fis-3616	4	80	as	as	ADP
fis-3616	4	81	a	a	DET
fis-3616	4	82	good	good	ADJ
fis-3616	4	83	behavior	behavior	NOUN
fis-3616	4	84	to	to	PART
fis-3616	4	85	fire	fire	NOUN
fis-3616	4	86	,	,	PUNCT
fis-3616	4	87	which	which	PRON
fis-3616	4	88	was	be	AUX
fis-3616	4	89	the	the	DET
fis-3616	4	90	effect	effect	NOUN
fis-3616	4	91	desired	desire	VERB
fis-3616	4	92	at	at	ADP
fis-3616	4	93	the	the	DET
fis-3616	4	94	origin	origin	NOUN
fis-3616	4	95	of	of	ADP
fis-3616	4	96	their	their	PRON
fis-3616	4	97	elaboration	elaboration	NOUN
fis-3616	4	98	.	.	PUNCT
fis-3616	5	1	in	in	ADP
fis-3616	5	2	this	this	DET
fis-3616	5	3	paper	paper	NOUN
fis-3616	5	4	,	,	PUNCT
fis-3616	5	5	we	we	PRON
fis-3616	5	6	study	study	VERB
fis-3616	5	7	the	the	DET
fis-3616	5	8	axial	axial	ADJ
fis-3616	5	9	compression	compression	NOUN
fis-3616	5	10	behavior	behavior	NOUN
fis-3616	5	11	of	of	ADP
fis-3616	5	12	short	short	ADJ
fis-3616	5	13	circular	circular	ADJ
fis-3616	5	14	steel	steel	NOUN
fis-3616	5	15	tubes	tube	NOUN
fis-3616	5	16	filled	fill	VERB
fis-3616	5	17	with	with	ADP
fis-3616	5	18	concrete	concrete	NOUN
fis-3616	5	19	;	;	PUNCT
fis-3616	5	20	their	their	PRON
fis-3616	5	21	modelling	modelling	NOUN
fis-3616	5	22	will	will	AUX
fis-3616	5	23	be	be	AUX
fis-3616	5	24	performed	perform	VERB
fis-3616	5	25	using	use	VERB
fis-3616	5	26	the	the	DET
fis-3616	5	27	abaqus	abaqus	PROPN
fis-3616	5	28	/	/	SYM
fis-3616	5	29	standard	standard	ADJ
fis-3616	5	30	calculation	calculation	NOUN
fis-3616	5	31	program	program	NOUN
fis-3616	5	32	.	.	PUNCT
fis-3616	6	1	in	in	ADP
fis-3616	6	2	order	order	NOUN
fis-3616	6	3	to	to	PART
fis-3616	6	4	accurately	accurately	ADV
fis-3616	6	5	determine	determine	VERB
fis-3616	6	6	their	their	PRON
fis-3616	6	7	behavior	behavior	NOUN
fis-3616	6	8	,	,	PUNCT
fis-3616	6	9	we	we	PRON
fis-3616	6	10	have	have	AUX
fis-3616	6	11	created	create	VERB
fis-3616	6	12	different	different	ADJ
fis-3616	6	13	models	model	NOUN
fis-3616	6	14	.	.	PUNCT
fis-3616	7	1	indeed	indeed	ADV
fis-3616	7	2	,	,	PUNCT
fis-3616	7	3	these	these	DET
fis-3616	7	4	tubes	tube	NOUN
fis-3616	7	5	will	will	AUX
fis-3616	7	6	be	be	AUX
fis-3616	7	7	modeled	model	VERB
fis-3616	7	8	in	in	ADP
fis-3616	7	9	order	order	NOUN
fis-3616	7	10	to	to	PART
fis-3616	7	11	simulate	simulate	VERB
fis-3616	7	12	different	different	ADJ
fis-3616	7	13	plastic	plastic	NOUN
fis-3616	7	14	state	state	NOUN
fis-3616	7	15	behaviours	behaviour	NOUN
fis-3616	7	16	,	,	PUNCT
fis-3616	7	17	namely	namely	ADV
fis-3616	7	18	a	a	DET
fis-3616	7	19	perfect	perfect	ADJ
fis-3616	7	20	elasto	elasto	NOUN
fis-3616	7	21	-	-	PUNCT
fis-3616	7	22	plastic	plastic	NOUN
fis-3616	7	23	state	state	NOUN
fis-3616	7	24	,	,	PUNCT
fis-3616	7	25	an	an	DET
fis-3616	7	26	elasto	elasto	NOUN
fis-3616	7	27	-	-	PUNCT
fis-3616	7	28	plastic	plastic	NOUN
fis-3616	7	29	state	state	NOUN
fis-3616	7	30	with	with	ADP
fis-3616	7	31	multilinear	multilinear	NOUN
fis-3616	7	32	strain	strain	NOUN
fis-3616	7	33	hardening	harden	VERB
fis-3616	7	34	and	and	CCONJ
fis-3616	7	35	a	a	DET
fis-3616	7	36	third	third	ADJ
fis-3616	7	37	elasto	elasto	NOUN
fis-3616	7	38	-	-	PUNCT
fis-3616	7	39	plastic	plastic	NOUN
fis-3616	7	40	behavior	behavior	NOUN
fis-3616	7	41	with	with	ADP
fis-3616	7	42	strain	strain	NOUN
fis-3616	7	43	hardening	harden	VERB
fis-3616	7	44	proposed	propose	VERB
fis-3616	7	45	by	by	ADP
fis-3616	7	46	tao	tao	PROPN
fis-3616	7	47	et	et	PROPN
fis-3616	7	48	al	al	PROPN
fis-3616	7	49	.	.	PUNCT
fis-3616	8	1	the	the	DET
fis-3616	8	2	tested	test	VERB
fis-3616	8	3	columns	column	NOUN
fis-3616	8	4	consist	consist	VERB
fis-3616	8	5	of	of	ADP
fis-3616	8	6	circular	circular	ADJ
fis-3616	8	7	hollow	hollow	ADJ
fis-3616	8	8	sections	section	NOUN
fis-3616	8	9	which	which	PRON
fis-3616	8	10	are	be	AUX
fis-3616	8	11	designated	designate	VERB
fis-3616	8	12	in	in	ADP
fis-3616	8	13	the	the	DET
fis-3616	8	14	literature	literature	NOUN
fis-3616	8	15	as	as	ADP
fis-3616	8	16	concrete	concrete	ADJ
fis-3616	8	17	filled	fill	VERB
fis-3616	8	18	steel	steel	NOUN
fis-3616	8	19	tube	tube	NOUN
fis-3616	8	20	(	(	PUNCT
fis-3616	8	21	cfst	cfst	NOUN
fis-3616	8	22	)	)	PUNCT
fis-3616	8	23	,	,	PUNCT
fis-3616	8	24	for	for	ADP
fis-3616	8	25	which	which	PRON
fis-3616	8	26	we	we	PRON
fis-3616	8	27	vary	vary	VERB
fis-3616	8	28	the	the	DET
fis-3616	8	29	diameters	diameter	NOUN
fis-3616	8	30	,	,	PUNCT
fis-3616	8	31	heights	height	NOUN
fis-3616	8	32	as	as	ADV
fis-3616	8	33	well	well	ADV
fis-3616	8	34	as	as	ADP
fis-3616	8	35	the	the	DET
fis-3616	8	36	wall	wall	NOUN
fis-3616	8	37	thicknesses	thickness	NOUN
fis-3616	8	38	,	,	PUNCT
fis-3616	8	39	and	and	CCONJ
fis-3616	8	40	which	which	PRON
fis-3616	8	41	we	we	PRON
fis-3616	8	42	fill	fill	VERB
fis-3616	8	43	with	with	ADP
fis-3616	8	44	concrete	concrete	NOUN
fis-3616	8	45	of	of	ADP
fis-3616	8	46	different	different	ADJ
fis-3616	8	47	qualities	quality	NOUN
fis-3616	8	48	.	.	PUNCT
fis-3616	9	1	the	the	DET
fis-3616	9	2	compressive	compressive	ADJ
fis-3616	9	3	behavior	behavior	NOUN
fis-3616	9	4	,	,	PUNCT
fis-3616	9	5	including	include	VERB
fis-3616	9	6	ultimate	ultimate	ADJ
fis-3616	9	7	loads	load	NOUN
fis-3616	9	8	,	,	PUNCT
fis-3616	9	9	confinement	confinement	NOUN
fis-3616	9	10	,	,	PUNCT
fis-3616	9	11	load	load	NOUN
fis-3616	9	12	-	-	PUNCT
fis-3616	9	13	deflection	deflection	NOUN
fis-3616	9	14	relationship	relationship	NOUN
fis-3616	9	15	and	and	CCONJ
fis-3616	9	16	failure	failure	NOUN
fis-3616	9	17	modes	mode	NOUN
fis-3616	9	18	,	,	PUNCT
fis-3616	9	19	was	be	AUX
fis-3616	9	20	obtained	obtain	VERB
fis-3616	9	21	from	from	ADP
fis-3616	9	22	numerical	numerical	ADJ
fis-3616	9	23	models	model	NOUN
fis-3616	9	24	and	and	CCONJ
fis-3616	9	25	compared	compare	VERB
fis-3616	9	26	with	with	ADP
fis-3616	9	27	experimental	experimental	ADJ
fis-3616	9	28	and	and	CCONJ
fis-3616	9	29	theoretical	theoretical	ADJ
fis-3616	9	30	results	result	NOUN
fis-3616	9	31	based	base	VERB
fis-3616	9	32	on	on	ADP
fis-3616	9	33	eurocode	eurocode	NOUN
fis-3616	9	34	4	4	NUM
fis-3616	9	35	.	.	PUNCT
fis-3616	10	1	all	all	DET
fis-3616	10	2	these	these	DET
fis-3616	10	3	results	result	NOUN
fis-3616	10	4	showed	show	VERB
fis-3616	10	5	a	a	DET
fis-3616	10	6	good	good	ADJ
fis-3616	10	7	agreement	agreement	NOUN
fis-3616	10	8	and	and	CCONJ
fis-3616	10	9	a	a	DET
fis-3616	10	10	satisfactory	satisfactory	ADJ
fis-3616	10	11	correlation	correlation	NOUN
fis-3616	10	12	,	,	PUNCT
fis-3616	10	13	allowing	allow	VERB
fis-3616	10	14	us	we	PRON
fis-3616	10	15	to	to	PART
fis-3616	10	16	assume	assume	VERB
fis-3616	10	17	that	that	SCONJ
fis-3616	10	18	a	a	DET
fis-3616	10	19	correct	correct	ADJ
fis-3616	10	20	modelling	modelling	NOUN
fis-3616	10	21	can	can	AUX
fis-3616	10	22	be	be	AUX
fis-3616	10	23	sufficient	sufficient	ADJ
fis-3616	10	24	to	to	PART
fis-3616	10	25	simulate	simulate	VERB
fis-3616	10	26	the	the	DET
fis-3616	10	27	behavior	behavior	NOUN
fis-3616	10	28	of	of	ADP
fis-3616	10	29	cfst	cfst	NOUN
fis-3616	10	30	.	.	PUNCT
fis-3616	11	1	keywords	keyword	NOUN
fis-3616	11	2	.	.	PUNCT
fis-3616	12	1	concrete	concrete	ADJ
fis-3616	12	2	filled	fill	VERB
fis-3616	12	3	steel	steel	NOUN
fis-3616	12	4	tubes	tube	NOUN
fis-3616	12	5	;	;	PUNCT
fis-3616	12	6	axial	axial	ADJ
fis-3616	12	7	compression	compression	NOUN
fis-3616	12	8	;	;	PUNCT
fis-3616	12	9	finite	finite	PROPN
fis-3616	12	10	element	element	NOUN
fis-3616	12	11	analysis	analysis	NOUN
fis-3616	12	12	;	;	PUNCT
fis-3616	12	13	confined	confine	VERB
fis-3616	12	14	concrete	concrete	NOUN
fis-3616	12	15	.	.	PUNCT
fis-3616	13	1	citation	citation	NOUN
fis-3616	13	2	:	:	PUNCT
fis-3616	13	3	boulmaali	boulmaali	VERB
fis-3616	13	4	-	-	PUNCT
fis-3616	13	5	hacene	hacene	PROPN
fis-3616	13	6	chaouche	chaouche	NOUN
fis-3616	13	7	,	,	PUNCT
fis-3616	13	8	y.	y.	PROPN
fis-3616	13	9	,	,	PUNCT
fis-3616	13	10	kouider	kouider	NOUN
fis-3616	13	11	,	,	PUNCT
fis-3616	13	12	n.	n.	NOUN
fis-3616	13	13	,	,	PUNCT
fis-3616	13	14	djeghaba	djeghaba	PROPN
fis-3616	13	15	,	,	PUNCT
fis-3616	13	16	k.	k.	PROPN
fis-3616	13	17	,	,	PUNCT
fis-3616	13	18	kebaili	kebaili	PROPN
fis-3616	13	19	,	,	PUNCT
fis-3616	13	20	b.	b.	PROPN
fis-3616	13	21	,	,	PUNCT
fis-3616	13	22	numerical	numerical	PROPN
fis-3616	13	23	study	study	NOUN
fis-3616	13	24	of	of	ADP
fis-3616	13	25	the	the	DET
fis-3616	13	26	plasticity	plasticity	NOUN
fis-3616	13	27	effect	effect	NOUN
fis-3616	13	28	on	on	ADP
fis-3616	13	29	the	the	DET
fis-3616	13	30	behavior	behavior	NOUN
fis-3616	13	31	of	of	ADP
fis-3616	13	32	short	short	ADJ
fis-3616	13	33	steel	steel	NOUN
fis-3616	13	34	columns	column	NOUN
fis-3616	13	35	filled	fill	VERB
fis-3616	13	36	with	with	ADP
fis-3616	13	37	concrete	concrete	NOUN
fis-3616	13	38	loaded	load	VERB
fis-3616	13	39	axially	axially	ADV
fis-3616	13	40	,	,	PUNCT
fis-3616	13	41	frattura	frattura	PROPN
fis-3616	13	42	ed	ed	PROPN
fis-3616	13	43	integrità	integrità	PROPN
fis-3616	13	44	strutturale	strutturale	PROPN
fis-3616	13	45	,	,	PUNCT
fis-3616	13	46	62	62	NUM
fis-3616	13	47	(	(	PUNCT
fis-3616	13	48	2022	2022	NUM
fis-3616	13	49	)	)	PUNCT
fis-3616	13	50	91	91	NUM
fis-3616	13	51	-	-	SYM
fis-3616	13	52	106	106	NUM
fis-3616	13	53	received	receive	VERB
fis-3616	13	54	:	:	PUNCT
fis-3616	13	55	05.06.2022	05.06.2022	NUM
fis-3616	13	56	accepted	accept	VERB
fis-3616	13	57	:	:	PUNCT
fis-3616	13	58	29.07.2022	29.07.2022	NOUN
fis-3616	13	59	online	online	ADV
fis-3616	13	60	first	first	ADV
fis-3616	13	61	:	:	PUNCT
fis-3616	13	62	08.08.2022	08.08.2022	NOUN
fis-3616	13	63	published	publish	VERB
fis-3616	13	64	:	:	PUNCT
fis-3616	13	65	01.10.2022	01.10.2022	NOUN
fis-3616	13	66	copyright	copyright	NOUN
fis-3616	13	67	:	:	PUNCT
fis-3616	13	68	©	©	PROPN
fis-3616	13	69	2022	2022	NUM
fis-3616	13	70	this	this	PRON
fis-3616	13	71	is	be	AUX
fis-3616	13	72	an	an	DET
fis-3616	13	73	open	open	ADJ
fis-3616	13	74	access	access	NOUN
fis-3616	13	75	article	article	NOUN
fis-3616	13	76	under	under	ADP
fis-3616	13	77	the	the	DET
fis-3616	13	78	terms	term	NOUN
fis-3616	13	79	of	of	ADP
fis-3616	13	80	the	the	DET
fis-3616	13	81	cc	cc	NOUN
fis-3616	13	82	-	-	PUNCT
fis-3616	13	83	by	by	ADP
fis-3616	13	84	4.0	4.0	NUM
fis-3616	13	85	,	,	PUNCT
fis-3616	13	86	which	which	PRON
fis-3616	13	87	permits	permit	VERB
fis-3616	13	88	unrestricted	unrestricted	ADJ
fis-3616	13	89	use	use	NOUN
fis-3616	13	90	,	,	PUNCT
fis-3616	13	91	distribution	distribution	NOUN
fis-3616	13	92	,	,	PUNCT
fis-3616	13	93	and	and	CCONJ
fis-3616	13	94	reproduction	reproduction	NOUN
fis-3616	13	95	in	in	ADP
fis-3616	13	96	any	any	DET
fis-3616	13	97	medium	medium	NOUN
fis-3616	13	98	,	,	PUNCT
fis-3616	13	99	provided	provide	VERB
fis-3616	13	100	the	the	DET
fis-3616	13	101	original	original	ADJ
fis-3616	13	102	author	author	NOUN
fis-3616	13	103	and	and	CCONJ
fis-3616	13	104	source	source	NOUN
fis-3616	13	105	are	be	AUX
fis-3616	13	106	credited	credit	VERB
fis-3616	13	107	.	.	PUNCT
fis-3616	14	1	https://youtu.be/ajoxsihtyrw	https://youtu.be/ajoxsihtyrw	PROPN
fis-3616	14	2	y.	y.	PROPN
fis-3616	14	3	boulmaali	boulmaali	VERB
fis-3616	14	4	-	-	PUNCT
fis-3616	14	5	hacene	hacene	PROPN
fis-3616	14	6	chaouche	chaouche	NOUN
fis-3616	14	7	et	et	PROPN
fis-3616	14	8	alii	alii	PROPN
fis-3616	14	9	,	,	PUNCT
fis-3616	14	10	frattura	frattura	PROPN
fis-3616	14	11	ed	ed	PROPN
fis-3616	14	12	integrità	integrità	PROPN
fis-3616	14	13	strutturale	strutturale	PROPN
fis-3616	14	14	,	,	PUNCT
fis-3616	14	15	61	61	NUM
fis-3616	14	16	(	(	PUNCT
fis-3616	14	17	2022	2022	NUM
fis-3616	14	18	)	)	PUNCT
fis-3616	14	19	61	61	NUM
fis-3616	14	20	-	-	SYM
fis-3616	14	21	106	106	NUM
fis-3616	14	22	;	;	PUNCT
fis-3616	14	23	doi	doi	NOUN
fis-3616	14	24	:	:	PUNCT
fis-3616	14	25	10.3221	10.3221	NUM
fis-3616	14	26	/	/	SYM
fis-3616	14	27	igf	igf	PROPN
fis-3616	14	28	-	-	ADJ
fis-3616	14	29	esis.62.07	esis.62.07	ADJ
fis-3616	14	30	92	92	NUM
fis-3616	14	31	introduction	introduction	NOUN
fis-3616	14	32	he	he	PRON
fis-3616	14	33	advantages	advantage	NOUN
fis-3616	14	34	of	of	ADP
fis-3616	14	35	steel	steel	NOUN
fis-3616	14	36	elements	element	NOUN
fis-3616	14	37	are	be	AUX
fis-3616	14	38	mainly	mainly	ADV
fis-3616	14	39	the	the	DET
fis-3616	14	40	high	high	ADJ
fis-3616	14	41	tensile	tensile	NOUN
fis-3616	14	42	strength	strength	NOUN
fis-3616	14	43	and	and	CCONJ
fis-3616	14	44	ductility	ductility	NOUN
fis-3616	14	45	,	,	PUNCT
fis-3616	14	46	while	while	SCONJ
fis-3616	14	47	those	those	PRON
fis-3616	14	48	of	of	ADP
fis-3616	14	49	concrete	concrete	ADJ
fis-3616	14	50	elements	element	NOUN
fis-3616	14	51	are	be	AUX
fis-3616	14	52	the	the	DET
fis-3616	14	53	compressive	compressive	ADJ
fis-3616	14	54	strength	strength	NOUN
fis-3616	14	55	and	and	CCONJ
fis-3616	14	56	stiffness	stiffness	NOUN
fis-3616	14	57	which	which	PRON
fis-3616	14	58	are	be	AUX
fis-3616	14	59	important	important	ADJ
fis-3616	14	60	;	;	PUNCT
fis-3616	14	61	that	that	PRON
fis-3616	14	62	is	be	AUX
fis-3616	14	63	why	why	SCONJ
fis-3616	14	64	the	the	DET
fis-3616	14	65	combination	combination	NOUN
fis-3616	14	66	of	of	ADP
fis-3616	14	67	these	these	DET
fis-3616	14	68	two	two	NUM
fis-3616	14	69	materials	material	NOUN
fis-3616	14	70	(	(	PUNCT
fis-3616	14	71	steel	steel	NOUN
fis-3616	14	72	and	and	CCONJ
fis-3616	14	73	concrete	concrete	NOUN
fis-3616	14	74	)	)	PUNCT
fis-3616	14	75	,	,	PUNCT
fis-3616	14	76	in	in	ADP
fis-3616	14	77	the	the	DET
fis-3616	14	78	form	form	NOUN
fis-3616	14	79	of	of	ADP
fis-3616	14	80	a	a	DET
fis-3616	14	81	composite	composite	ADJ
fis-3616	14	82	structure	structure	NOUN
fis-3616	14	83	provides	provide	VERB
fis-3616	14	84	the	the	DET
fis-3616	14	85	latter	latter	ADJ
fis-3616	14	86	with	with	ADP
fis-3616	14	87	an	an	DET
fis-3616	14	88	optimal	optimal	ADJ
fis-3616	14	89	combination	combination	NOUN
fis-3616	14	90	of	of	ADP
fis-3616	14	91	their	their	PRON
fis-3616	14	92	respective	respective	ADJ
fis-3616	14	93	qualities	quality	NOUN
fis-3616	14	94	.	.	PUNCT
fis-3616	15	1	the	the	DET
fis-3616	15	2	use	use	NOUN
fis-3616	15	3	of	of	ADP
fis-3616	15	4	steel	steel	NOUN
fis-3616	15	5	tubes	tube	NOUN
fis-3616	15	6	filled	fill	VERB
fis-3616	15	7	with	with	ADP
fis-3616	15	8	concrete	concrete	ADJ
fis-3616	15	9	began	begin	VERB
fis-3616	15	10	in	in	ADP
fis-3616	15	11	the	the	DET
fis-3616	15	12	last	last	ADJ
fis-3616	15	13	century	century	NOUN
fis-3616	15	14	,	,	PUNCT
fis-3616	15	15	this	this	DET
fis-3616	15	16	type	type	NOUN
fis-3616	15	17	of	of	ADP
fis-3616	15	18	composite	composite	ADJ
fis-3616	15	19	structures	structure	NOUN
fis-3616	15	20	was	be	AUX
fis-3616	15	21	used	use	VERB
fis-3616	15	22	primarily	primarily	ADV
fis-3616	15	23	to	to	PART
fis-3616	15	24	protect	protect	VERB
fis-3616	15	25	the	the	DET
fis-3616	15	26	metal	metal	NOUN
fis-3616	15	27	sections	section	NOUN
fis-3616	15	28	from	from	ADP
fis-3616	15	29	the	the	DET
fis-3616	15	30	adverse	adverse	ADJ
fis-3616	15	31	effects	effect	NOUN
fis-3616	15	32	of	of	ADP
fis-3616	15	33	fire	fire	NOUN
fis-3616	15	34	,	,	PUNCT
fis-3616	15	35	given	give	VERB
fis-3616	15	36	their	their	PRON
fis-3616	15	37	low	low	ADJ
fis-3616	15	38	resistance	resistance	NOUN
fis-3616	15	39	,	,	PUNCT
fis-3616	15	40	but	but	CCONJ
fis-3616	15	41	over	over	ADP
fis-3616	15	42	time	time	NOUN
fis-3616	15	43	,	,	PUNCT
fis-3616	15	44	researchers	researcher	NOUN
fis-3616	15	45	noticed	notice	VERB
fis-3616	15	46	that	that	SCONJ
fis-3616	15	47	this	this	DET
fis-3616	15	48	type	type	NOUN
fis-3616	15	49	of	of	ADP
fis-3616	15	50	elements	element	NOUN
fis-3616	15	51	had	have	VERB
fis-3616	15	52	advantages	advantage	NOUN
fis-3616	15	53	that	that	PRON
fis-3616	15	54	had	have	AUX
fis-3616	15	55	not	not	PART
fis-3616	15	56	been	be	AUX
fis-3616	15	57	taken	take	VERB
fis-3616	15	58	into	into	ADP
fis-3616	15	59	account	account	NOUN
fis-3616	15	60	at	at	ADP
fis-3616	15	61	the	the	DET
fis-3616	15	62	beginning	beginning	NOUN
fis-3616	15	63	of	of	ADP
fis-3616	15	64	their	their	PRON
fis-3616	15	65	use	use	NOUN
fis-3616	15	66	from	from	ADP
fis-3616	15	67	the	the	DET
fis-3616	15	68	1960s	1960	NOUN
fis-3616	15	69	;	;	PUNCT
fis-3616	15	70	a	a	DET
fis-3616	15	71	few	few	ADJ
fis-3616	15	72	years	year	NOUN
fis-3616	15	73	later	later	ADV
fis-3616	15	74	,	,	PUNCT
fis-3616	15	75	a	a	DET
fis-3616	15	76	detailed	detailed	ADJ
fis-3616	15	77	study	study	NOUN
fis-3616	15	78	conducted	conduct	VERB
fis-3616	15	79	by	by	ADP
fis-3616	15	80	tomii	tomii	PROPN
fis-3616	15	81	et	et	PROPN
fis-3616	15	82	al[1]on	al[1]on	VERB
fis-3616	15	83	268	268	NUM
fis-3616	15	84	composite	composite	ADJ
fis-3616	15	85	columns	column	NOUN
fis-3616	15	86	(	(	PUNCT
fis-3616	15	87	cfst	cfst	NOUN
fis-3616	15	88	)	)	PUNCT
fis-3616	15	89	(	(	PUNCT
fis-3616	15	90	concrete	concrete	ADJ
fis-3616	15	91	filled	fill	VERB
fis-3616	15	92	steel	steel	NOUN
fis-3616	15	93	tube	tube	NOUN
fis-3616	15	94	)	)	PUNCT
fis-3616	15	95	demonstrated	demonstrate	VERB
fis-3616	15	96	two	two	NUM
fis-3616	15	97	modes	mode	NOUN
fis-3616	15	98	of	of	ADP
fis-3616	15	99	failure	failure	NOUN
fis-3616	15	100	that	that	PRON
fis-3616	15	101	were	be	AUX
fis-3616	15	102	observed	observe	VERB
fis-3616	15	103	during	during	ADP
fis-3616	15	104	the	the	DET
fis-3616	15	105	tests	test	NOUN
fis-3616	15	106	,	,	PUNCT
fis-3616	15	107	namely	namely	ADV
fis-3616	15	108	global	global	ADJ
fis-3616	15	109	buckling	buckling	NOUN
fis-3616	15	110	for	for	ADP
fis-3616	15	111	slender	slender	ADJ
fis-3616	15	112	columns	column	NOUN
fis-3616	15	113	and	and	CCONJ
fis-3616	15	114	concrete	concrete	ADJ
fis-3616	15	115	crushing	crush	VERB
fis-3616	15	116	accompanied	accompany	VERB
fis-3616	15	117	by	by	ADP
fis-3616	15	118	local	local	ADJ
fis-3616	15	119	buckling	buckling	NOUN
fis-3616	15	120	of	of	ADP
fis-3616	15	121	the	the	DET
fis-3616	15	122	steel	steel	NOUN
fis-3616	15	123	tube	tube	NOUN
fis-3616	15	124	for	for	ADP
fis-3616	15	125	short	short	ADJ
fis-3616	15	126	columns	column	NOUN
fis-3616	15	127	.	.	PUNCT
fis-3616	16	1	the	the	DET
fis-3616	16	2	use	use	NOUN
fis-3616	16	3	of	of	ADP
fis-3616	16	4	concrete	concrete	NOUN
fis-3616	16	5	-	-	PUNCT
fis-3616	16	6	filled	fill	VERB
fis-3616	16	7	steel	steel	NOUN
fis-3616	16	8	tubes	tube	NOUN
fis-3616	16	9	in	in	ADP
fis-3616	16	10	various	various	ADJ
fis-3616	16	11	construction	construction	NOUN
fis-3616	16	12	areas	area	NOUN
fis-3616	16	13	is	be	AUX
fis-3616	16	14	becoming	become	VERB
fis-3616	16	15	a	a	DET
fis-3616	16	16	very	very	ADV
fis-3616	16	17	attractive	attractive	ADJ
fis-3616	16	18	solution	solution	NOUN
fis-3616	16	19	,	,	PUNCT
fis-3616	16	20	not	not	PART
fis-3616	16	21	only	only	ADV
fis-3616	16	22	because	because	SCONJ
fis-3616	16	23	it	it	PRON
fis-3616	16	24	increases	increase	VERB
fis-3616	16	25	the	the	DET
fis-3616	16	26	load	load	NOUN
fis-3616	16	27	capacity	capacity	NOUN
fis-3616	16	28	with	with	ADP
fis-3616	16	29	a	a	DET
fis-3616	16	30	reduced	reduced	ADJ
fis-3616	16	31	cross	cross	NOUN
fis-3616	16	32	-	-	NOUN
fis-3616	16	33	section	section	NOUN
fis-3616	16	34	,	,	PUNCT
fis-3616	16	35	but	but	CCONJ
fis-3616	16	36	also	also	ADV
fis-3616	16	37	because	because	SCONJ
fis-3616	16	38	it	it	PRON
fis-3616	16	39	saves	save	VERB
fis-3616	16	40	time	time	NOUN
fis-3616	16	41	and	and	CCONJ
fis-3616	16	42	money	money	NOUN
fis-3616	16	43	during	during	ADP
fis-3616	16	44	construction	construction	NOUN
fis-3616	16	45	,	,	PUNCT
fis-3616	16	46	and	and	CCONJ
fis-3616	16	47	thus	thus	ADV
fis-3616	16	48	reduces	reduce	VERB
fis-3616	16	49	costs	cost	NOUN
fis-3616	16	50	significantly	significantly	ADV
fis-3616	16	51	.	.	PUNCT
fis-3616	17	1	moreover	moreover	ADV
fis-3616	17	2	,	,	PUNCT
fis-3616	17	3	the	the	DET
fis-3616	17	4	use	use	NOUN
fis-3616	17	5	of	of	ADP
fis-3616	17	6	normal	normal	ADJ
fis-3616	17	7	or	or	CCONJ
fis-3616	17	8	high	high	ADJ
fis-3616	17	9	strength	strength	NOUN
fis-3616	17	10	concrete	concrete	NOUN
fis-3616	17	11	,	,	PUNCT
fis-3616	17	12	confined	confine	VERB
fis-3616	17	13	in	in	ADP
fis-3616	17	14	a	a	DET
fis-3616	17	15	steel	steel	NOUN
fis-3616	17	16	tube	tube	NOUN
fis-3616	17	17	of	of	ADP
fis-3616	17	18	circular	circular	ADJ
fis-3616	17	19	shape	shape	NOUN
fis-3616	17	20	can	can	AUX
fis-3616	17	21	significantly	significantly	ADV
fis-3616	17	22	improve	improve	VERB
fis-3616	17	23	its	its	PRON
fis-3616	17	24	ductility	ductility	NOUN
fis-3616	17	25	[	[	X
fis-3616	17	26	2	2	NUM
fis-3616	17	27	]	]	PUNCT
fis-3616	17	28	;	;	PUNCT
fis-3616	17	29	indeed	indeed	ADV
fis-3616	17	30	,	,	PUNCT
fis-3616	17	31	many	many	ADJ
fis-3616	17	32	researchers	researcher	NOUN
fis-3616	17	33	have	have	AUX
fis-3616	17	34	been	be	AUX
fis-3616	17	35	interested	interested	ADJ
fis-3616	17	36	in	in	ADP
fis-3616	17	37	this	this	DET
fis-3616	17	38	type	type	NOUN
fis-3616	17	39	of	of	ADP
fis-3616	17	40	mixed	mixed	ADJ
fis-3616	17	41	structures	structure	NOUN
fis-3616	17	42	[	[	X
fis-3616	17	43	3,4	3,4	NUM
fis-3616	17	44	]	]	PUNCT
fis-3616	17	45	.	.	PUNCT
fis-3616	18	1	also	also	ADV
fis-3616	18	2	,	,	PUNCT
fis-3616	18	3	the	the	DET
fis-3616	18	4	interest	interest	NOUN
fis-3616	18	5	for	for	ADP
fis-3616	18	6	their	their	PRON
fis-3616	18	7	performances	performance	NOUN
fis-3616	18	8	and	and	CCONJ
fis-3616	18	9	the	the	DET
fis-3616	18	10	advantages	advantage	NOUN
fis-3616	18	11	they	they	PRON
fis-3616	18	12	provide	provide	VERB
fis-3616	18	13	,	,	PUNCT
fis-3616	18	14	increased	increase	VERB
fis-3616	18	15	,	,	PUNCT
fis-3616	18	16	since	since	SCONJ
fis-3616	18	17	the	the	DET
fis-3616	18	18	end	end	NOUN
fis-3616	18	19	of	of	ADP
fis-3616	18	20	the	the	DET
fis-3616	18	21	1990s	1990s	NUM
fis-3616	18	22	;	;	PUNCT
fis-3616	18	23	indeed	indeed	ADV
fis-3616	18	24	,	,	PUNCT
fis-3616	18	25	it	it	PRON
fis-3616	18	26	was	be	AUX
fis-3616	18	27	found	find	VERB
fis-3616	18	28	that	that	SCONJ
fis-3616	18	29	the	the	DET
fis-3616	18	30	interaction	interaction	NOUN
fis-3616	18	31	between	between	ADP
fis-3616	18	32	the	the	DET
fis-3616	18	33	concrete	concrete	ADJ
fis-3616	18	34	core	core	NOUN
fis-3616	18	35	confined	confine	VERB
fis-3616	18	36	by	by	ADP
fis-3616	18	37	the	the	DET
fis-3616	18	38	steel	steel	NOUN
fis-3616	18	39	tube	tube	NOUN
fis-3616	18	40	of	of	ADP
fis-3616	18	41	these	these	DET
fis-3616	18	42	composite	composite	ADJ
fis-3616	18	43	elements	element	NOUN
fis-3616	18	44	also	also	ADV
fis-3616	18	45	defined	define	VERB
fis-3616	18	46	by	by	ADP
fis-3616	18	47	(	(	PUNCT
fis-3616	18	48	cfst	cfst	NOUN
fis-3616	18	49	)	)	PUNCT
fis-3616	18	50	provided	provide	VERB
fis-3616	18	51	to	to	ADP
fis-3616	18	52	the	the	DET
fis-3616	18	53	latter	latter	ADJ
fis-3616	18	54	an	an	DET
fis-3616	18	55	increase	increase	NOUN
fis-3616	18	56	in	in	ADP
fis-3616	18	57	stiffness	stiffness	NOUN
fis-3616	18	58	and	and	CCONJ
fis-3616	18	59	resistance	resistance	NOUN
fis-3616	19	1	[	[	X
fis-3616	19	2	2,3	2,3	NUM
fis-3616	19	3	]	]	PUNCT
fis-3616	19	4	;	;	PUNCT
fis-3616	19	5	namely	namely	ADV
fis-3616	19	6	:	:	PUNCT
fis-3616	19	7	facility	facility	NOUN
fis-3616	19	8	of	of	ADP
fis-3616	19	9	execution	execution	NOUN
fis-3616	19	10	,	,	PUNCT
fis-3616	19	11	good	good	ADJ
fis-3616	19	12	ductility	ductility	NOUN
fis-3616	19	13	,	,	PUNCT
fis-3616	19	14	durability	durability	NOUN
fis-3616	19	15	of	of	ADP
fis-3616	19	16	both	both	DET
fis-3616	19	17	materials	material	NOUN
fis-3616	19	18	as	as	ADV
fis-3616	19	19	well	well	ADV
fis-3616	19	20	as	as	ADP
fis-3616	19	21	good	good	ADJ
fis-3616	19	22	fire	fire	NOUN
fis-3616	19	23	behavior	behavior	NOUN
fis-3616	19	24	,	,	PUNCT
fis-3616	19	25	which	which	PRON
fis-3616	19	26	was	be	AUX
fis-3616	19	27	the	the	DET
fis-3616	19	28	expected	expect	VERB
fis-3616	19	29	effect	effect	NOUN
fis-3616	19	30	at	at	ADP
fis-3616	19	31	the	the	DET
fis-3616	19	32	origin	origin	NOUN
fis-3616	19	33	of	of	ADP
fis-3616	19	34	their	their	PRON
fis-3616	19	35	elaboration	elaboration	NOUN
fis-3616	19	36	;	;	PUNCT
fis-3616	19	37	indeed	indeed	ADV
fis-3616	19	38	,	,	PUNCT
fis-3616	19	39	the	the	DET
fis-3616	19	40	concrete	concrete	NOUN
fis-3616	19	41	used	use	VERB
fis-3616	19	42	in	in	ADP
fis-3616	19	43	the	the	DET
fis-3616	19	44	cfst	cfst	NOUN
fis-3616	19	45	does	do	AUX
fis-3616	19	46	not	not	PART
fis-3616	19	47	require	require	VERB
fis-3616	19	48	formwork	formwork	NOUN
fis-3616	19	49	or	or	CCONJ
fis-3616	19	50	reinforcement	reinforcement	NOUN
fis-3616	19	51	,	,	PUNCT
fis-3616	19	52	and	and	CCONJ
fis-3616	19	53	its	its	PRON
fis-3616	19	54	external	external	ADJ
fis-3616	19	55	surface	surface	NOUN
fis-3616	19	56	is	be	AUX
fis-3616	19	57	protected	protect	VERB
fis-3616	19	58	against	against	ADP
fis-3616	19	59	any	any	DET
fis-3616	19	60	external	external	ADJ
fis-3616	19	61	aggression	aggression	NOUN
fis-3616	19	62	,	,	PUNCT
fis-3616	19	63	the	the	DET
fis-3616	19	64	local	local	ADJ
fis-3616	19	65	buckling	buckling	NOUN
fis-3616	19	66	of	of	ADP
fis-3616	19	67	the	the	DET
fis-3616	19	68	steel	steel	NOUN
fis-3616	19	69	wall	wall	NOUN
fis-3616	19	70	,	,	PUNCT
fis-3616	19	71	due	due	ADP
fis-3616	19	72	to	to	ADP
fis-3616	19	73	the	the	DET
fis-3616	19	74	relatively	relatively	ADV
fis-3616	19	75	small	small	ADJ
fis-3616	19	76	thickness	thickness	NOUN
fis-3616	19	77	of	of	ADP
fis-3616	19	78	the	the	DET
fis-3616	19	79	wall	wall	NOUN
fis-3616	19	80	,	,	PUNCT
fis-3616	19	81	is	be	AUX
fis-3616	19	82	delayed	delay	VERB
fis-3616	19	83	because	because	SCONJ
fis-3616	19	84	it	it	PRON
fis-3616	19	85	can	can	AUX
fis-3616	19	86	occur	occur	VERB
fis-3616	19	87	in	in	ADP
fis-3616	19	88	the	the	DET
fis-3616	19	89	concrete	concrete	NOUN
fis-3616	19	90	which	which	PRON
fis-3616	19	91	can	can	AUX
fis-3616	19	92	only	only	ADV
fis-3616	19	93	deform	deform	VERB
fis-3616	19	94	outwards	outward	NOUN
fis-3616	19	95	.	.	PUNCT
fis-3616	20	1	since	since	SCONJ
fis-3616	20	2	then	then	ADV
fis-3616	20	3	,	,	PUNCT
fis-3616	20	4	several	several	ADJ
fis-3616	20	5	experimental	experimental	ADJ
fis-3616	20	6	and	and	CCONJ
fis-3616	20	7	analytical	analytical	ADJ
fis-3616	20	8	studies	study	NOUN
fis-3616	20	9	have	have	AUX
fis-3616	20	10	been	be	AUX
fis-3616	20	11	conducted	conduct	VERB
fis-3616	20	12	around	around	ADP
fis-3616	20	13	the	the	DET
fis-3616	20	14	world	world	NOUN
fis-3616	20	15	.	.	PUNCT
fis-3616	21	1	in	in	ADP
fis-3616	21	2	the	the	DET
fis-3616	21	3	last	last	ADJ
fis-3616	21	4	decades	decade	NOUN
fis-3616	21	5	[	[	X
fis-3616	21	6	5–7	5–7	X
fis-3616	21	7	]	]	PUNCT
fis-3616	21	8	,	,	PUNCT
fis-3616	21	9	the	the	DET
fis-3616	21	10	finite	finite	ADJ
fis-3616	21	11	element	element	NOUN
fis-3616	21	12	(	(	PUNCT
fis-3616	21	13	fe	fe	NOUN
fis-3616	21	14	)	)	PUNCT
fis-3616	21	15	technique	technique	NOUN
fis-3616	21	16	has	have	AUX
fis-3616	21	17	become	become	VERB
fis-3616	21	18	a	a	DET
fis-3616	21	19	more	more	ADV
fis-3616	21	20	and	and	CCONJ
fis-3616	21	21	more	more	ADV
fis-3616	21	22	popular	popular	ADJ
fis-3616	21	23	technique	technique	NOUN
fis-3616	21	24	for	for	ADP
fis-3616	21	25	modelling	model	VERB
fis-3616	21	26	cfst	cfst	NOUN
fis-3616	21	27	columns	column	NOUN
fis-3616	21	28	due	due	ADP
fis-3616	21	29	to	to	ADP
fis-3616	21	30	the	the	DET
fis-3616	21	31	availability	availability	NOUN
fis-3616	21	32	of	of	ADP
fis-3616	21	33	commercially	commercially	ADV
fis-3616	21	34	available	available	ADJ
fis-3616	21	35	software	software	NOUN
fis-3616	21	36	such	such	ADJ
fis-3616	21	37	as	as	ADP
fis-3616	21	38	abaqus	abaqus	NOUN
fis-3616	21	39	and	and	CCONJ
fis-3616	21	40	ansys	ansys	PROPN
fis-3616	21	41	.	.	PUNCT
fis-3616	22	1	fe	fe	PROPN
fis-3616	22	2	analysis	analysis	NOUN
fis-3616	22	3	allows	allow	VERB
fis-3616	22	4	direct	direct	ADJ
fis-3616	22	5	modelling	modelling	NOUN
fis-3616	22	6	of	of	ADP
fis-3616	22	7	composite	composite	ADJ
fis-3616	22	8	action	action	NOUN
fis-3616	22	9	between	between	ADP
fis-3616	22	10	steel	steel	NOUN
fis-3616	22	11	and	and	CCONJ
fis-3616	22	12	concrete	concrete	ADJ
fis-3616	22	13	components	component	NOUN
fis-3616	22	14	,	,	PUNCT
fis-3616	22	15	and	and	CCONJ
fis-3616	22	16	various	various	ADJ
fis-3616	22	17	factors	factor	NOUN
fis-3616	22	18	,	,	PUNCT
fis-3616	22	19	such	such	ADJ
fis-3616	22	20	as	as	ADP
fis-3616	22	21	local	local	ADJ
fis-3616	22	22	and	and	CCONJ
fis-3616	22	23	global	global	ADJ
fis-3616	22	24	imperfections	imperfection	NOUN
fis-3616	22	25	and	and	CCONJ
fis-3616	22	26	boundary	boundary	ADJ
fis-3616	22	27	conditions	condition	NOUN
fis-3616	22	28	,	,	PUNCT
fis-3616	22	29	can	can	AUX
fis-3616	22	30	be	be	AUX
fis-3616	22	31	considered	consider	VERB
fis-3616	22	32	more	more	ADV
fis-3616	22	33	accurately	accurately	ADV
fis-3616	22	34	;	;	PUNCT
fis-3616	22	35	also	also	ADV
fis-3616	22	36	all	all	DET
fis-3616	22	37	these	these	DET
fis-3616	22	38	investigations	investigation	NOUN
fis-3616	22	39	have	have	AUX
fis-3616	22	40	resulted	result	VERB
fis-3616	22	41	in	in	ADP
fis-3616	22	42	the	the	DET
fis-3616	22	43	development	development	NOUN
fis-3616	22	44	of	of	ADP
fis-3616	22	45	different	different	ADJ
fis-3616	22	46	regulations	regulation	NOUN
fis-3616	22	47	related	relate	VERB
fis-3616	22	48	to	to	ADP
fis-3616	22	49	different	different	ADJ
fis-3616	22	50	countries	country	NOUN
fis-3616	22	51	such	such	ADJ
fis-3616	22	52	as	as	ADP
fis-3616	22	53	australia	australia	PROPN
fis-3616	22	54	,	,	PUNCT
fis-3616	22	55	china	china	PROPN
fis-3616	22	56	,	,	PUNCT
fis-3616	22	57	japan	japan	PROPN
fis-3616	22	58	,	,	PUNCT
fis-3616	22	59	usa	usa	PROPN
fis-3616	22	60	(	(	PUNCT
fis-3616	22	61	aci	aci	PROPN
fis-3616	22	62	)	)	PUNCT
fis-3616	22	63	and	and	CCONJ
fis-3616	22	64	european	european	ADJ
fis-3616	22	65	countries	country	NOUN
fis-3616	22	66	(	(	PUNCT
fis-3616	22	67	eurocode4)[8–11].although	eurocode4)[8–11].although	ADP
fis-3616	22	68	this	this	DET
fis-3616	22	69	type	type	NOUN
fis-3616	22	70	of	of	ADP
fis-3616	22	71	columns	column	NOUN
fis-3616	22	72	may	may	AUX
fis-3616	22	73	be	be	AUX
fis-3616	22	74	suitable	suitable	ADJ
fis-3616	22	75	for	for	ADP
fis-3616	22	76	high	high	ADJ
fis-3616	22	77	-	-	PUNCT
fis-3616	22	78	rise	rise	NOUN
fis-3616	22	79	buildings	building	NOUN
fis-3616	22	80	in	in	ADP
fis-3616	22	81	high	high	ADJ
fis-3616	22	82	seismic	seismic	ADJ
fis-3616	22	83	regions	region	NOUN
fis-3616	22	84	,	,	PUNCT
fis-3616	22	85	their	their	PRON
fis-3616	22	86	use	use	NOUN
fis-3616	22	87	has	have	AUX
fis-3616	22	88	been	be	AUX
fis-3616	22	89	limited	limit	VERB
fis-3616	22	90	due	due	ADP
fis-3616	22	91	to	to	ADP
fis-3616	22	92	a	a	DET
fis-3616	22	93	lack	lack	NOUN
fis-3616	22	94	of	of	ADP
fis-3616	22	95	information	information	NOUN
fis-3616	22	96	on	on	ADP
fis-3616	22	97	the	the	DET
fis-3616	22	98	true	true	ADJ
fis-3616	22	99	strength	strength	NOUN
fis-3616	22	100	and	and	CCONJ
fis-3616	22	101	nonlinear	nonlinear	ADJ
fis-3616	22	102	behavior	behavior	NOUN
fis-3616	22	103	of	of	ADP
fis-3616	22	104	the	the	DET
fis-3616	22	105	elements	element	NOUN
fis-3616	22	106	composing	compose	VERB
fis-3616	22	107	them	they	PRON
fis-3616	22	108	,	,	PUNCT
fis-3616	22	109	namely	namely	ADV
fis-3616	22	110	the	the	DET
fis-3616	22	111	steel	steel	NOUN
fis-3616	22	112	tube	tube	NOUN
fis-3616	22	113	and	and	CCONJ
fis-3616	22	114	the	the	DET
fis-3616	22	115	concrete	concrete	NOUN
fis-3616	22	116	that	that	PRON
fis-3616	22	117	it	it	PRON
fis-3616	22	118	is	be	AUX
fis-3616	22	119	in	in	ADV
fis-3616	22	120	-	-	PUNCT
fis-3616	22	121	filled	fill	VERB
fis-3616	22	122	.	.	PUNCT
fis-3616	23	1	indeed	indeed	ADV
fis-3616	23	2	,	,	PUNCT
fis-3616	23	3	many	many	ADJ
fis-3616	23	4	researchers	researcher	NOUN
fis-3616	23	5	have	have	AUX
fis-3616	23	6	been	be	AUX
fis-3616	23	7	interested	interested	ADJ
fis-3616	23	8	in	in	ADP
fis-3616	23	9	this	this	DET
fis-3616	23	10	type	type	NOUN
fis-3616	23	11	of	of	ADP
fis-3616	23	12	mixed	mixed	ADJ
fis-3616	23	13	structures	structure	NOUN
fis-3616	23	14	of	of	ADP
fis-3616	23	15	circular	circular	ADJ
fis-3616	23	16	shape	shape	NOUN
fis-3616	23	17	including[10–13	including[10–13	NOUN
fis-3616	23	18	]	]	PUNCT
fis-3616	23	19	while	while	SCONJ
fis-3616	23	20	others	other	NOUN
fis-3616	23	21	have	have	AUX
fis-3616	23	22	been	be	AUX
fis-3616	23	23	interested	interested	ADJ
fis-3616	23	24	in	in	ADP
fis-3616	23	25	steel	steel	NOUN
fis-3616	23	26	tubes	tube	NOUN
fis-3616	23	27	of	of	ADP
fis-3616	23	28	different	different	ADJ
fis-3616	23	29	shapes(rectangular	shapes(rectangular	ADJ
fis-3616	23	30	,	,	PUNCT
fis-3616	23	31	oval	oval	NOUN
fis-3616	23	32	...	...	PUNCT
fis-3616	23	33	)	)	PUNCT
fis-3616	24	1	[	[	X
fis-3616	24	2	4,10,14,15	4,10,14,15	NUM
fis-3616	24	3	]	]	X
fis-3616	24	4	.	.	PUNCT
fis-3616	25	1	all	all	DET
fis-3616	25	2	these	these	DET
fis-3616	25	3	experimental	experimental	ADJ
fis-3616	25	4	and	and	CCONJ
fis-3616	25	5	numerical	numerical	ADJ
fis-3616	25	6	studies	study	NOUN
fis-3616	25	7	have	have	AUX
fis-3616	25	8	been	be	AUX
fis-3616	25	9	conducted	conduct	VERB
fis-3616	25	10	for	for	ADP
fis-3616	25	11	nearly	nearly	ADV
fis-3616	25	12	four	four	NUM
fis-3616	25	13	decades	decade	NOUN
fis-3616	25	14	,	,	PUNCT
fis-3616	25	15	in	in	ADP
fis-3616	25	16	fact	fact	NOUN
fis-3616	25	17	the	the	DET
fis-3616	25	18	numerical	numerical	ADJ
fis-3616	25	19	calculation	calculation	NOUN
fis-3616	25	20	is	be	AUX
fis-3616	25	21	widely	widely	ADV
fis-3616	25	22	required	require	VERB
fis-3616	25	23	for	for	ADP
fis-3616	25	24	the	the	DET
fis-3616	25	25	modelling	modelling	NOUN
fis-3616	25	26	of	of	ADP
fis-3616	25	27	structures	structure	NOUN
fis-3616	25	28	,	,	PUNCT
fis-3616	25	29	and	and	CCONJ
fis-3616	25	30	the	the	DET
fis-3616	25	31	finite	finite	PROPN
fis-3616	25	32	element	element	NOUN
fis-3616	25	33	method	method	NOUN
fis-3616	25	34	is	be	AUX
fis-3616	25	35	the	the	DET
fis-3616	25	36	most	most	ADV
fis-3616	25	37	used	used	ADJ
fis-3616	25	38	for	for	ADP
fis-3616	25	39	the	the	DET
fis-3616	25	40	modelling	modelling	NOUN
fis-3616	25	41	of	of	ADP
fis-3616	25	42	all	all	DET
fis-3616	25	43	types	type	NOUN
fis-3616	25	44	of	of	ADP
fis-3616	25	45	structures	structure	NOUN
fis-3616	25	46	,	,	PUNCT
fis-3616	25	47	and	and	CCONJ
fis-3616	25	48	more	more	ADV
fis-3616	25	49	recently	recently	ADV
fis-3616	25	50	,	,	PUNCT
fis-3616	25	51	many	many	ADJ
fis-3616	25	52	authors	author	NOUN
fis-3616	25	53	continue	continue	VERB
fis-3616	25	54	to	to	PART
fis-3616	25	55	be	be	AUX
fis-3616	25	56	interested	interested	ADJ
fis-3616	25	57	until	until	ADP
fis-3616	25	58	today	today	NOUN
fis-3616	25	59	in	in	ADP
fis-3616	25	60	this	this	DET
fis-3616	25	61	type	type	NOUN
fis-3616	25	62	of	of	ADP
fis-3616	25	63	composite	composite	ADJ
fis-3616	25	64	structure	structure	NOUN
fis-3616	25	65	by	by	ADP
fis-3616	25	66	adopting	adopt	VERB
fis-3616	25	67	different	different	ADJ
fis-3616	25	68	approaches	approach	NOUN
fis-3616	25	69	from	from	ADP
fis-3616	25	70	those	those	DET
fis-3616	25	71	previously	previously	ADV
fis-3616	25	72	recommended	recommend	VERB
fis-3616	25	73	and	and	CCONJ
fis-3616	25	74	in	in	ADP
fis-3616	25	75	particular	particular	ADJ
fis-3616	25	76	the	the	DET
fis-3616	25	77	type	type	NOUN
fis-3616	25	78	of	of	ADP
fis-3616	25	79	composite	composite	NOUN
fis-3616	25	80	we	we	PRON
fis-3616	25	81	are	be	AUX
fis-3616	25	82	interested	interested	ADJ
fis-3616	25	83	in	in	ADP
fis-3616	25	84	,	,	PUNCT
fis-3616	25	85	namely	namely	ADV
fis-3616	25	86	,	,	PUNCT
fis-3616	25	87	steel	steel	NOUN
fis-3616	25	88	tubes	tube	NOUN
fis-3616	25	89	filled	fill	VERB
fis-3616	25	90	with	with	ADP
fis-3616	25	91	concrete	concrete	ADJ
fis-3616	25	92	or	or	CCONJ
fis-3616	25	93	cfst	cfst	NOUN
fis-3616	25	94	and	and	CCONJ
fis-3616	25	95	this	this	PRON
fis-3616	25	96	with	with	ADP
fis-3616	25	97	the	the	DET
fis-3616	25	98	help	help	NOUN
fis-3616	25	99	of	of	ADP
fis-3616	25	100	calculation	calculation	NOUN
fis-3616	25	101	programs	program	NOUN
fis-3616	25	102	such	such	ADJ
fis-3616	25	103	as	as	ADP
fis-3616	25	104	abaqus[13,16	abaqus[13,16	NOUN
fis-3616	25	105	]	]	PUNCT
fis-3616	25	106	,	,	PUNCT
fis-3616	25	107	thus	thus	ADV
fis-3616	25	108	considerably	considerably	ADV
fis-3616	25	109	reducing	reduce	VERB
fis-3616	25	110	the	the	DET
fis-3616	25	111	computational	computational	ADJ
fis-3616	25	112	time	time	NOUN
fis-3616	25	113	,	,	PUNCT
fis-3616	25	114	and	and	CCONJ
fis-3616	25	115	in	in	ADP
fis-3616	25	116	addition	addition	NOUN
fis-3616	25	117	leading	lead	VERB
fis-3616	25	118	to	to	ADP
fis-3616	25	119	a	a	DET
fis-3616	25	120	considerable	considerable	ADJ
fis-3616	25	121	decrease	decrease	NOUN
fis-3616	25	122	in	in	ADP
fis-3616	25	123	the	the	DET
fis-3616	25	124	cost	cost	NOUN
fis-3616	25	125	of	of	ADP
fis-3616	25	126	these	these	DET
fis-3616	25	127	researches	research	NOUN
fis-3616	25	128	,	,	PUNCT
fis-3616	25	129	which	which	PRON
fis-3616	25	130	previously	previously	ADV
fis-3616	25	131	required	require	VERB
fis-3616	25	132	very	very	ADV
fis-3616	25	133	expensive	expensive	ADJ
fis-3616	25	134	laboratory	laboratory	NOUN
fis-3616	25	135	experiments	experiment	NOUN
fis-3616	25	136	.	.	PUNCT
fis-3616	26	1	all	all	DET
fis-3616	26	2	these	these	DET
fis-3616	26	3	works	work	NOUN
fis-3616	26	4	pushed	push	VERB
fis-3616	26	5	us	we	PRON
fis-3616	26	6	to	to	PART
fis-3616	26	7	be	be	AUX
fis-3616	26	8	interested	interested	ADJ
fis-3616	26	9	in	in	ADP
fis-3616	26	10	our	our	PRON
fis-3616	26	11	turn	turn	NOUN
fis-3616	26	12	in	in	ADP
fis-3616	26	13	this	this	DET
fis-3616	26	14	type	type	NOUN
fis-3616	26	15	of	of	ADP
fis-3616	26	16	composite	composite	ADJ
fis-3616	26	17	structures	structure	NOUN
fis-3616	26	18	(	(	PUNCT
fis-3616	26	19	cfst	cfst	NOUN
fis-3616	26	20	)	)	PUNCT
fis-3616	26	21	,	,	PUNCT
fis-3616	26	22	following	follow	VERB
fis-3616	26	23	their	their	PRON
fis-3616	26	24	use	use	NOUN
fis-3616	26	25	in	in	ADP
fis-3616	26	26	constant	constant	ADJ
fis-3616	26	27	evolution	evolution	NOUN
fis-3616	26	28	,	,	PUNCT
fis-3616	26	29	as	as	ADV
fis-3616	26	30	well	well	ADV
fis-3616	26	31	as	as	ADP
fis-3616	26	32	their	their	PRON
fis-3616	26	33	behavior	behavior	NOUN
fis-3616	26	34	intimately	intimately	ADV
fis-3616	26	35	related	relate	VERB
fis-3616	26	36	to	to	ADP
fis-3616	26	37	the	the	DET
fis-3616	26	38	constitutive	constitutive	ADJ
fis-3616	26	39	laws	law	NOUN
fis-3616	26	40	of	of	ADP
fis-3616	26	41	the	the	DET
fis-3616	26	42	materials	material	NOUN
fis-3616	26	43	used	use	VERB
fis-3616	26	44	,	,	PUNCT
fis-3616	26	45	in	in	ADP
fis-3616	26	46	particular	particular	ADJ
fis-3616	26	47	that	that	SCONJ
fis-3616	26	48	of	of	ADP
fis-3616	26	49	the	the	DET
fis-3616	26	50	concrete	concrete	NOUN
fis-3616	26	51	confined	confine	VERB
fis-3616	26	52	according	accord	VERB
fis-3616	26	53	to	to	ADP
fis-3616	26	54	the	the	DET
fis-3616	26	55	instructions	instruction	NOUN
fis-3616	26	56	of	of	ADP
fis-3616	26	57	the	the	DET
fis-3616	26	58	eurocode	eurocode	NOUN
fis-3616	26	59	4[8	4[8	NOUN
fis-3616	26	60	]	]	PUNCT
fis-3616	26	61	;	;	PUNCT
fis-3616	26	62	moreover	moreover	ADV
fis-3616	26	63	we	we	PRON
fis-3616	26	64	will	will	AUX
fis-3616	26	65	suppose	suppose	VERB
fis-3616	26	66	that	that	SCONJ
fis-3616	26	67	the	the	DET
fis-3616	26	68	effect	effect	NOUN
fis-3616	26	69	of	of	ADP
fis-3616	26	70	the	the	DET
fis-3616	26	71	confinement	confinement	NOUN
fis-3616	26	72	is	be	AUX
fis-3616	26	73	non	non	ADJ
fis-3616	26	74	-	-	ADJ
fis-3616	26	75	existent	existent	ADJ
fis-3616	26	76	at	at	ADP
fis-3616	26	77	the	the	DET
fis-3616	26	78	beginning	beginning	NOUN
fis-3616	26	79	of	of	ADP
fis-3616	26	80	loading	loading	NOUN
fis-3616	26	81	,	,	PUNCT
fis-3616	26	82	and	and	CCONJ
fis-3616	26	83	would	would	AUX
fis-3616	26	84	intervene	intervene	VERB
fis-3616	26	85	only	only	ADV
fis-3616	26	86	late	late	ADV
fis-3616	26	87	,	,	PUNCT
fis-3616	26	88	at	at	ADP
fis-3616	26	89	the	the	DET
fis-3616	26	90	time	time	NOUN
fis-3616	26	91	of	of	ADP
fis-3616	26	92	the	the	DET
fis-3616	26	93	lateral	lateral	ADJ
fis-3616	26	94	expansion	expansion	NOUN
fis-3616	26	95	and	and	CCONJ
fis-3616	26	96	the	the	DET
fis-3616	26	97	transfer	transfer	NOUN
fis-3616	26	98	of	of	ADP
fis-3616	26	99	load	load	NOUN
fis-3616	26	100	from	from	ADP
fis-3616	26	101	the	the	DET
fis-3616	26	102	steel	steel	NOUN
fis-3616	26	103	tube	tube	NOUN
fis-3616	26	104	to	to	ADP
fis-3616	26	105	the	the	DET
fis-3616	26	106	concrete	concrete	NOUN
fis-3616	26	107	.	.	PUNCT
fis-3616	27	1	for	for	ADP
fis-3616	27	2	a	a	DET
fis-3616	27	3	steel	steel	NOUN
fis-3616	27	4	tube	tube	NOUN
fis-3616	27	5	filled	fill	VERB
fis-3616	27	6	with	with	ADP
fis-3616	27	7	concrete	concrete	ADJ
fis-3616	27	8	(	(	PUNCT
fis-3616	27	9	cfst	cfst	NOUN
fis-3616	27	10	)	)	PUNCT
fis-3616	27	11	,	,	PUNCT
fis-3616	27	12	under	under	ADP
fis-3616	27	13	axial	axial	ADJ
fis-3616	27	14	compression	compression	NOUN
fis-3616	27	15	,	,	PUNCT
fis-3616	27	16	the	the	DET
fis-3616	27	17	concrete	concrete	ADJ
fis-3616	27	18	core	core	NOUN
fis-3616	27	19	expands	expand	VERB
fis-3616	27	20	laterally	laterally	ADV
fis-3616	27	21	and	and	CCONJ
fis-3616	27	22	is	be	AUX
fis-3616	27	23	confined	confine	VERB
fis-3616	27	24	by	by	ADP
fis-3616	27	25	the	the	DET
fis-3616	27	26	steel	steel	NOUN
fis-3616	27	27	tube	tube	NOUN
fis-3616	27	28	.	.	PUNCT
fis-3616	28	1	this	this	DET
fis-3616	28	2	confinement	confinement	NOUN
fis-3616	28	3	would	would	AUX
fis-3616	28	4	be	be	AUX
fis-3616	28	5	passive	passive	ADJ
fis-3616	28	6	in	in	ADP
fis-3616	28	7	nature	nature	NOUN
fis-3616	28	8	and	and	CCONJ
fis-3616	28	9	could	could	AUX
fis-3616	28	10	improve	improve	VERB
fis-3616	28	11	the	the	DET
fis-3616	28	12	strength	strength	NOUN
fis-3616	28	13	and	and	CCONJ
fis-3616	28	14	ductility	ductility	NOUN
fis-3616	28	15	of	of	ADP
fis-3616	28	16	the	the	DET
fis-3616	28	17	concrete	concrete	NOUN
fis-3616	28	18	.	.	PUNCT
fis-3616	29	1	we	we	PRON
fis-3616	29	2	assume	assume	VERB
fis-3616	29	3	that	that	SCONJ
fis-3616	29	4	the	the	DET
fis-3616	29	5	confined	confine	VERB
fis-3616	29	6	concrete	concrete	NOUN
fis-3616	29	7	is	be	AUX
fis-3616	29	8	in	in	ADP
fis-3616	29	9	a	a	DET
fis-3616	29	10	triaxial	triaxial	ADJ
fis-3616	29	11	stress	stress	NOUN
fis-3616	29	12	state	state	NOUN
fis-3616	30	1	[	[	X
fis-3616	30	2	11	11	NUM
fis-3616	30	3	]	]	PUNCT
fis-3616	30	4	,	,	PUNCT
fis-3616	30	5	and	and	CCONJ
fis-3616	30	6	that	that	SCONJ
fis-3616	30	7	the	the	DET
fis-3616	30	8	steel	steel	NOUN
fis-3616	30	9	is	be	AUX
fis-3616	30	10	in	in	ADP
fis-3616	30	11	a	a	DET
fis-3616	30	12	biaxial	biaxial	ADJ
fis-3616	30	13	state	state	NOUN
fis-3616	30	14	after	after	SCONJ
fis-3616	30	15	the	the	DET
fis-3616	30	16	interaction	interaction	NOUN
fis-3616	30	17	between	between	ADP
fis-3616	30	18	the	the	DET
fis-3616	30	19	two	two	NUM
fis-3616	30	20	components	component	NOUN
fis-3616	30	21	has	have	AUX
fis-3616	30	22	occurred	occur	VERB
fis-3616	30	23	.	.	PUNCT
fis-3616	31	1	finite	finite	PROPN
fis-3616	31	2	element	element	NOUN
fis-3616	31	3	analysis	analysis	NOUN
fis-3616	31	4	is	be	AUX
fis-3616	31	5	a	a	DET
fis-3616	31	6	method	method	NOUN
fis-3616	31	7	that	that	PRON
fis-3616	31	8	is	be	AUX
fis-3616	31	9	being	be	AUX
fis-3616	31	10	increasingly	increasingly	ADV
fis-3616	31	11	used	use	VERB
fis-3616	31	12	because	because	SCONJ
fis-3616	31	13	it	it	PRON
fis-3616	31	14	allows	allow	VERB
fis-3616	31	15	taking	take	VERB
fis-3616	31	16	into	into	ADP
fis-3616	31	17	account	account	NOUN
fis-3616	31	18	the	the	DET
fis-3616	31	19	composite	composite	ADJ
fis-3616	31	20	action	action	NOUN
fis-3616	31	21	providing	provide	VERB
fis-3616	31	22	that	that	SCONJ
fis-3616	31	23	a	a	DET
fis-3616	31	24	rational	rational	ADJ
fis-3616	31	25	and	and	CCONJ
fis-3616	31	26	accurate	accurate	ADJ
fis-3616	31	27	concrete	concrete	ADJ
fis-3616	31	28	model	model	NOUN
fis-3616	31	29	is	be	AUX
fis-3616	31	30	available	available	ADJ
fis-3616	31	31	to	to	PART
fis-3616	31	32	describe	describe	VERB
fis-3616	31	33	the	the	DET
fis-3616	31	34	behavior	behavior	NOUN
fis-3616	31	35	of	of	ADP
fis-3616	31	36	concrete	concrete	NOUN
fis-3616	31	37	under	under	ADP
fis-3616	31	38	passive	passive	ADJ
fis-3616	31	39	confinement	confinement	NOUN
fis-3616	31	40	.	.	PUNCT
fis-3616	32	1	t	t	PROPN
fis-3616	32	2	y.	y.	PROPN
fis-3616	32	3	boulmaali	boulmaali	VERB
fis-3616	32	4	-	-	PUNCT
fis-3616	32	5	hacene	hacene	PROPN
fis-3616	32	6	chaouche	chaouche	NOUN
fis-3616	32	7	et	et	PROPN
fis-3616	32	8	alii	alii	PROPN
fis-3616	32	9	,	,	PUNCT
fis-3616	32	10	frattura	frattura	PROPN
fis-3616	32	11	ed	ed	PROPN
fis-3616	32	12	integrità	integrità	PROPN
fis-3616	32	13	strutturale	strutturale	PROPN
fis-3616	32	14	,	,	PUNCT
fis-3616	32	15	61	61	NUM
fis-3616	32	16	(	(	PUNCT
fis-3616	32	17	2022	2022	NUM
fis-3616	32	18	)	)	PUNCT
fis-3616	32	19	61	61	NUM
fis-3616	32	20	-	-	SYM
fis-3616	32	21	106	106	NUM
fis-3616	32	22	;	;	PUNCT
fis-3616	32	23	doi	doi	NOUN
fis-3616	32	24	:	:	PUNCT
fis-3616	32	25	10.3221	10.3221	NUM
fis-3616	32	26	/	/	SYM
fis-3616	32	27	igf	igf	PROPN
fis-3616	32	28	-	-	ADJ
fis-3616	32	29	esis.62.07	esis.62.07	ADJ
fis-3616	32	30	93	93	NUM
fis-3616	32	31	this	this	DET
fis-3616	32	32	observation	observation	NOUN
fis-3616	32	33	led	lead	VERB
fis-3616	32	34	us	we	PRON
fis-3616	32	35	to	to	PART
fis-3616	32	36	study	study	VERB
fis-3616	32	37	the	the	DET
fis-3616	32	38	different	different	ADJ
fis-3616	32	39	laws	law	NOUN
fis-3616	32	40	of	of	ADP
fis-3616	32	41	behavior	behavior	NOUN
fis-3616	32	42	of	of	ADP
fis-3616	32	43	steel	steel	NOUN
fis-3616	32	44	perfect	perfect	ADJ
fis-3616	32	45	elasto	elasto	NOUN
fis-3616	32	46	-	-	PUNCT
fis-3616	32	47	plasticity	plasticity	NOUN
fis-3616	32	48	,	,	PUNCT
fis-3616	32	49	elasto	elasto	NOUN
fis-3616	32	50	-	-	PUNCT
fis-3616	32	51	plasticity	plasticity	NOUN
fis-3616	32	52	with	with	ADP
fis-3616	32	53	multilinear	multilinear	NOUN
fis-3616	32	54	strain	strain	NOUN
fis-3616	32	55	hardening	harden	VERB
fis-3616	32	56	and	and	CCONJ
fis-3616	32	57	elasto	elasto	NOUN
fis-3616	32	58	-	-	PUNCT
fis-3616	32	59	plasticity	plasticity	NOUN
fis-3616	32	60	with	with	ADP
fis-3616	32	61	strain	strain	NOUN
fis-3616	32	62	hardening	harden	VERB
fis-3616	32	63	proposed	propose	VERB
fis-3616	32	64	by	by	ADP
fis-3616	32	65	tao	tao	PROPN
fis-3616	32	66	et	et	PROPN
fis-3616	32	67	al	al	PROPN
fis-3616	33	1	[	[	X
fis-3616	33	2	12	12	NUM
fis-3616	33	3	]	]	PUNCT
fis-3616	33	4	,	,	PUNCT
fis-3616	33	5	for	for	ADP
fis-3616	33	6	which	which	PRON
fis-3616	33	7	we	we	PRON
fis-3616	33	8	studied	study	VERB
fis-3616	33	9	a	a	DET
fis-3616	33	10	number	number	NOUN
fis-3616	33	11	of	of	ADP
fis-3616	33	12	models	model	NOUN
fis-3616	33	13	for	for	ADP
fis-3616	33	14	which	which	PRON
fis-3616	33	15	we	we	PRON
fis-3616	33	16	varied	vary	VERB
fis-3616	33	17	some	some	DET
fis-3616	33	18	geometric	geometric	ADJ
fis-3616	33	19	and	and	CCONJ
fis-3616	33	20	physical	physical	ADJ
fis-3616	33	21	characteristics	characteristic	NOUN
fis-3616	33	22	in	in	ADP
fis-3616	33	23	order	order	NOUN
fis-3616	33	24	to	to	PART
fis-3616	33	25	highlight	highlight	VERB
fis-3616	33	26	the	the	DET
fis-3616	33	27	behavior	behavior	NOUN
fis-3616	33	28	and	and	CCONJ
fis-3616	33	29	the	the	DET
fis-3616	33	30	evolution	evolution	NOUN
fis-3616	33	31	of	of	ADP
fis-3616	33	32	the	the	DET
fis-3616	33	33	results	result	NOUN
fis-3616	33	34	obtained	obtain	VERB
fis-3616	33	35	during	during	ADP
fis-3616	33	36	our	our	PRON
fis-3616	33	37	simulations	simulation	NOUN
fis-3616	33	38	theoretical	theoretical	ADJ
fis-3616	33	39	aspect	aspect	NOUN
fis-3616	33	40	n	n	PRON
fis-3616	33	41	order	order	NOUN
fis-3616	33	42	to	to	PART
fis-3616	33	43	describe	describe	VERB
fis-3616	33	44	,	,	PUNCT
fis-3616	33	45	with	with	ADP
fis-3616	33	46	more	more	ADV
fis-3616	33	47	or	or	CCONJ
fis-3616	33	48	less	less	ADJ
fis-3616	33	49	accuracy	accuracy	NOUN
fis-3616	33	50	,	,	PUNCT
fis-3616	33	51	the	the	DET
fis-3616	33	52	behavior	behavior	NOUN
fis-3616	33	53	in	in	ADP
fis-3616	33	54	nonlinear	nonlinear	ADJ
fis-3616	33	55	analysis	analysis	NOUN
fis-3616	33	56	of	of	ADP
fis-3616	33	57	an	an	DET
fis-3616	33	58	element	element	NOUN
fis-3616	33	59	or	or	CCONJ
fis-3616	33	60	a	a	DET
fis-3616	33	61	structure	structure	NOUN
fis-3616	33	62	,	,	PUNCT
fis-3616	33	63	related	relate	VERB
fis-3616	33	64	to	to	ADP
fis-3616	33	65	the	the	DET
fis-3616	33	66	transition	transition	NOUN
fis-3616	33	67	from	from	ADP
fis-3616	33	68	an	an	DET
fis-3616	33	69	elastic	elastic	ADJ
fis-3616	33	70	state	state	NOUN
fis-3616	33	71	to	to	ADP
fis-3616	33	72	an	an	DET
fis-3616	33	73	elasto	elasto	NOUN
fis-3616	33	74	-	-	PUNCT
fis-3616	33	75	plastic	plastic	NOUN
fis-3616	33	76	state	state	NOUN
fis-3616	33	77	,	,	PUNCT
fis-3616	33	78	it	it	PRON
fis-3616	33	79	is	be	AUX
fis-3616	33	80	necessary	necessary	ADJ
fis-3616	33	81	to	to	PART
fis-3616	33	82	study	study	VERB
fis-3616	33	83	these	these	DET
fis-3616	33	84	phenomena	phenomenon	NOUN
fis-3616	33	85	from	from	ADP
fis-3616	33	86	the	the	DET
fis-3616	33	87	theoretical	theoretical	ADJ
fis-3616	33	88	point	point	NOUN
fis-3616	33	89	of	of	ADP
fis-3616	33	90	view	view	NOUN
fis-3616	33	91	.	.	PUNCT
fis-3616	34	1	indeed	indeed	ADV
fis-3616	34	2	,	,	PUNCT
fis-3616	34	3	different	different	ADJ
fis-3616	34	4	"	"	PUNCT
fis-3616	34	5	stress	stress	NOUN
fis-3616	34	6	-	-	PUNCT
fis-3616	34	7	strain	strain	NOUN
fis-3616	34	8	"	"	PUNCT
fis-3616	34	9	curves	curve	NOUN
fis-3616	34	10	(	(	PUNCT
fis-3616	34	11	σ	σ	PROPN
fis-3616	34	12	ɛ	ɛ	PROPN
fis-3616	34	13	)	)	PUNCT
fis-3616	34	14	representative	representative	NOUN
fis-3616	34	15	of	of	ADP
fis-3616	34	16	the	the	DET
fis-3616	34	17	behavior	behavior	NOUN
fis-3616	34	18	of	of	ADP
fis-3616	34	19	the	the	DET
fis-3616	34	20	models	model	NOUN
fis-3616	34	21	,	,	PUNCT
fis-3616	34	22	which	which	PRON
fis-3616	34	23	recommended	recommend	VERB
fis-3616	34	24	by	by	ADP
fis-3616	34	25	many	many	ADJ
fis-3616	34	26	researchers	researcher	NOUN
fis-3616	34	27	,	,	PUNCT
fis-3616	34	28	have	have	AUX
fis-3616	34	29	been	be	AUX
fis-3616	34	30	used	use	VERB
fis-3616	34	31	for	for	ADP
fis-3616	34	32	the	the	DET
fis-3616	34	33	steel	steel	NOUN
fis-3616	34	34	material	material	NOUN
fis-3616	34	35	.	.	PUNCT
fis-3616	35	1	the	the	DET
fis-3616	35	2	first	first	ADJ
fis-3616	35	3	model	model	NOUN
fis-3616	35	4	is	be	AUX
fis-3616	35	5	that	that	PRON
fis-3616	35	6	of	of	ADP
fis-3616	35	7	the	the	DET
fis-3616	35	8	steel	steel	NOUN
fis-3616	35	9	with	with	ADP
fis-3616	35	10	perfect	perfect	ADJ
fis-3616	35	11	elasto	elasto	NOUN
fis-3616	35	12	-	-	PUNCT
fis-3616	35	13	plastic	plastic	NOUN
fis-3616	35	14	behavior	behavior	NOUN
fis-3616	35	15	represented	represent	VERB
fis-3616	35	16	by	by	ADP
fis-3616	35	17	fig	fig	NOUN
fis-3616	35	18	.	.	PUNCT
fis-3616	36	1	1	1	NUM
fis-3616	36	2	-	-	SYM
fis-3616	36	3	a	a	NOUN
fis-3616	36	4	,	,	PUNCT
fis-3616	36	5	for	for	ADP
fis-3616	36	6	which	which	PRON
fis-3616	36	7	the	the	DET
fis-3616	36	8	hardening	hardening	NOUN
fis-3616	36	9	of	of	ADP
fis-3616	36	10	the	the	DET
fis-3616	36	11	material	material	NOUN
fis-3616	36	12	is	be	AUX
fis-3616	36	13	neglected	neglect	VERB
fis-3616	36	14	in	in	ADP
fis-3616	36	15	order	order	NOUN
fis-3616	36	16	to	to	PART
fis-3616	36	17	simplify	simplify	VERB
fis-3616	36	18	the	the	DET
fis-3616	36	19	analytical	analytical	ADJ
fis-3616	36	20	resolution	resolution	NOUN
fis-3616	36	21	of	of	ADP
fis-3616	36	22	the	the	DET
fis-3616	36	23	problems	problem	NOUN
fis-3616	36	24	inherent	inherent	ADJ
fis-3616	36	25	to	to	ADP
fis-3616	36	26	the	the	DET
fis-3616	36	27	plasticity	plasticity	NOUN
fis-3616	36	28	of	of	ADP
fis-3616	36	29	the	the	DET
fis-3616	36	30	materials	material	NOUN
fis-3616	36	31	,	,	PUNCT
fis-3616	36	32	for	for	ADP
fis-3616	36	33	this	this	DET
fis-3616	36	34	model	model	NOUN
fis-3616	36	35	es	es	NOUN
fis-3616	36	36	is	be	AUX
fis-3616	36	37	the	the	DET
fis-3616	36	38	elasticity	elasticity	NOUN
fis-3616	36	39	modulus	modulus	NOUN
fis-3616	36	40	of	of	ADP
fis-3616	36	41	the	the	DET
fis-3616	36	42	used	used	ADJ
fis-3616	36	43	steel	steel	NOUN
fis-3616	36	44	.	.	PUNCT
fis-3616	37	1	the	the	DET
fis-3616	37	2	second	second	ADJ
fis-3616	37	3	one	one	NOUN
fis-3616	37	4	represents	represent	VERB
fis-3616	37	5	the	the	DET
fis-3616	37	6	elasto	elasto	NOUN
fis-3616	37	7	-	-	PUNCT
fis-3616	37	8	plastic	plastic	NOUN
fis-3616	37	9	behavior	behavior	NOUN
fis-3616	37	10	with	with	ADP
fis-3616	37	11	multilinear	multilinear	NOUN
fis-3616	37	12	hardening	hardening	NOUN
fis-3616	37	13	,	,	PUNCT
fis-3616	37	14	which	which	PRON
fis-3616	37	15	takes	take	VERB
fis-3616	37	16	into	into	ADP
fis-3616	37	17	account	account	NOUN
fis-3616	37	18	the	the	DET
fis-3616	37	19	hardening	hardening	NOUN
fis-3616	37	20	of	of	ADP
fis-3616	37	21	the	the	DET
fis-3616	37	22	material	material	NOUN
fis-3616	37	23	due	due	ADP
fis-3616	37	24	to	to	ADP
fis-3616	37	25	its	its	PRON
fis-3616	37	26	ductility	ductility	NOUN
fis-3616	37	27	and	and	CCONJ
fis-3616	37	28	therefore	therefore	ADV
fis-3616	37	29	is	be	AUX
fis-3616	37	30	closer	close	ADJ
fis-3616	37	31	to	to	ADP
fis-3616	37	32	reality	reality	NOUN
fis-3616	37	33	fig	fig	NOUN
fis-3616	37	34	.	.	PUNCT
fis-3616	38	1	1	1	NUM
fis-3616	38	2	-	-	PUNCT
fis-3616	38	3	b.	b.	PROPN
fis-3616	38	4	(	(	PUNCT
fis-3616	38	5	a	a	NOUN
fis-3616	38	6	)	)	PUNCT
fis-3616	38	7	(	(	PUNCT
fis-3616	38	8	b	b	X
fis-3616	38	9	)	)	PUNCT
fis-3616	38	10	figure	figure	NOUN
fis-3616	38	11	1	1	NUM
fis-3616	38	12	:	:	PUNCT
fis-3616	38	13	stress	stress	NOUN
fis-3616	38	14	-	-	PUNCT
fis-3616	38	15	strain	strain	NOUN
fis-3616	38	16	relation	relation	NOUN
fis-3616	38	17	for	for	ADP
fis-3616	38	18	steel	steel	NOUN
fis-3616	38	19	tube	tube	NOUN
fis-3616	38	20	(	(	PUNCT
fis-3616	38	21	a	a	X
fis-3616	38	22	)	)	PUNCT
fis-3616	38	23	perfect	perfect	ADJ
fis-3616	38	24	elasto	elasto	NOUN
fis-3616	38	25	-	-	PUNCT
fis-3616	38	26	plastic	plastic	NOUN
fis-3616	38	27	,	,	PUNCT
fis-3616	38	28	(	(	PUNCT
fis-3616	38	29	b	b	X
fis-3616	38	30	)	)	PUNCT
fis-3616	38	31	elasto	elasto	NOUN
fis-3616	38	32	-	-	PUNCT
fis-3616	38	33	plastic	plastic	NOUN
fis-3616	38	34	with	with	ADP
fis-3616	38	35	multi	multi	ADJ
fis-3616	38	36	-	-	ADJ
fis-3616	38	37	linear	linear	ADJ
fis-3616	38	38	hardening	hardening	NOUN
fis-3616	38	39	[	[	X
fis-3616	38	40	5	5	NUM
fis-3616	38	41	]	]	PUNCT
fis-3616	38	42	.	.	PUNCT
fis-3616	39	1	figure	figure	NOUN
fis-3616	39	2	2	2	NUM
fis-3616	39	3	:	:	PUNCT
fis-3616	39	4	stress	stress	NOUN
fis-3616	39	5	-	-	PUNCT
fis-3616	39	6	strain	strain	NOUN
fis-3616	39	7	(	(	PUNCT
fis-3616	39	8	σ	σ	PROPN
fis-3616	39	9	ε	ε	PROPN
fis-3616	39	10	)	)	PUNCT
fis-3616	39	11	model	model	NOUN
fis-3616	39	12	proposed	propose	VERB
fis-3616	39	13	by	by	ADP
fis-3616	39	14	tao	tao	PROPN
fis-3616	39	15	et	et	PROPN
fis-3616	39	16	al.for	al.for	PROPN
fis-3616	39	17	structural	structural	ADJ
fis-3616	39	18	steel	steel	NOUN
fis-3616	40	1	[	[	X
fis-3616	40	2	12	12	NUM
fis-3616	40	3	]	]	PUNCT
fis-3616	40	4	.	.	PUNCT
fis-3616	41	1	i	i	PRON
fis-3616	41	2	y.	y.	PROPN
fis-3616	41	3	boulmaali	boulmaali	VERB
fis-3616	41	4	-	-	PUNCT
fis-3616	41	5	hacene	hacene	PROPN
fis-3616	41	6	chaouche	chaouche	NOUN
fis-3616	41	7	et	et	PROPN
fis-3616	41	8	alii	alii	PROPN
fis-3616	41	9	,	,	PUNCT
fis-3616	41	10	frattura	frattura	PROPN
fis-3616	41	11	ed	ed	PROPN
fis-3616	41	12	integrità	integrità	PROPN
fis-3616	41	13	strutturale	strutturale	PROPN
fis-3616	41	14	,	,	PUNCT
fis-3616	41	15	61	61	NUM
fis-3616	41	16	(	(	PUNCT
fis-3616	41	17	2022	2022	NUM
fis-3616	41	18	)	)	PUNCT
fis-3616	41	19	61	61	NUM
fis-3616	41	20	-	-	SYM
fis-3616	41	21	106	106	NUM
fis-3616	41	22	;	;	PUNCT
fis-3616	41	23	doi	doi	NOUN
fis-3616	41	24	:	:	PUNCT
fis-3616	41	25	10.3221	10.3221	NUM
fis-3616	41	26	/	/	SYM
fis-3616	41	27	igf	igf	PROPN
fis-3616	41	28	-	-	ADJ
fis-3616	41	29	esis.62.07	esis.62.07	ADJ
fis-3616	41	30	94	94	NUM
fis-3616	42	1	the	the	DET
fis-3616	42	2	third	third	ADJ
fis-3616	42	3	model	model	NOUN
fis-3616	42	4	,	,	PUNCT
fis-3616	42	5	is	be	AUX
fis-3616	42	6	represented	represent	VERB
fis-3616	42	7	by	by	ADP
fis-3616	42	8	a	a	DET
fis-3616	42	9	steel	steel	NOUN
fis-3616	42	10	behavior	behavior	NOUN
fis-3616	42	11	law	law	NOUN
fis-3616	42	12	proposed	propose	VERB
fis-3616	42	13	by	by	ADP
fis-3616	42	14	tao	tao	PROPN
fis-3616	42	15	et	et	PROPN
fis-3616	42	16	al	al	PROPN
fis-3616	43	1	[	[	X
fis-3616	43	2	12	12	NUM
fis-3616	43	3	]	]	X
fis-3616	43	4	(	(	PUNCT
fis-3616	43	5	fig	fig	NOUN
fis-3616	43	6	.	.	PUNCT
fis-3616	43	7	2	2	NUM
fis-3616	43	8	)	)	PUNCT
fis-3616	43	9	.	.	PUNCT
fis-3616	44	1	the	the	DET
fis-3616	44	2	𝜎	𝜎	PROPN
fis-3616	44	3	𝜀	𝜀	PROPN
fis-3616	44	4	curve	curve	NOUN
fis-3616	44	5	determining	determine	VERB
fis-3616	44	6	this	this	DET
fis-3616	44	7	type	type	NOUN
fis-3616	44	8	of	of	ADP
fis-3616	44	9	steel	steel	NOUN
fis-3616	44	10	,	,	PUNCT
fis-3616	44	11	is	be	AUX
fis-3616	44	12	given	give	VERB
fis-3616	44	13	by	by	ADP
fis-3616	44	14	the	the	DET
fis-3616	44	15	model	model	NOUN
fis-3616	44	16	that	that	PRON
fis-3616	44	17	was	be	AUX
fis-3616	44	18	proposed	propose	VERB
fis-3616	44	19	by	by	ADP
fis-3616	44	20	tao	tao	PROPN
fis-3616	44	21	et	et	PROPN
fis-3616	44	22	al	al	PROPN
fis-3616	45	1	[	[	X
fis-3616	45	2	12	12	NUM
fis-3616	45	3	]	]	PUNCT
fis-3616	45	4	for	for	ADP
fis-3616	45	5	structural	structural	ADJ
fis-3616	45	6	steel	steel	NOUN
fis-3616	45	7	with	with	ADP
fis-3616	45	8	𝑓	𝑓	DET
fis-3616	45	9	value	value	NOUN
fis-3616	45	10	varying	vary	VERB
fis-3616	45	11	from	from	ADP
fis-3616	45	12	200	200	NUM
fis-3616	45	13	mpa	mpa	NOUN
fis-3616	45	14	to	to	ADP
fis-3616	45	15	800	800	NUM
fis-3616	45	16	mpa	mpa	NOUN
fis-3616	45	17	.	.	PUNCT
fis-3616	46	1	this	this	DET
fis-3616	46	2	model	model	NOUN
fis-3616	46	3	was	be	AUX
fis-3616	46	4	used	use	VERB
fis-3616	46	5	to	to	PART
fis-3616	46	6	simulate	simulate	VERB
fis-3616	46	7	the	the	DET
fis-3616	46	8	steel	steel	NOUN
fis-3616	46	9	for	for	ADP
fis-3616	46	10	cfst	cfst	ADJ
fis-3616	46	11	circular	circular	ADJ
fis-3616	46	12	columns	column	NOUN
fis-3616	46	13	,	,	PUNCT
fis-3616	46	14	which	which	PRON
fis-3616	46	15	are	be	AUX
fis-3616	46	16	calculated	calculate	VERB
fis-3616	46	17	as	as	SCONJ
fis-3616	46	18	follows	follow	VERB
fis-3616	46	19	:	:	PUNCT
fis-3616	46	20			PROPN
fis-3616	46	21			PROPN
fis-3616	46	22			PROPN
fis-3616	46	23			PROPN
fis-3616	46	24			NOUN
fis-3616	46	25			ADP
fis-3616	46	26			NUM
fis-3616	46	27			NUM
fis-3616	46	28			NUM
fis-3616	46	29			NOUN
fis-3616	46	30			NOUN
fis-3616	47	1			PROPN
fis-3616	47	2			NOUN
fis-3616	47	3			PROPN
fis-3616	47	4			PROPN
fis-3616	47	5			PROPN
fis-3616	47	6			SYM
fis-3616	47	7			PROPN
fis-3616	47	8			PROPN
fis-3616	47	9			PROPN
fis-3616	47	10			NOUN
fis-3616	47	11	(	(	PUNCT
fis-3616	47	12	)	)	PUNCT
fis-3616	47	13	s	s	VERB
fis-3616	47	14	y	y	PROPN
fis-3616	47	15	u	u	X
fis-3616	47	16	u	u	NOUN
fis-3616	47	17	u	u	NOUN
fis-3616	47	18	y	y	PROPN
fis-3616	47	19	u	u	X
fis-3616	47	20	p	p	NOUN
fis-3616	47	21	u	u	X
fis-3616	47	22	e	e	NOUN
fis-3616	47	23	f	f	NOUN
fis-3616	47	24	f	f	PROPN
fis-3616	47	25	f	f	PROPN
fis-3616	47	26	f	f	PROPN
fis-3616	47	27	f	f	PROPN
fis-3616	47	28			PROPN
fis-3616	47	29			PROPN
fis-3616	47	30			PROPN
fis-3616	47	31			PROPN
fis-3616	47	32			PROPN
fis-3616	47	33			PROPN
fis-3616	47	34			PROPN
fis-3616	47	35			PROPN
fis-3616	47	36			PROPN
fis-3616	47	37			PROPN
fis-3616	47	38			VERB
fis-3616	47	39			NOUN
fis-3616	47	40			NOUN
fis-3616	47	41			NOUN
fis-3616	47	42			NOUN
fis-3616	47	43			NOUN
fis-3616	47	44			NUM
fis-3616	47	45	0	0	PUNCT
fis-3616	48	1	y	y	PROPN
fis-3616	48	2	y	y	PROPN
fis-3616	48	3	p	p	X
fis-3616	48	4	py	py	PROPN
fis-3616	48	5	u	u	PROPN
fis-3616	48	6	u	u	NOUN
fis-3616	48	7	(	(	PUNCT
fis-3616	48	8	1	1	NUM
fis-3616	48	9	)	)	PUNCT
fis-3616	48	10	where	where	SCONJ
fis-3616	48	11	uf	uf	PROPN
fis-3616	48	12	is	be	AUX
fis-3616	48	13	the	the	DET
fis-3616	48	14	ultimate	ultimate	ADJ
fis-3616	48	15	strength	strength	NOUN
fis-3616	48	16	;	;	PUNCT
fis-3616	48	17			PROPN
fis-3616	48	18	y	y	PROPN
fis-3616	48	19	is	be	AUX
fis-3616	48	20	the	the	DET
fis-3616	48	21	yield	yield	NOUN
fis-3616	48	22	strain	strain	NOUN
fis-3616	48	23	,	,	PUNCT
fis-3616	48	24			PROPN
fis-3616	48	25			NUM
fis-3616	48	26	/y	/y	PUNCT
fis-3616	49	1	y	y	PROPN
fis-3616	49	2	sf	sf	PROPN
fis-3616	49	3	e	e	PROPN
fis-3616	49	4	;	;	PUNCT
fis-3616	49	5			PROPN
fis-3616	49	6	p	p	NOUN
fis-3616	49	7	is	be	AUX
fis-3616	49	8	the	the	DET
fis-3616	49	9	strain	strain	NOUN
fis-3616	49	10	at	at	ADP
fis-3616	49	11	the	the	DET
fis-3616	49	12	onset	onset	NOUN
fis-3616	49	13	of	of	ADP
fis-3616	49	14	strain	strain	NOUN
fis-3616	49	15	hardening	harden	VERB
fis-3616	49	16	;	;	PUNCT
fis-3616	49	17	u	u	NOUN
fis-3616	49	18	is	be	AUX
fis-3616	49	19	t	t	PROPN
fis-3616	49	20	ultimate	ultimate	ADJ
fis-3616	49	21	strain	strain	NOUN
fis-3616	49	22	corresponding	correspond	VERB
fis-3616	49	23	to	to	ADP
fis-3616	49	24	the	the	DET
fis-3616	49	25	ultimate	ultimate	ADJ
fis-3616	49	26	strength	strength	NOUN
fis-3616	49	27	,	,	PUNCT
fis-3616	49	28	p	p	PROPN
fis-3616	49	29	is	be	AUX
fis-3616	49	30	the	the	DET
fis-3616	49	31	strain	strain	NOUN
fis-3616	49	32	-	-	PUNCT
fis-3616	49	33	hardening	harden	VERB
fis-3616	49	34	exponent	exponent	NOUN
fis-3616	49	35	,	,	PUNCT
fis-3616	49	36	which	which	PRON
fis-3616	49	37	can	can	AUX
fis-3616	49	38	be	be	AUX
fis-3616	49	39	determined	determine	VERB
fis-3616	49	40	by	by	ADP
fis-3616	49	41	:	:	PUNCT
fis-3616	49	42			PROPN
fis-3616	49	43			PROPN
fis-3616	49	44			PROPN
fis-3616	49	45			PROPN
fis-3616	49	46			PROPN
fis-3616	49	47			PROPN
fis-3616	49	48			PROPN
fis-3616	50	1			PROPN
fis-3616	50	2			NUM
fis-3616	50	3	u	u	NOUN
fis-3616	50	4	p	p	X
fis-3616	50	5	p	p	X
fis-3616	50	6	u	u	X
fis-3616	50	7	y	y	PROPN
fis-3616	50	8	p	p	X
fis-3616	50	9	e	e	PROPN
fis-3616	50	10	f	f	PROPN
fis-3616	50	11	f	f	PROPN
fis-3616	50	12	(	(	PUNCT
fis-3616	50	13	2	2	NUM
fis-3616	50	14	)	)	PUNCT
fis-3616	50	15	where	where	SCONJ
fis-3616	50	16	pe	pe	PROPN
fis-3616	50	17	is	be	AUX
fis-3616	50	18	the	the	DET
fis-3616	50	19	initial	initial	ADJ
fis-3616	50	20	modulus	modulus	NOUN
fis-3616	50	21	of	of	ADP
fis-3616	50	22	elasticity	elasticity	NOUN
fis-3616	50	23	at	at	ADP
fis-3616	50	24	the	the	DET
fis-3616	50	25	beginning	beginning	NOUN
fis-3616	50	26	of	of	ADP
fis-3616	50	27	strain	strain	NOUN
fis-3616	50	28	-	-	PUNCT
fis-3616	50	29	hardening	hardening	NOUN
fis-3616	50	30	and	and	CCONJ
fis-3616	50	31	can	can	AUX
fis-3616	50	32	be	be	AUX
fis-3616	50	33	taken	take	VERB
fis-3616	50	34	to	to	PART
fis-3616	50	35	be	be	AUX
fis-3616	50	36	equal	equal	ADJ
fis-3616	50	37	to	to	ADP
fis-3616	50	38	0.02	0.02	NUM
fis-3616	50	39	se	se	X
fis-3616	50	40			PROPN
fis-3616	50	41	p	p	NOUN
fis-3616	50	42	and	and	CCONJ
fis-3616	50	43	u	u	NOUN
fis-3616	50	44	are	be	AUX
fis-3616	50	45	determined	determine	VERB
fis-3616	50	46	using	use	VERB
fis-3616	50	47	the	the	DET
fis-3616	50	48	equations	equation	NOUN
fis-3616	50	49	below	below	ADP
fis-3616	50	50	:	:	PUNCT
fis-3616	50	51			PROPN
fis-3616	50	52			PROPN
fis-3616	50	53			PROPN
fis-3616	50	54			NOUN
fis-3616	51	1			PROPN
fis-3616	51	2			PROPN
fis-3616	51	3			NOUN
fis-3616	51	4			ADJ
fis-3616	51	5	15	15	NUM
fis-3616	51	6	15	15	NUM
fis-3616	51	7	0.018	0.018	NUM
fis-3616	51	8	(	(	PUNCT
fis-3616	51	9	300	300	NUM
fis-3616	51	10	)	)	PUNCT
fis-3616	51	11	y	y	PROPN
fis-3616	51	12	p	p	X
fis-3616	51	13	y	y	PROPN
fis-3616	51	14	yf	yf	ADJ
fis-3616	51	15			PROPN
fis-3616	51	16			PROPN
fis-3616	51	17			NOUN
fis-3616	51	18	300	300	NUM
fis-3616	51	19	300	300	NUM
fis-3616	51	20	800	800	NUM
fis-3616	51	21	y	y	NOUN
fis-3616	51	22	y	y	PROPN
fis-3616	51	23	f	f	PROPN
fis-3616	51	24	mpa	mpa	PROPN
fis-3616	51	25	mpa	mpa	PROPN
fis-3616	51	26	f	f	PROPN
fis-3616	51	27	mpa	mpa	PROPN
fis-3616	51	28	(	(	PUNCT
fis-3616	51	29	3	3	NUM
fis-3616	51	30	)	)	PUNCT
fis-3616	51	31			PROPN
fis-3616	51	32			PROPN
fis-3616	51	33			PROPN
fis-3616	51	34			NOUN
fis-3616	51	35			PROPN
fis-3616	51	36			PROPN
fis-3616	51	37			NOUN
fis-3616	51	38			ADJ
fis-3616	51	39	100	100	NUM
fis-3616	51	40	15	15	NUM
fis-3616	51	41	0.015	0.015	NUM
fis-3616	51	42	(	(	PUNCT
fis-3616	51	43	300	300	NUM
fis-3616	51	44	)	)	PUNCT
fis-3616	51	45	y	y	PROPN
fis-3616	51	46	p	p	X
fis-3616	51	47	y	y	PROPN
fis-3616	51	48	yf	yf	ADJ
fis-3616	51	49			PROPN
fis-3616	51	50			PROPN
fis-3616	51	51			NOUN
fis-3616	51	52	300	300	NUM
fis-3616	51	53	300	300	NUM
fis-3616	51	54	800	800	NUM
fis-3616	51	55	y	y	NOUN
fis-3616	51	56	y	y	PROPN
fis-3616	51	57	f	f	PROPN
fis-3616	51	58	mpa	mpa	PROPN
fis-3616	51	59	mpa	mpa	PROPN
fis-3616	51	60	f	f	PROPN
fis-3616	51	61	mpa	mpa	PROPN
fis-3616	51	62	(	(	PUNCT
fis-3616	51	63	4	4	NUM
fis-3616	51	64	)	)	PUNCT
fis-3616	51	65	in	in	ADP
fis-3616	51	66	fig	fig	NOUN
fis-3616	51	67	.	.	PUNCT
fis-3616	52	1	2	2	NUM
fis-3616	52	2	only	only	ADV
fis-3616	52	3	three	three	NUM
fis-3616	52	4	parameters	parameter	NOUN
fis-3616	52	5	,	,	PUNCT
fis-3616	52	6	yield	yield	NOUN
fis-3616	52	7	strength	strength	NOUN
fis-3616	52	8	(	(	PUNCT
fis-3616	52	9	yf	yf	NOUN
fis-3616	52	10	)	)	PUNCT
fis-3616	52	11	,	,	PUNCT
fis-3616	52	12	ultimate	ultimate	ADJ
fis-3616	52	13	strength	strength	NOUN
fis-3616	52	14	(	(	PUNCT
fis-3616	52	15	uf	uf	PROPN
fis-3616	52	16	)	)	PUNCT
fis-3616	52	17	,	,	PUNCT
fis-3616	52	18	and	and	CCONJ
fis-3616	52	19	elastic	elastic	ADJ
fis-3616	52	20	modulus	modulus	NOUN
fis-3616	52	21	(	(	PUNCT
fis-3616	52	22	se	se	X
fis-3616	52	23	)	)	PUNCT
fis-3616	52	24	,	,	PUNCT
fis-3616	52	25	are	be	AUX
fis-3616	52	26	required	require	VERB
fis-3616	52	27	to	to	PART
fis-3616	52	28	determine	determine	VERB
fis-3616	52	29	the	the	DET
fis-3616	52	30	complete	complete	ADJ
fis-3616	52	31	stress	stress	NOUN
fis-3616	52	32	-	-	PUNCT
fis-3616	52	33	strain	strain	NOUN
fis-3616	52	34	curve	curve	NOUN
fis-3616	52	35	.	.	PUNCT
fis-3616	53	1	the	the	DET
fis-3616	53	2	value	value	NOUN
fis-3616	53	3	of	of	ADP
fis-3616	53	4	se	se	PROPN
fis-3616	53	5	is	be	AUX
fis-3616	53	6	equal	equal	ADJ
fis-3616	53	7	to	to	ADP
fis-3616	53	8	210,000	210,000	NUM
fis-3616	53	9	mpa	mpa	NOUN
fis-3616	53	10	for	for	ADP
fis-3616	53	11	the	the	DET
fis-3616	53	12	model	model	NOUN
fis-3616	53	13	developed	develop	VERB
fis-3616	53	14	in	in	ADP
fis-3616	53	15	the	the	DET
fis-3616	53	16	following	following	NOUN
fis-3616	53	17	.	.	PUNCT
fis-3616	54	1	similarly	similarly	ADV
fis-3616	54	2	,	,	PUNCT
fis-3616	54	3	the	the	DET
fis-3616	54	4	following	follow	VERB
fis-3616	54	5	equation	equation	NOUN
fis-3616	54	6	proposed	propose	VERB
fis-3616	54	7	by	by	ADP
fis-3616	54	8	tao	tao	PROPN
fis-3616	54	9	et	et	PROPN
fis-3616	54	10	al	al	PROPN
fis-3616	55	1	[	[	X
fis-3616	55	2	12]was	12]was	PROPN
fis-3616	55	3	used	use	VERB
fis-3616	55	4	to	to	PART
fis-3616	55	5	determine	determine	VERB
fis-3616	55	6	uf	uf	NOUN
fis-3616	55	7	from	from	ADP
fis-3616	55	8	yf	yf	NOUN
fis-3616	55	9	:	:	PUNCT
fis-3616	55	10			NOUN
fis-3616	55	11			SYM
fis-3616	55	12			NOUN
fis-3616	55	13			ADJ
fis-3616	55	14			PROPN
fis-3616	55	15			PROPN
fis-3616	55	16			PROPN
fis-3616	55	17			PROPN
fis-3616	55	18			NOUN
fis-3616	55	19			PROPN
fis-3616	55	20			NOUN
fis-3616	55	21			PROPN
fis-3616	55	22			PROPN
fis-3616	55	23			NUM
fis-3616	55	24			PROPN
fis-3616	55	25			PROPN
fis-3616	55	26			NOUN
fis-3616	55	27			NOUN
fis-3616	55	28	4	4	NUM
fis-3616	55	29	3	3	NUM
fis-3616	55	30	200	200	NUM
fis-3616	55	31	400	400	NUM
fis-3616	55	32	1.6	1.6	NUM
fis-3616	55	33	2	2	NUM
fis-3616	55	34	10	10	NUM
fis-3616	55	35	1.2	1.2	NUM
fis-3616	55	36	3.75	3.75	NUM
fis-3616	55	37	10	10	NUM
fis-3616	56	1	ff	ff	INTJ
fis-3616	56	2	yy	yy	PROPN
fis-3616	56	3	f	f	PROPN
fis-3616	57	1	u	u	INTJ
fis-3616	57	2	ff	ff	VERB
fis-3616	57	3	yy	yy	PROPN
fis-3616	57	4			NOUN
fis-3616	57	5			NOUN
fis-3616	57	6			NOUN
fis-3616	57	7			NOUN
fis-3616	57	8	200	200	NUM
fis-3616	57	9	400	400	NUM
fis-3616	57	10	400	400	NUM
fis-3616	57	11	800	800	NUM
fis-3616	57	12	f	f	NOUN
fis-3616	57	13	y	y	PROPN
fis-3616	57	14	f	f	PROPN
fis-3616	57	15	y	y	PROPN
fis-3616	57	16	mpa	mpa	PROPN
fis-3616	57	17	mpa	mpa	PROPN
fis-3616	57	18	mpa	mpa	PROPN
fis-3616	57	19	mpa	mpa	PROPN
fis-3616	57	20	(	(	PUNCT
fis-3616	57	21	5	5	NUM
fis-3616	57	22	)	)	PUNCT
fis-3616	57	23	for	for	ADP
fis-3616	57	24	the	the	DET
fis-3616	57	25	infill	infill	NOUN
fis-3616	57	26	material	material	NOUN
fis-3616	57	27	which	which	PRON
fis-3616	57	28	is	be	AUX
fis-3616	57	29	concrete	concrete	ADJ
fis-3616	57	30	,	,	PUNCT
fis-3616	57	31	we	we	PRON
fis-3616	57	32	rely	rely	VERB
fis-3616	57	33	on	on	ADP
fis-3616	57	34	the	the	DET
fis-3616	57	35	recommendations	recommendation	NOUN
fis-3616	57	36	of	of	ADP
fis-3616	57	37	eurocode	eurocode	NOUN
fis-3616	57	38	4	4	NUM
fis-3616	57	39	,	,	PUNCT
fis-3616	57	40	as	as	ADV
fis-3616	57	41	well	well	ADV
fis-3616	57	42	as	as	ADP
fis-3616	57	43	those	those	PRON
fis-3616	57	44	proposed	propose	VERB
fis-3616	57	45	by	by	ADP
fis-3616	57	46	mander	mander	PROPN
fis-3616	57	47	et	et	PROPN
fis-3616	57	48	al	al	PROPN
fis-3616	58	1	[	[	X
fis-3616	58	2	17	17	NUM
fis-3616	58	3	]	]	PUNCT
fis-3616	58	4	,	,	PUNCT
fis-3616	58	5	to	to	PART
fis-3616	58	6	describe	describe	VERB
fis-3616	58	7	the	the	DET
fis-3616	58	8	behavior	behavior	NOUN
fis-3616	58	9	of	of	ADP
fis-3616	58	10	confined	confine	VERB
fis-3616	58	11	concrete	concrete	NOUN
fis-3616	58	12	.	.	PUNCT
fis-3616	59	1	the	the	DET
fis-3616	59	2	stress	stress	NOUN
fis-3616	59	3	-	-	PUNCT
fis-3616	59	4	strain	strain	NOUN
fis-3616	59	5	relationship	relationship	NOUN
fis-3616	59	6	of	of	ADP
fis-3616	59	7	unconfined	unconfined	ADJ
fis-3616	59	8	concrete	concrete	NOUN
fis-3616	59	9	is	be	AUX
fis-3616	59	10	shown	show	VERB
fis-3616	59	11	in	in	ADP
fis-3616	59	12	(	(	PUNCT
fis-3616	59	13	fig.3	fig.3	PROPN
fis-3616	59	14	)	)	PUNCT
fis-3616	59	15	,	,	PUNCT
fis-3616	59	16	where	where	SCONJ
fis-3616	59	17	ckf	ckf	NOUN
fis-3616	59	18	.	.	PUNCT
fis-3616	60	1	is	be	AUX
fis-3616	60	2	the	the	DET
fis-3616	60	3	cylindrical	cylindrical	ADJ
fis-3616	60	4	compressive	compressive	ADJ
fis-3616	60	5	strength	strength	NOUN
fis-3616	60	6	of	of	ADP
fis-3616	60	7	concrete	concrete	ADJ
fis-3616	60	8	(	(	PUNCT
fis-3616	60	9	ck	ck	NOUN
fis-3616	60	10	ck	ck	NOUN
fis-3616	60	11	,	,	PUNCT
fis-3616	60	12	cub	cub	VERB
fis-3616	60	13	ck	ck	INTJ
fis-3616	60	14	,	,	PUNCT
fis-3616	60	15	cubf	cubf	NOUN
fis-3616	60	16	0.8f	0.8f	NOUN
fis-3616	60	17	andf	andf	VERB
fis-3616	60	18	.	.	PUNCT
fis-3616	61	1	is	be	AUX
fis-3616	61	2	the	the	DET
fis-3616	61	3	cubic	cubic	ADJ
fis-3616	61	4	compressive	compressive	ADJ
fis-3616	61	5	strength	strength	NOUN
fis-3616	61	6	of	of	ADP
fis-3616	61	7	concrete).	concrete).	PROPN
fis-3616	61	8	ck	ck	INTJ
fis-3616	61	9	.	.	PUNCT
fis-3616	62	1	is	be	AUX
fis-3616	62	2	the	the	DET
fis-3616	62	3	strain	strain	NOUN
fis-3616	62	4	corresponding	correspond	VERB
fis-3616	62	5	to	to	ADP
fis-3616	62	6	 	 	SPACE
fis-3616	62	7	ckf	ckf	NOUN
fis-3616	62	8	.	.	PUNCT
fis-3616	63	1	;	;	PUNCT
fis-3616	63	2	for	for	ADP
fis-3616	63	3	unconfined	unconfined	ADJ
fis-3616	63	4	concrete	concrete	NOUN
fis-3616	63	5	,	,	PUNCT
fis-3616	63	6			PROPN
fis-3616	63	7	ck	ck	INTJ
fis-3616	63	8	.	.	PUNCT
fis-3616	64	1	can	can	AUX
fis-3616	64	2	be	be	AUX
fis-3616	64	3	taken	take	VERB
fis-3616	64	4	y.	y.	PROPN
fis-3616	64	5	boulmaali	boulmaali	VERB
fis-3616	64	6	-	-	PUNCT
fis-3616	64	7	hacene	hacene	PROPN
fis-3616	64	8	chaouche	chaouche	NOUN
fis-3616	64	9	et	et	PROPN
fis-3616	64	10	alii	alii	PROPN
fis-3616	64	11	,	,	PUNCT
fis-3616	64	12	frattura	frattura	PROPN
fis-3616	64	13	ed	ed	PROPN
fis-3616	64	14	integrità	integrità	PROPN
fis-3616	64	15	strutturale	strutturale	PROPN
fis-3616	64	16	,	,	PUNCT
fis-3616	64	17	61	61	NUM
fis-3616	64	18	(	(	PUNCT
fis-3616	64	19	2022	2022	NUM
fis-3616	64	20	)	)	PUNCT
fis-3616	64	21	61	61	NUM
fis-3616	64	22	-	-	SYM
fis-3616	64	23	106	106	NUM
fis-3616	64	24	;	;	PUNCT
fis-3616	64	25	doi	doi	NOUN
fis-3616	64	26	:	:	PUNCT
fis-3616	64	27	10.3221	10.3221	NUM
fis-3616	64	28	/	/	SYM
fis-3616	64	29	igf	igf	PROPN
fis-3616	64	30	-	-	ADJ
fis-3616	64	31	esis.62.07	esis.62.07	ADJ
fis-3616	64	32	95	95	NUM
fis-3616	64	33	equal2	equal2	NOUN
fis-3616	64	34	according	accord	VERB
fis-3616	64	35	to	to	PART
fis-3616	64	36	eurocode	eurocode	VERB
fis-3616	64	37	4	4	NUM
fis-3616	64	38	[	[	NOUN
fis-3616	64	39	8].the	8].the	DET
fis-3616	64	40	stress	stress	NOUN
fis-3616	64	41	-	-	PUNCT
fis-3616	64	42	strain	strain	NOUN
fis-3616	64	43	relationship	relationship	NOUN
fis-3616	64	44	of	of	ADP
fis-3616	64	45	confined	confine	VERB
fis-3616	64	46	concrete	concrete	NOUN
fis-3616	64	47	can	can	AUX
fis-3616	64	48	be	be	AUX
fis-3616	64	49	deduced	deduce	VERB
fis-3616	64	50	from	from	ADP
fis-3616	64	51	the	the	DET
fis-3616	64	52	charteristic	charteristic	ADJ
fis-3616	64	53	parameters	parameter	NOUN
fis-3616	64	54	of	of	ADP
fis-3616	64	55	unconfined	unconfined	ADJ
fis-3616	64	56	concrete	concrete	NOUN
fis-3616	64	57	with	with	ADP
fis-3616	64	58	confining	confine	VERB
fis-3616	64	59	conditions	condition	NOUN
fis-3616	64	60	.	.	PUNCT
fis-3616	65	1	the	the	DET
fis-3616	65	2	stress	stress	NOUN
fis-3616	65	3	-	-	PUNCT
fis-3616	65	4	strain	strain	NOUN
fis-3616	65	5	curve	curve	NOUN
fis-3616	65	6	of	of	ADP
fis-3616	65	7	confined	confine	VERB
fis-3616	65	8	concrete	concrete	NOUN
fis-3616	65	9	is	be	AUX
fis-3616	65	10	shown	show	VERB
fis-3616	65	11	in	in	ADP
fis-3616	65	12	the	the	DET
fis-3616	65	13	(	(	PUNCT
fis-3616	65	14	fig.3).for	fig.3).for	ADP
fis-3616	65	15	concrete	concrete	NOUN
fis-3616	65	16	confined	confine	VERB
fis-3616	65	17	by	by	ADP
fis-3616	65	18	circular	circular	ADJ
fis-3616	65	19	steel	steel	NOUN
fis-3616	65	20	tube	tube	NOUN
fis-3616	65	21	sections	section	NOUN
fis-3616	65	22	,	,	PUNCT
fis-3616	65	23	the	the	DET
fis-3616	65	24	maximum	maximum	ADJ
fis-3616	65	25	strength	strength	NOUN
fis-3616	65	26	ccf	ccf	NOUN
fis-3616	65	27	and	and	CCONJ
fis-3616	65	28	the	the	DET
fis-3616	65	29	corresponding	corresponding	ADJ
fis-3616	65	30	strain	strain	NOUN
fis-3616	65	31			PROPN
fis-3616	65	32	cc	cc	ADP
fis-3616	66	1	[	[	X
fis-3616	66	2	17–19	17–19	NUM
fis-3616	66	3	]	]	PUNCT
fis-3616	66	4	.	.	PUNCT
fis-3616	67	1	figure	figure	VERB
fis-3616	67	2	3	3	NUM
fis-3616	67	3	:	:	PUNCT
fis-3616	67	4	stress	stress	NOUN
fis-3616	67	5	-	-	PUNCT
fis-3616	67	6	strain	strain	NOUN
fis-3616	67	7	curves	curve	NOUN
fis-3616	67	8	of	of	ADP
fis-3616	67	9	concrete	concrete	ADJ
fis-3616	67	10	unconfined	unconfined	ADJ
fis-3616	67	11	and	and	CCONJ
fis-3616	67	12	confined	confine	VERB
fis-3616	67	13	by	by	ADP
fis-3616	67	14	circular	circular	ADJ
fis-3616	67	15	hollow	hollow	ADJ
fis-3616	67	16	sections	section	NOUN
fis-3616	68	1	[	[	X
fis-3616	68	2	17	17	NUM
fis-3616	68	3	]	]	PUNCT
fis-3616	68	4	.	.	PUNCT
fis-3616	69	1	in	in	ADP
fis-3616	69	2	order	order	NOUN
fis-3616	69	3	to	to	PART
fis-3616	69	4	simulate	simulate	VERB
fis-3616	69	5	the	the	DET
fis-3616	69	6	axial	axial	ADJ
fis-3616	69	7	compression	compression	NOUN
fis-3616	69	8	behavior	behavior	NOUN
fis-3616	69	9	of	of	ADP
fis-3616	69	10	tubular	tubular	ADJ
fis-3616	69	11	steel	steel	NOUN
fis-3616	69	12	sections	section	NOUN
fis-3616	69	13	filled	fill	VERB
fis-3616	69	14	with	with	ADP
fis-3616	69	15	concrete	concrete	NOUN
fis-3616	69	16	with	with	ADP
fis-3616	69	17	circular	circular	ADJ
fis-3616	69	18	crosssections	crosssection	NOUN
fis-3616	69	19	and	and	CCONJ
fis-3616	69	20	according	accord	VERB
fis-3616	69	21	to	to	ADP
fis-3616	69	22	the	the	DET
fis-3616	69	23	studies	study	NOUN
fis-3616	69	24	of	of	ADP
fis-3616	69	25	richart	richart	NOUN
fis-3616	69	26	et	et	PROPN
fis-3616	69	27	al	al	PROPN
fis-3616	70	1	[	[	X
fis-3616	70	2	20	20	NUM
fis-3616	70	3	]	]	PUNCT
fis-3616	70	4	,	,	PUNCT
fis-3616	70	5	the	the	DET
fis-3616	70	6	calculation	calculation	NOUN
fis-3616	70	7	formulas	formula	NOUN
fis-3616	70	8	are	be	AUX
fis-3616	70	9	as	as	SCONJ
fis-3616	70	10	follows	follow	VERB
fis-3616	70	11	:	:	PUNCT
fis-3616	70	12			NUM
fis-3616	70	13			ADJ
fis-3616	70	14	1	1	NUM
fis-3616	70	15	1cc	1cc	NOUN
fis-3616	70	16	ckf	ckf	X
fis-3616	70	17	f	f	PROPN
fis-3616	70	18	k	k	PROPN
fis-3616	70	19	f	f	PROPN
fis-3616	70	20	(	(	PUNCT
fis-3616	70	21	6	6	NUM
fis-3616	70	22	)	)	PUNCT
fis-3616	70	23			PROPN
fis-3616	70	24			PROPN
fis-3616	71	1			NOUN
fis-3616	71	2			NOUN
fis-3616	71	3			PROPN
fis-3616	71	4			PROPN
fis-3616	71	5			CCONJ
fis-3616	71	6			PROPN
fis-3616	71	7			NOUN
fis-3616	71	8	1	1	NUM
fis-3616	71	9	21cc	21cc	NOUN
fis-3616	71	10	ck	ck	INTJ
fis-3616	71	11	ck	ck	INTJ
fis-3616	71	12	f	f	PROPN
fis-3616	71	13	k	k	PROPN
fis-3616	71	14	f	f	PROPN
fis-3616	72	1	(	(	PUNCT
fis-3616	73	1	7	7	NUM
fis-3616	73	2	)	)	PUNCT
fis-3616	73	3	for	for	ADP
fis-3616	73	4	ich	ich	NOUN
fis-3616	73	5	the	the	DET
fis-3616	73	6	values	value	NOUN
fis-3616	73	7	of	of	ADP
fis-3616	73	8	1k	1k	NUM
fis-3616	73	9	and	and	CCONJ
fis-3616	73	10	2k	2k	NUM
fis-3616	73	11	are	be	AUX
fis-3616	73	12	4.1	4.1	NUM
fis-3616	73	13	and	and	CCONJ
fis-3616	73	14	20.5	20.5	NUM
fis-3616	73	15	respectively	respectively	ADV
fis-3616	73	16	.	.	PUNCT
fis-3616	74	1	for	for	ADP
fis-3616	74	2	circular	circular	ADJ
fis-3616	74	3	steel	steel	NOUN
fis-3616	74	4	columns	column	NOUN
fis-3616	74	5	filled	fill	VERB
fis-3616	74	6	with	with	ADP
fis-3616	74	7	concrete	concrete	NOUN
fis-3616	74	8	,	,	PUNCT
fis-3616	74	9	b.	b.	PROPN
fis-3616	74	10	kebaili	kebaili	PROPN
fis-3616	75	1	[	[	X
fis-3616	75	2	11	11	NUM
fis-3616	75	3	]	]	PUNCT
fis-3616	75	4	proposed	propose	VERB
fis-3616	75	5	that	that	SCONJ
fis-3616	75	6	the	the	DET
fis-3616	75	7	values	value	NOUN
fis-3616	75	8	of	of	ADP
fis-3616	75	9	lf	lf	INTJ
fis-3616	75	10	be	be	AUX
fis-3616	75	11	determined	determine	VERB
fis-3616	75	12	by	by	ADP
fis-3616	75	13	the	the	DET
fis-3616	75	14	following	follow	VERB
fis-3616	75	15	relationship	relationship	NOUN
fis-3616	75	16	:	:	PUNCT
fis-3616	75	17			NOUN
fis-3616	75	18			PUNCT
fis-3616	76	1			VERB
fis-3616	76	2			NUM
fis-3616	76	3	1	1	ADJ
fis-3616	76	4	2	2	NUM
fis-3616	76	5	0.578	0.578	NUM
fis-3616	76	6	y	y	NOUN
fis-3616	76	7	t	t	PROPN
fis-3616	77	1	f	f	PROPN
fis-3616	77	2	f	f	PROPN
fis-3616	77	3	d	d	PROPN
fis-3616	77	4	for	for	ADP
fis-3616	77	5			NOUN
fis-3616	77	6	21.7	21.7	PROPN
fis-3616	78	1	47	47	NUM
fis-3616	78	2	d	d	NOUN
fis-3616	78	3	t	t	PROPN
fis-3616	78	4	(	(	PUNCT
fis-3616	78	5	8)	8)	NUM
fis-3616	78	6	where	where	SCONJ
fis-3616	78	7	:	:	PUNCT
fis-3616	78	8	d=	d=	NUM
fis-3616	78	9	external	external	ADJ
fis-3616	78	10	diameter	diameter	NOUN
fis-3616	78	11	of	of	ADP
fis-3616	78	12	the	the	DET
fis-3616	78	13	tube	tube	NOUN
fis-3616	78	14	section	section	NOUN
fis-3616	78	15	;	;	PUNCT
fis-3616	78	16	t	t	PROPN
fis-3616	78	17	=	=	SYM
fis-3616	78	18	wall	wall	PROPN
fis-3616	78	19	thickness	thickness	NOUN
fis-3616	78	20	of	of	ADP
fis-3616	78	21	the	the	DET
fis-3616	78	22	steel	steel	NOUN
fis-3616	78	23	tube	tube	NOUN
fis-3616	78	24	;	;	PUNCT
fis-3616	78	25	yf	yf	NOUN
fis-3616	78	26	=	=	NOUN
fis-3616	78	27	yield	yield	NOUN
fis-3616	78	28	strength	strength	NOUN
fis-3616	78	29	of	of	ADP
fis-3616	78	30	the	the	DET
fis-3616	78	31	steel	steel	NOUN
fis-3616	78	32	section	section	NOUN
fis-3616	78	33	.	.	PUNCT
fis-3616	79	1	the	the	DET
fis-3616	79	2	stress	stress	NOUN
fis-3616	79	3	-	-	PUNCT
fis-3616	79	4	strain	strain	NOUN
fis-3616	79	5	curve	curve	NOUN
fis-3616	79	6	of	of	ADP
fis-3616	79	7	confined	confine	VERB
fis-3616	79	8	concrete	concrete	NOUN
fis-3616	79	9	,	,	PUNCT
fis-3616	79	10	as	as	SCONJ
fis-3616	79	11	shown	show	VERB
fis-3616	79	12	in	in	ADP
fis-3616	79	13	fig.3	fig.3	PROPN
fis-3616	79	14	is	be	AUX
fis-3616	79	15	expressed	express	VERB
fis-3616	79	16	in	in	ADP
fis-3616	79	17	three	three	NUM
fis-3616	79	18	parts	part	NOUN
fis-3616	79	19	.	.	PUNCT
fis-3616	80	1	the	the	DET
fis-3616	80	2	first	first	ADJ
fis-3616	80	3	part	part	NOUN
fis-3616	80	4	defines	define	VERB
fis-3616	80	5	the	the	DET
fis-3616	80	6	linear	linear	ADJ
fis-3616	80	7	property	property	NOUN
fis-3616	80	8	of	of	ADP
fis-3616	80	9	confined	confine	VERB
fis-3616	80	10	concrete	concrete	NOUN
fis-3616	80	11	and	and	CCONJ
fis-3616	80	12	the	the	DET
fis-3616	80	13	proportional	proportional	ADJ
fis-3616	80	14	limit	limit	NOUN
fis-3616	80	15	stress	stress	NOUN
fis-3616	80	16	can	can	AUX
fis-3616	80	17	be	be	AUX
fis-3616	80	18	assumed	assume	VERB
fis-3616	80	19	to	to	PART
fis-3616	80	20	be	be	AUX
fis-3616	80	21	equal	equal	ADJ
fis-3616	80	22	to	to	ADP
fis-3616	80	23	cc0.5f	cc0.5f	X
fis-3616	80	24	.	.	PUNCT
fis-3616	81	1	the	the	DET
fis-3616	81	2	initial	initial	ADJ
fis-3616	81	3	young	young	PROPN
fis-3616	81	4	's	's	PART
fis-3616	81	5	modulus	modulus	NOUN
fis-3616	81	6	of	of	ADP
fis-3616	81	7	the	the	DET
fis-3616	81	8	confined	confine	VERB
fis-3616	81	9	concrete	concrete	NOUN
fis-3616	81	10	is	be	AUX
fis-3616	81	11	calculated	calculate	VERB
fis-3616	81	12	from	from	ADP
fis-3616	81	13	the	the	DET
fis-3616	81	14	empirical	empirical	ADJ
fis-3616	81	15	formulation	formulation	NOUN
fis-3616	81	16	given	give	VERB
fis-3616	81	17	by	by	ADP
fis-3616	81	18	ec4	ec4	PROPN
fis-3616	81	19	and	and	CCONJ
fis-3616	81	20	calculated	calculate	VERB
fis-3616	81	21	from	from	ADP
fis-3616	81	22	the	the	DET
fis-3616	81	23	formula	formula	NOUN
fis-3616	81	24			NOUN
fis-3616	81	25			PROPN
fis-3616	82	1	0.3	0.3	NUM
fis-3616	82	2	cc	cc	PROPN
fis-3616	82	3	cce	cce	PROPN
fis-3616	82	4	22000	22000	NUM
fis-3616	82	5	f	f	PROPN
fis-3616	82	6	/10	/10	PUNCT
fis-3616	82	7	.	.	PUNCT
fis-3616	83	1	the	the	DET
fis-3616	83	2	poisson	poisson	NOUN
fis-3616	83	3	's	's	PART
fis-3616	83	4	ratio	ratio	NOUN
fis-3616	83	5	of	of	ADP
fis-3616	83	6	the	the	DET
fis-3616	83	7	confined	confine	VERB
fis-3616	83	8	concrete	concrete	NOUN
fis-3616	83	9	has	have	VERB
fis-3616	83	10	the	the	DET
fis-3616	83	11	value	value	NOUN
fis-3616	83	12	(	(	PUNCT
fis-3616	83	13	0.2	0.2	NUM
fis-3616	83	14	)	)	PUNCT
fis-3616	83	15	.	.	PUNCT
fis-3616	84	1	the	the	DET
fis-3616	84	2	second	second	ADJ
fis-3616	84	3	part	part	NOUN
fis-3616	84	4	of	of	ADP
fis-3616	84	5	the	the	DET
fis-3616	84	6	stress	stress	NOUN
fis-3616	84	7	-	-	PUNCT
fis-3616	84	8	strain	strain	NOUN
fis-3616	84	9	curve	curve	NOUN
fis-3616	84	10	describes	describe	VERB
fis-3616	84	11	the	the	DET
fis-3616	84	12	non	non	ADJ
fis-3616	84	13	-	-	ADJ
fis-3616	84	14	linear	linear	ADJ
fis-3616	84	15	part	part	NOUN
fis-3616	84	16	,	,	PUNCT
fis-3616	84	17	before	before	SCONJ
fis-3616	84	18	the	the	DET
fis-3616	84	19	concrete	concrete	NOUN
fis-3616	84	20	reaches	reach	VERB
fis-3616	84	21	its	its	PRON
fis-3616	84	22	maximum	maximum	ADJ
fis-3616	84	23	strength	strength	NOUN
fis-3616	84	24	,	,	PUNCT
fis-3616	84	25	from	from	ADP
fis-3616	84	26	the	the	DET
fis-3616	84	27	proportional	proportional	ADJ
fis-3616	84	28	limit	limit	NOUN
fis-3616	84	29	stress	stress	NOUN
fis-3616	84	30	0.5	0.5	NUM
fis-3616	84	31	ccf	ccf	NOUN
fis-3616	84	32	to	to	ADP
fis-3616	84	33	the	the	DET
fis-3616	84	34	maximum	maximum	ADJ
fis-3616	84	35	strength	strength	NOUN
fis-3616	84	36	of	of	ADP
fis-3616	84	37	the	the	DET
fis-3616	84	38	confined	confine	VERB
fis-3616	84	39	concrete	concrete	ADJ
fis-3616	84	40	ccf	ccf	NOUN
fis-3616	84	41	.	.	PUNCT
fis-3616	85	1	this	this	DET
fis-3616	85	2	part	part	NOUN
fis-3616	85	3	is	be	AUX
fis-3616	85	4	given	give	VERB
fis-3616	85	5	as	as	SCONJ
fis-3616	85	6	follows	follow	VERB
fis-3616	85	7	:	:	PUNCT
fis-3616	85	8	y.	y.	PROPN
fis-3616	85	9	boulmaali	boulmaali	VERB
fis-3616	85	10	-	-	PUNCT
fis-3616	85	11	hacene	hacene	PROPN
fis-3616	85	12	chaouche	chaouche	NOUN
fis-3616	85	13	et	et	PROPN
fis-3616	85	14	alii	alii	PROPN
fis-3616	85	15	,	,	PUNCT
fis-3616	85	16	frattura	frattura	PROPN
fis-3616	85	17	ed	ed	PROPN
fis-3616	85	18	integrità	integrità	PROPN
fis-3616	85	19	strutturale	strutturale	PROPN
fis-3616	85	20	,	,	PUNCT
fis-3616	85	21	61	61	NUM
fis-3616	85	22	(	(	PUNCT
fis-3616	85	23	2022	2022	NUM
fis-3616	85	24	)	)	PUNCT
fis-3616	85	25	61	61	NUM
fis-3616	85	26	-	-	SYM
fis-3616	85	27	106	106	NUM
fis-3616	85	28	;	;	PUNCT
fis-3616	85	29	doi	doi	NOUN
fis-3616	85	30	:	:	PUNCT
fis-3616	85	31	10.3221	10.3221	NUM
fis-3616	85	32	/	/	SYM
fis-3616	85	33	igf	igf	PROPN
fis-3616	85	34	-	-	ADJ
fis-3616	85	35	esis.62.07	esis.62.07	ADJ
fis-3616	85	36	96	96	NUM
fis-3616	85	37			PROPN
fis-3616	85	38			PROPN
fis-3616	85	39			PROPN
fis-3616	85	40			PROPN
fis-3616	85	41			PROPN
fis-3616	85	42			PROPN
fis-3616	85	43			PROPN
fis-3616	86	1			NUM
fis-3616	86	2			NOUN
fis-3616	86	3			PROPN
fis-3616	86	4			NOUN
fis-3616	86	5			PROPN
fis-3616	86	6			PROPN
fis-3616	86	7			PROPN
fis-3616	86	8			VERB
fis-3616	86	9			PUNCT
fis-3616	86	10			PROPN
fis-3616	86	11			PROPN
fis-3616	86	12			PROPN
fis-3616	86	13			PROPN
fis-3616	86	14			PROPN
fis-3616	87	1			PROPN
fis-3616	88	1			INTJ
fis-3616	89	1			PROPN
fis-3616	89	2			PROPN
fis-3616	90	1			ADJ
fis-3616	90	2			PROPN
fis-3616	90	3			PROPN
fis-3616	90	4			NOUN
fis-3616	90	5			PROPN
fis-3616	90	6			NOUN
fis-3616	90	7	2	2	NUM
fis-3616	90	8	3	3	NUM
fis-3616	90	9	1	1	NUM
fis-3616	90	10	(	(	PUNCT
fis-3616	90	11	2	2	NUM
fis-3616	90	12	)	)	PUNCT
fis-3616	90	13	(	(	PUNCT
fis-3616	90	14	2	2	NUM
fis-3616	90	15	1	1	NUM
fis-3616	90	16	)	)	PUNCT
fis-3616	90	17	cc	cc	ADP
fis-3616	90	18	e	e	NOUN
fis-3616	90	19	cc	cc	ADP
fis-3616	90	20	cc	cc	PROPN
fis-3616	90	21	cc	cc	PROPN
fis-3616	90	22	e	e	PROPN
fis-3616	90	23	f	f	PROPN
fis-3616	90	24	r	r	NOUN
fis-3616	90	25	r	r	NOUN
fis-3616	90	26	r	r	NOUN
fis-3616	90	27	r	r	NOUN
fis-3616	90	28	(	(	PUNCT
fis-3616	90	29	9	9	NUM
fis-3616	90	30	)	)	PUNCT
fis-3616	91	1	where	where	SCONJ
fis-3616	91	2	:	:	PUNCT
fis-3616	91	3			PROPN
fis-3616	91	4			NOUN
fis-3616	91	5	cc	cc	X
fis-3616	91	6	cc	cc	ADP
fis-3616	91	7	e	e	PROPN
fis-3616	91	8	cc	cc	PROPN
fis-3616	91	9	e	e	PROPN
fis-3616	91	10	r	r	PROPN
fis-3616	91	11	f	f	PROPN
fis-3616	91	12	,	,	PUNCT
fis-3616	91	13			PROPN
fis-3616	91	14			PROPN
fis-3616	91	15			NOUN
fis-3616	91	16			PROPN
fis-3616	91	17			PROPN
fis-3616	91	18			PROPN
fis-3616	91	19	2	2	NUM
fis-3616	91	20	(	(	PUNCT
fis-3616	91	21	1	1	NUM
fis-3616	91	22	)	)	SYM
fis-3616	91	23	1	1	NUM
fis-3616	91	24	(	(	PUNCT
fis-3616	91	25	1	1	NUM
fis-3616	91	26	)	)	PUNCT
fis-3616	91	27	er	er	INTJ
fis-3616	91	28	r	r	NOUN
fis-3616	91	29	r	r	NOUN
fis-3616	91	30	rr	rr	NOUN
fis-3616	91	31	,	,	PUNCT
fis-3616	91	32			PROPN
fis-3616	91	33			PROPN
fis-3616	91	34			NUM
fis-3616	91	35	4r	4r	NOUN
fis-3616	91	36	r	r	NOUN
fis-3616	91	37	the	the	DET
fis-3616	91	38	third	third	ADJ
fis-3616	91	39	part	part	NOUN
fis-3616	91	40	of	of	ADP
fis-3616	91	41	the	the	DET
fis-3616	91	42	curve	curve	NOUN
fis-3616	91	43	starts	start	VERB
fis-3616	91	44	from	from	ADP
fis-3616	91	45	the	the	DET
fis-3616	91	46	maximum	maximum	ADJ
fis-3616	91	47	strength	strength	NOUN
fis-3616	91	48	of	of	ADP
fis-3616	91	49	the	the	DET
fis-3616	91	50	confined	confine	VERB
fis-3616	91	51	concrete	concrete	ADJ
fis-3616	91	52	ccf	ccf	NOUN
fis-3616	91	53	and	and	CCONJ
fis-3616	91	54	ends	end	VERB
fis-3616	91	55	at	at	ADP
fis-3616	91	56	the	the	DET
fis-3616	91	57	ultimate	ultimate	ADJ
fis-3616	91	58	value	value	NOUN
fis-3616	91	59	of	of	ADP
fis-3616	91	60	the	the	DET
fis-3616	91	61	strength	strength	NOUN
fis-3616	91	62			PROPN
fis-3616	91	63	3u	3u	NUM
fis-3616	91	64	ccf	ccf	VERB
fis-3616	91	65	rk	rk	PROPN
fis-3616	91	66	f	f	PROPN
fis-3616	91	67	to	to	PART
fis-3616	91	68	which	which	PRON
fis-3616	91	69	an	an	DET
fis-3616	91	70	ultimate	ultimate	ADJ
fis-3616	91	71	value	value	NOUN
fis-3616	91	72	of	of	ADP
fis-3616	91	73	the	the	DET
fis-3616	91	74	strain	strain	NOUN
fis-3616	91	75			PROPN
fis-3616	91	76			PROPN
fis-3616	91	77	11u	11u	NUM
fis-3616	91	78	cc	cc	NOUN
fis-3616	91	79	corresponds	correspond	NOUN
fis-3616	91	80	.	.	PUNCT
fis-3616	92	1	for	for	ADP
fis-3616	92	2	circular	circular	ADJ
fis-3616	92	3	steel	steel	NOUN
fis-3616	92	4	tube	tube	NOUN
fis-3616	92	5	sections	section	NOUN
fis-3616	92	6	filled	fill	VERB
fis-3616	92	7	with	with	ADP
fis-3616	92	8	concrete	concrete	NOUN
fis-3616	92	9	with	with	ADP
fis-3616	92	10			NOUN
fis-3616	92	11			NOUN
fis-3616	92	12	 	 	SPACE
fis-3616	92	13	21.7	21.7	NUM
fis-3616	92	14	/	/	SYM
fis-3616	92	15	150d	150d	PROPN
fis-3616	92	16	t	t	PROPN
fis-3616	92	17	,	,	PUNCT
fis-3616	92	18	hu	hu	PROPN
fis-3616	92	19	et	et	PROPN
fis-3616	92	20	al	al	PROPN
fis-3616	93	1	[	[	X
fis-3616	93	2	21	21	NUM
fis-3616	93	3	]	]	PUNCT
fis-3616	93	4	proposed	propose	VERB
fis-3616	93	5	the	the	DET
fis-3616	93	6	following	follow	VERB
fis-3616	93	7	values	value	NOUN
fis-3616	93	8	of	of	ADP
fis-3616	93	9	parameter	parameter	NOUN
fis-3616	93	10	3k	3k	X
fis-3616	93	11	:	:	PUNCT
fis-3616	93	12	3	3	NUM
fis-3616	93	13	1k	1k	NUM
fis-3616	93	14			NOUN
fis-3616	93	15	for	for	ADP
fis-3616	93	16			NOUN
fis-3616	93	17	21.7	21.7	NOUN
fis-3616	93	18	/	/	SYM
fis-3616	93	19	40d	40d	PROPN
fis-3616	93	20	t	t	PROPN
fis-3616	93	21			NOUN
fis-3616	93	22			PROPN
fis-3616	93	23			PROPN
fis-3616	93	24			PROPN
fis-3616	94	1			PROPN
fis-3616	94	2			PROPN
fis-3616	94	3			PROPN
fis-3616	94	4			PROPN
fis-3616	94	5			PROPN
fis-3616	95	1			PROPN
fis-3616	95	2			PROPN
fis-3616	95	3			ADJ
fis-3616	95	4			NOUN
fis-3616	95	5	2	2	NUM
fis-3616	95	6	3	3	NUM
fis-3616	95	7	0.0000339	0.0000339	NUM
fis-3616	95	8	0.0100085	0.0100085	NUM
fis-3616	95	9	1.3491	1.3491	NUM
fis-3616	95	10	d	d	NOUN
fis-3616	95	11	d	d	X
fis-3616	95	12	k	k	PROPN
fis-3616	95	13	t	t	PROPN
fis-3616	95	14	t	t	PROPN
fis-3616	95	15	for	for	ADP
fis-3616	95	16			NOUN
fis-3616	95	17	40	40	ADV
fis-3616	95	18	/	/	SYM
fis-3616	95	19	150d	150d	NUM
fis-3616	95	20	t	t	PROPN
fis-3616	95	21	based	base	VERB
fis-3616	95	22	on	on	ADP
fis-3616	95	23	the	the	DET
fis-3616	95	24	experimental	experimental	ADJ
fis-3616	95	25	studies	study	NOUN
fis-3616	95	26	[	[	X
fis-3616	95	27	3,18	3,18	X
fis-3616	95	28	]	]	PUNCT
fis-3616	95	29	conducted	conduct	VERB
fis-3616	95	30	that	that	SCONJ
fis-3616	95	31	the	the	DET
fis-3616	95	32	parameter	parameter	NOUN
fis-3616	95	33	𝑟	𝑟	NOUN
fis-3616	95	34	can	can	AUX
fis-3616	95	35	be	be	AUX
fis-3616	95	36	taken	take	VERB
fis-3616	95	37	equal	equal	ADJ
fis-3616	95	38	to	to	ADP
fis-3616	95	39	1.0	1.0	NUM
fis-3616	95	40	for	for	ADP
fis-3616	95	41	concrete	concrete	NOUN
fis-3616	95	42	with	with	ADP
fis-3616	95	43	cubic	cubic	ADJ
fis-3616	95	44	strength	strength	NOUN
fis-3616	95	45	of	of	ADP
fis-3616	95	46	30	30	NUM
fis-3616	95	47	mpa	mpa	NOUN
fis-3616	95	48	and	and	CCONJ
fis-3616	95	49	0.5	0.5	NUM
fis-3616	95	50	for	for	ADP
fis-3616	95	51	concrete	concrete	NOUN
fis-3616	95	52	with	with	ADP
fis-3616	95	53	strength	strength	NOUN
fis-3616	95	54	of	of	ADP
fis-3616	95	55	100	100	NUM
fis-3616	95	56	mpa	mpa	NOUN
fis-3616	95	57	,	,	PUNCT
fis-3616	95	58	respectively	respectively	ADV
fis-3616	95	59	,	,	PUNCT
fis-3616	95	60	and	and	CCONJ
fis-3616	95	61	linear	linear	ADJ
fis-3616	95	62	interpolation	interpolation	NOUN
fis-3616	95	63	can	can	AUX
fis-3616	95	64	be	be	AUX
fis-3616	95	65	used	use	VERB
fis-3616	95	66	for	for	ADP
fis-3616	95	67	concrete	concrete	ADJ
fis-3616	95	68	with	with	ADP
fis-3616	95	69	cubic	cubic	ADJ
fis-3616	95	70	compressive	compressive	ADJ
fis-3616	95	71	strength	strength	NOUN
fis-3616	95	72	between	between	ADP
fis-3616	95	73	30	30	NUM
fis-3616	95	74	and	and	CCONJ
fis-3616	95	75	100	100	NUM
fis-3616	95	76	mpa	mpa	PROPN
fis-3616	95	77	.	.	PUNCT
fis-3616	96	1	finite	finite	PROPN
fis-3616	96	2	element	element	PROPN
fis-3616	96	3	modelling	model	VERB
fis-3616	96	4	he	he	PRON
fis-3616	96	5	finite	finite	VERB
fis-3616	96	6	element	element	NOUN
fis-3616	96	7	method	method	NOUN
fis-3616	96	8	is	be	AUX
fis-3616	96	9	a	a	DET
fis-3616	96	10	numerical	numerical	ADJ
fis-3616	96	11	analysis	analysis	NOUN
fis-3616	96	12	technique	technique	NOUN
fis-3616	96	13	for	for	ADP
fis-3616	96	14	obtaining	obtain	VERB
fis-3616	96	15	approximate	approximate	ADJ
fis-3616	96	16	solutions	solution	NOUN
fis-3616	96	17	to	to	ADP
fis-3616	96	18	a	a	DET
fis-3616	96	19	wide	wide	ADJ
fis-3616	96	20	variety	variety	NOUN
fis-3616	96	21	of	of	ADP
fis-3616	96	22	engineering	engineering	NOUN
fis-3616	96	23	problems	problem	NOUN
fis-3616	96	24	.	.	PUNCT
fis-3616	97	1	the	the	DET
fis-3616	97	2	basic	basic	ADJ
fis-3616	97	3	concept	concept	NOUN
fis-3616	97	4	of	of	ADP
fis-3616	97	5	finite	finite	ADJ
fis-3616	97	6	element	element	NOUN
fis-3616	97	7	analysis	analysis	NOUN
fis-3616	97	8	is	be	AUX
fis-3616	97	9	that	that	SCONJ
fis-3616	97	10	a	a	DET
fis-3616	97	11	structure	structure	NOUN
fis-3616	97	12	is	be	AUX
fis-3616	97	13	divided	divide	VERB
fis-3616	97	14	into	into	ADP
fis-3616	97	15	a	a	DET
fis-3616	97	16	finite	finite	ADJ
fis-3616	97	17	number	number	NOUN
fis-3616	97	18	of	of	ADP
fis-3616	97	19	elements	element	NOUN
fis-3616	97	20	with	with	ADP
fis-3616	97	21	finite	finite	ADJ
fis-3616	97	22	dimensions	dimension	NOUN
fis-3616	97	23	,	,	PUNCT
fis-3616	97	24	reducing	reduce	VERB
fis-3616	97	25	the	the	DET
fis-3616	97	26	infinite	infinite	ADJ
fis-3616	97	27	degrees	degree	NOUN
fis-3616	97	28	of	of	ADP
fis-3616	97	29	freedom	freedom	NOUN
fis-3616	97	30	of	of	ADP
fis-3616	97	31	the	the	DET
fis-3616	97	32	structure	structure	NOUN
fis-3616	97	33	to	to	PART
fis-3616	97	34	finite	finite	VERB
fis-3616	97	35	degrees	degree	NOUN
fis-3616	97	36	of	of	ADP
fis-3616	97	37	freedom	freedom	NOUN
fis-3616	97	38	[	[	X
fis-3616	97	39	18	18	NUM
fis-3616	97	40	]	]	PUNCT
fis-3616	97	41	.	.	PUNCT
fis-3616	98	1	there	there	PRON
fis-3616	98	2	is	be	VERB
fis-3616	98	3	no	no	DET
fis-3616	98	4	doubt	doubt	NOUN
fis-3616	98	5	that	that	SCONJ
fis-3616	98	6	large	large	ADJ
fis-3616	98	7	-	-	PUNCT
fis-3616	98	8	scale	scale	NOUN
fis-3616	98	9	physical	physical	ADJ
fis-3616	98	10	tests	test	NOUN
fis-3616	98	11	provide	provide	VERB
fis-3616	98	12	a	a	DET
fis-3616	98	13	better	well	ADJ
fis-3616	98	14	understanding	understanding	NOUN
fis-3616	98	15	of	of	ADP
fis-3616	98	16	the	the	DET
fis-3616	98	17	behavior	behavior	NOUN
fis-3616	98	18	of	of	ADP
fis-3616	98	19	structural	structural	ADJ
fis-3616	98	20	elements	element	NOUN
fis-3616	98	21	,	,	PUNCT
fis-3616	98	22	but	but	CCONJ
fis-3616	98	23	these	these	PRON
fis-3616	98	24	are	be	AUX
fis-3616	98	25	costly	costly	ADJ
fis-3616	98	26	and	and	CCONJ
fis-3616	98	27	time	time	NOUN
fis-3616	98	28	-	-	PUNCT
fis-3616	98	29	consuming	consume	VERB
fis-3616	98	30	,	,	PUNCT
fis-3616	98	31	and	and	CCONJ
fis-3616	98	32	it	it	PRON
fis-3616	98	33	is	be	AUX
fis-3616	98	34	also	also	ADV
fis-3616	98	35	fastidious	fastidious	ADJ
fis-3616	98	36	to	to	PART
fis-3616	98	37	perform	perform	VERB
fis-3616	98	38	extensive	extensive	ADJ
fis-3616	98	39	parametric	parametric	ADJ
fis-3616	98	40	studies	study	NOUN
fis-3616	98	41	exclusively	exclusively	ADV
fis-3616	98	42	through	through	ADP
fis-3616	98	43	experimental	experimental	ADJ
fis-3616	98	44	testing	testing	NOUN
fis-3616	98	45	,	,	PUNCT
fis-3616	98	46	which	which	PRON
fis-3616	98	47	encourages	encourage	VERB
fis-3616	98	48	the	the	DET
fis-3616	98	49	use	use	NOUN
fis-3616	98	50	and	and	CCONJ
fis-3616	98	51	development	development	NOUN
fis-3616	98	52	of	of	ADP
fis-3616	98	53	numerical	numerical	ADJ
fis-3616	98	54	modelling	modelling	NOUN
fis-3616	98	55	in	in	ADP
fis-3616	98	56	engineering	engineering	NOUN
fis-3616	98	57	research	research	NOUN
fis-3616	98	58	.	.	PUNCT
fis-3616	99	1	many	many	ADJ
fis-3616	99	2	numerical	numerical	ADJ
fis-3616	99	3	models	model	NOUN
fis-3616	99	4	[	[	X
fis-3616	99	5	11–13	11–13	NUM
fis-3616	99	6	]	]	PUNCT
fis-3616	99	7	have	have	AUX
fis-3616	99	8	been	be	AUX
fis-3616	99	9	proposed	propose	VERB
fis-3616	99	10	to	to	PART
fis-3616	99	11	predict	predict	VERB
fis-3616	99	12	the	the	DET
fis-3616	99	13	behavior	behavior	NOUN
fis-3616	99	14	of	of	ADP
fis-3616	99	15	concrete	concrete	NOUN
fis-3616	99	16	-	-	PUNCT
fis-3616	99	17	filled	fill	VERB
fis-3616	99	18	steel	steel	NOUN
fis-3616	99	19	tubes	tube	NOUN
fis-3616	99	20	following	follow	VERB
fis-3616	99	21	the	the	DET
fis-3616	99	22	increasing	increase	VERB
fis-3616	99	23	use	use	NOUN
fis-3616	99	24	of	of	ADP
fis-3616	99	25	composite	composite	ADJ
fis-3616	99	26	columns	column	NOUN
fis-3616	99	27	in	in	ADP
fis-3616	99	28	modern	modern	ADJ
fis-3616	99	29	buildings	building	NOUN
fis-3616	99	30	.	.	PUNCT
fis-3616	100	1	the	the	DET
fis-3616	100	2	various	various	ADJ
fis-3616	100	3	experiments	experiment	NOUN
fis-3616	100	4	have	have	AUX
fis-3616	100	5	shown	show	VERB
fis-3616	100	6	that	that	SCONJ
fis-3616	100	7	the	the	DET
fis-3616	100	8	failure	failure	NOUN
fis-3616	100	9	modes	mode	NOUN
fis-3616	100	10	of	of	ADP
fis-3616	100	11	concrete	concrete	NOUN
fis-3616	100	12	-	-	PUNCT
fis-3616	100	13	filled	fill	VERB
fis-3616	100	14	steel	steel	NOUN
fis-3616	100	15	tubes	tube	NOUN
fis-3616	100	16	under	under	ADP
fis-3616	100	17	axial	axial	ADJ
fis-3616	100	18	compressive	compressive	ADJ
fis-3616	100	19	loads	load	NOUN
fis-3616	100	20	are	be	AUX
fis-3616	100	21	characterized	characterize	VERB
fis-3616	100	22	by	by	ADP
fis-3616	100	23	localized	localized	ADJ
fis-3616	100	24	buckling	buckling	NOUN
fis-3616	100	25	of	of	ADP
fis-3616	100	26	the	the	DET
fis-3616	100	27	hollow	hollow	ADJ
fis-3616	100	28	sections	section	NOUN
fis-3616	100	29	and	and	CCONJ
fis-3616	100	30	cracking	cracking	NOUN
fis-3616	100	31	of	of	ADP
fis-3616	100	32	the	the	DET
fis-3616	100	33	concrete	concrete	NOUN
fis-3616	100	34	,	,	PUNCT
fis-3616	100	35	which	which	PRON
fis-3616	100	36	differ	differ	VERB
fis-3616	100	37	from	from	ADP
fis-3616	100	38	thin	thin	ADJ
fis-3616	100	39	concrete	concrete	NOUN
fis-3616	100	40	-	-	PUNCT
fis-3616	100	41	filled	fill	VERB
fis-3616	100	42	tubular	tubular	ADJ
fis-3616	100	43	columns	column	NOUN
fis-3616	100	44	under	under	ADP
fis-3616	100	45	axial	axial	ADJ
fis-3616	100	46	compression	compression	NOUN
fis-3616	100	47	whose	whose	DET
fis-3616	100	48	failure	failure	NOUN
fis-3616	100	49	mode	mode	NOUN
fis-3616	100	50	is	be	AUX
fis-3616	100	51	generally	generally	ADV
fis-3616	100	52	global	global	ADJ
fis-3616	100	53	buckling	buckling	NOUN
fis-3616	100	54	because	because	SCONJ
fis-3616	100	55	they	they	PRON
fis-3616	100	56	are	be	AUX
fis-3616	100	57	more	more	ADV
fis-3616	100	58	slender	slender	ADJ
fis-3616	100	59	.	.	PUNCT
fis-3616	101	1	this	this	DET
fis-3616	101	2	observation	observation	NOUN
fis-3616	101	3	leads	lead	VERB
fis-3616	101	4	us	we	PRON
fis-3616	101	5	to	to	PART
fis-3616	101	6	suppose	suppose	VERB
fis-3616	101	7	that	that	SCONJ
fis-3616	101	8	the	the	DET
fis-3616	101	9	behavior	behavior	NOUN
fis-3616	101	10	in	in	ADP
fis-3616	101	11	axial	axial	ADJ
fis-3616	101	12	compression	compression	NOUN
fis-3616	101	13	of	of	ADP
fis-3616	101	14	short	short	ADJ
fis-3616	101	15	columns	column	NOUN
fis-3616	101	16	filled	fill	VERB
fis-3616	101	17	with	with	ADP
fis-3616	101	18	concrete	concrete	NOUN
fis-3616	101	19	could	could	AUX
fis-3616	101	20	depend	depend	VERB
fis-3616	101	21	on	on	ADP
fis-3616	101	22	the	the	DET
fis-3616	101	23	material	material	NOUN
fis-3616	101	24	properties	property	NOUN
fis-3616	101	25	of	of	ADP
fis-3616	101	26	the	the	DET
fis-3616	101	27	constituent	constituent	ADJ
fis-3616	101	28	elements	element	NOUN
fis-3616	101	29	and	and	CCONJ
fis-3616	101	30	their	their	PRON
fis-3616	101	31	combined	combine	VERB
fis-3616	101	32	actions	action	NOUN
fis-3616	101	33	,	,	PUNCT
fis-3616	101	34	which	which	PRON
fis-3616	101	35	led	lead	VERB
fis-3616	101	36	us	we	PRON
fis-3616	101	37	to	to	ADP
fis-3616	101	38	the	the	DET
fis-3616	101	39	development	development	NOUN
fis-3616	101	40	of	of	ADP
fis-3616	101	41	different	different	ADJ
fis-3616	101	42	models	model	NOUN
fis-3616	101	43	(	(	PUNCT
fis-3616	101	44	t1c1	t1c1	X
fis-3616	101	45	......	......	PUNCT
fis-3616	101	46	t3c3	t3c3	ADP
fis-3616	101	47	,	,	PUNCT
fis-3616	101	48	where	where	SCONJ
fis-3616	101	49	t	t	PROPN
fis-3616	101	50	represents	represent	VERB
fis-3616	101	51	the	the	DET
fis-3616	101	52	steel	steel	NOUN
fis-3616	101	53	tube	tube	NOUN
fis-3616	101	54	and	and	CCONJ
fis-3616	101	55	c	c	X
fis-3616	101	56	the	the	DET
fis-3616	101	57	concrete	concrete	NOUN
fis-3616	101	58	with	with	ADP
fis-3616	101	59	which	which	PRON
fis-3616	101	60	it	it	PRON
fis-3616	101	61	is	be	AUX
fis-3616	101	62	filled	fill	VERB
fis-3616	101	63	)	)	PUNCT
fis-3616	101	64	whose	whose	DET
fis-3616	101	65	numerical	numerical	ADJ
fis-3616	101	66	modelling	modelling	NOUN
fis-3616	101	67	was	be	AUX
fis-3616	101	68	conducted	conduct	VERB
fis-3616	101	69	on	on	ADP
fis-3616	101	70	the	the	DET
fis-3616	101	71	code	code	NOUN
fis-3616	101	72	of	of	ADP
fis-3616	101	73	calculation	calculation	NOUN
fis-3616	101	74	by	by	ADP
fis-3616	101	75	finite	finite	ADJ
fis-3616	101	76	elements	element	NOUN
fis-3616	101	77	abaqus	abaqus	NOUN
fis-3616	101	78	.	.	PUNCT
fis-3616	102	1	the	the	DET
fis-3616	102	2	geometrical	geometrical	ADJ
fis-3616	102	3	and	and	CCONJ
fis-3616	102	4	mechanical	mechanical	ADJ
fis-3616	102	5	characteristics	characteristic	NOUN
fis-3616	102	6	of	of	ADP
fis-3616	102	7	the	the	DET
fis-3616	102	8	steel	steel	NOUN
fis-3616	102	9	tubes	tube	NOUN
fis-3616	102	10	filled	fill	VERB
fis-3616	102	11	with	with	ADP
fis-3616	102	12	concrete	concrete	NOUN
fis-3616	102	13	are	be	AUX
fis-3616	102	14	presented	present	VERB
fis-3616	102	15	in	in	ADP
fis-3616	102	16	tab	tab	NOUN
fis-3616	102	17	.	.	PROPN
fis-3616	102	18	1	1	NUM
fis-3616	102	19	and	and	CCONJ
fis-3616	102	20	fig	fig	NOUN
fis-3616	102	21	.	.	PUNCT
fis-3616	103	1	4	4	X
fis-3616	103	2	.	.	X
fis-3616	103	3	a	a	DET
fis-3616	103	4	poisson	poisson	NOUN
fis-3616	103	5	's	's	PART
fis-3616	103	6	ratio	ratio	NOUN
fis-3616	103	7	equal	equal	ADJ
fis-3616	103	8	to	to	ADP
fis-3616	103	9	0.2	0.2	NUM
fis-3616	103	10	was	be	AUX
fis-3616	103	11	adopted	adopt	VERB
fis-3616	103	12	for	for	ADP
fis-3616	103	13	concrete	concrete	ADJ
fis-3616	103	14	and	and	CCONJ
fis-3616	103	15	0.3	0.3	NUM
fis-3616	103	16	for	for	ADP
fis-3616	103	17	steel	steel	NOUN
fis-3616	103	18	(	(	PUNCT
fis-3616	103	19	tab	tab	NOUN
fis-3616	103	20	.	.	NOUN
fis-3616	103	21	2	2	NUM
fis-3616	103	22	)	)	PUNCT
fis-3616	103	23	.	.	PUNCT
fis-3616	104	1	the	the	DET
fis-3616	104	2	three	three	NUM
fis-3616	104	3	steel	steel	NOUN
fis-3616	104	4	pipes	pipe	NOUN
fis-3616	104	5	are	be	AUX
fis-3616	104	6	of	of	ADP
fis-3616	104	7	class	class	NOUN
fis-3616	104	8	1	1	NUM
fis-3616	104	9	according	accord	VERB
fis-3616	104	10	to	to	ADP
fis-3616	104	11	the	the	DET
fis-3616	104	12	instructions	instruction	NOUN
fis-3616	104	13	of	of	ADP
fis-3616	104	14	eurocode	eurocode	NOUN
fis-3616	104	15	3	3	NUM
fis-3616	105	1	[	[	X
fis-3616	105	2	22	22	NUM
fis-3616	105	3	]	]	PUNCT
fis-3616	105	4	,	,	PUNCT
fis-3616	105	5	for	for	ADP
fis-3616	105	6	which	which	PRON
fis-3616	105	7	three	three	NUM
fis-3616	105	8	behavior	behavior	NOUN
fis-3616	105	9	laws	law	NOUN
fis-3616	105	10	were	be	AUX
fis-3616	105	11	used	use	VERB
fis-3616	105	12	,	,	PUNCT
fis-3616	105	13	namely	namely	ADV
fis-3616	105	14	:	:	PUNCT
fis-3616	105	15	perfect	perfect	ADJ
fis-3616	105	16	elasto	elasto	NOUN
fis-3616	105	17	-	-	PUNCT
fis-3616	105	18	plastic	plastic	NOUN
fis-3616	105	19	behavior	behavior	NOUN
fis-3616	105	20	,	,	PUNCT
fis-3616	105	21	elasto	elasto	NOUN
fis-3616	105	22	-	-	PUNCT
fis-3616	105	23	plastic	plastic	NOUN
fis-3616	105	24	behavior	behavior	NOUN
fis-3616	105	25	with	with	ADP
fis-3616	105	26	multilinear	multilinear	NOUN
fis-3616	105	27	strain	strain	VERB
fis-3616	105	28	hardening	harden	VERB
fis-3616	105	29	and	and	CCONJ
fis-3616	105	30	elasto	elasto	NOUN
fis-3616	105	31	-	-	PUNCT
fis-3616	105	32	plastic	plastic	NOUN
fis-3616	105	33	behavior	behavior	NOUN
fis-3616	105	34	with	with	ADP
fis-3616	105	35	strain	strain	NOUN
fis-3616	105	36	hardening	harden	VERB
fis-3616	105	37	proposed	propose	VERB
fis-3616	105	38	by	by	ADP
fis-3616	105	39	tao	tao	PROPN
fis-3616	105	40	et	et	PROPN
fis-3616	105	41	al	al	PROPN
fis-3616	106	1	[	[	X
fis-3616	106	2	12	12	NUM
fis-3616	106	3	]	]	PUNCT
fis-3616	106	4	.	.	PUNCT
fis-3616	107	1	the	the	DET
fis-3616	107	2	concrete	concrete	ADJ
fis-3616	107	3	filled	fill	VERB
fis-3616	107	4	tubes	tube	NOUN
fis-3616	107	5	are	be	AUX
fis-3616	107	6	subjected	subject	VERB
fis-3616	107	7	to	to	ADP
fis-3616	107	8	axial	axial	ADJ
fis-3616	107	9	compressive	compressive	ADJ
fis-3616	107	10	loading	loading	NOUN
fis-3616	107	11	which	which	PRON
fis-3616	107	12	leads	lead	VERB
fis-3616	107	13	to	to	ADP
fis-3616	107	14	a	a	DET
fis-3616	107	15	dominant	dominant	ADJ
fis-3616	107	16	compressive	compressive	ADJ
fis-3616	107	17	deformation	deformation	NOUN
fis-3616	107	18	in	in	ADP
fis-3616	107	19	the	the	DET
fis-3616	107	20	concrete	concrete	ADJ
fis-3616	107	21	core	core	NOUN
fis-3616	107	22	without	without	ADP
fis-3616	107	23	rotation	rotation	NOUN
fis-3616	107	24	.	.	PUNCT
fis-3616	108	1	therefore	therefore	ADV
fis-3616	108	2	a	a	DET
fis-3616	108	3	three	three	NUM
fis-3616	108	4	-	-	PUNCT
fis-3616	108	5	dimensional	dimensional	ADJ
fis-3616	108	6	8	8	NUM
fis-3616	108	7	-	-	PUNCT
fis-3616	108	8	node	node	ADJ
fis-3616	108	9	solid	solid	ADJ
fis-3616	108	10	element	element	NOUN
fis-3616	108	11	would	would	AUX
fis-3616	108	12	be	be	AUX
fis-3616	108	13	the	the	DET
fis-3616	108	14	most	most	ADV
fis-3616	108	15	appropriate	appropriate	ADJ
fis-3616	108	16	type	type	NOUN
fis-3616	108	17	of	of	ADP
fis-3616	108	18	element	element	NOUN
fis-3616	108	19	to	to	PART
fis-3616	108	20	use	use	VERB
fis-3616	108	21	to	to	PART
fis-3616	108	22	reflect	reflect	VERB
fis-3616	108	23	the	the	DET
fis-3616	108	24	deformation	deformation	NOUN
fis-3616	108	25	characteristics	characteristic	NOUN
fis-3616	108	26	of	of	ADP
fis-3616	108	27	the	the	DET
fis-3616	108	28	concrete[5–7,23	concrete[5–7,23	PROPN
fis-3616	108	29	]	]	PUNCT
fis-3616	108	30	.	.	PUNCT
fis-3616	109	1	each	each	DET
fis-3616	109	2	component	component	NOUN
fis-3616	109	3	was	be	AUX
fis-3616	109	4	modelled	model	VERB
fis-3616	109	5	as	as	ADP
fis-3616	109	6	an	an	DET
fis-3616	109	7	independent	independent	ADJ
fis-3616	109	8	part	part	NOUN
fis-3616	109	9	,	,	PUNCT
fis-3616	109	10	the	the	DET
fis-3616	109	11	steel	steel	NOUN
fis-3616	109	12	tube	tube	NOUN
fis-3616	109	13	and	and	CCONJ
fis-3616	109	14	the	the	DET
fis-3616	109	15	concrete	concrete	NOUN
fis-3616	109	16	were	be	AUX
fis-3616	109	17	modelled	model	VERB
fis-3616	109	18	using	use	VERB
fis-3616	109	19	the	the	DET
fis-3616	109	20	8	8	NUM
fis-3616	109	21	-	-	PUNCT
fis-3616	109	22	node	node	ADJ
fis-3616	109	23	reduced	reduce	VERB
fis-3616	109	24	integration	integration	NOUN
fis-3616	109	25	linear	linear	ADJ
fis-3616	109	26	brick	brick	NOUN
fis-3616	109	27	element	element	NOUN
fis-3616	109	28	"	"	PUNCT
fis-3616	109	29	c3d8r	c3d8r	NOUN
fis-3616	109	30	"	"	PUNCT
fis-3616	109	31	available	available	ADJ
fis-3616	109	32	in	in	ADP
fis-3616	109	33	the	the	DET
fis-3616	109	34	abaqus	abaqus	PROPN
fis-3616	109	35	library	library	NOUN
fis-3616	110	1	[	[	X
fis-3616	110	2	23	23	NUM
fis-3616	110	3	]	]	PUNCT
fis-3616	110	4	(	(	PUNCT
fis-3616	110	5	fig	fig	NOUN
fis-3616	110	6	.	.	PUNCT
fis-3616	110	7	5	5	NUM
fis-3616	110	8	)	)	PUNCT
fis-3616	110	9	.	.	PUNCT
fis-3616	111	1	this	this	DET
fis-3616	111	2	brick	brick	NOUN
fis-3616	111	3	element	element	NOUN
fis-3616	111	4	can	can	AUX
fis-3616	111	5	be	be	AUX
fis-3616	111	6	effectively	effectively	ADV
fis-3616	111	7	used	use	VERB
fis-3616	111	8	in	in	ADP
fis-3616	111	9	material	material	PROPN
fis-3616	111	10	t	t	PROPN
fis-3616	111	11	y.	y.	PROPN
fis-3616	111	12	boulmaali	boulmaali	VERB
fis-3616	111	13	-	-	PUNCT
fis-3616	111	14	hacene	hacene	PROPN
fis-3616	111	15	chaouche	chaouche	NOUN
fis-3616	111	16	et	et	PROPN
fis-3616	111	17	alii	alii	PROPN
fis-3616	111	18	,	,	PUNCT
fis-3616	111	19	frattura	frattura	PROPN
fis-3616	111	20	ed	ed	PROPN
fis-3616	111	21	integrità	integrità	PROPN
fis-3616	111	22	strutturale	strutturale	PROPN
fis-3616	111	23	,	,	PUNCT
fis-3616	111	24	61	61	NUM
fis-3616	111	25	(	(	PUNCT
fis-3616	111	26	2022	2022	NUM
fis-3616	111	27	)	)	PUNCT
fis-3616	111	28	61	61	NUM
fis-3616	111	29	-	-	SYM
fis-3616	111	30	106	106	NUM
fis-3616	111	31	;	;	PUNCT
fis-3616	111	32	doi	doi	NOUN
fis-3616	111	33	:	:	PUNCT
fis-3616	111	34	10.3221	10.3221	NUM
fis-3616	111	35	/	/	SYM
fis-3616	111	36	igf	igf	PROPN
fis-3616	111	37	-	-	ADJ
fis-3616	111	38	esis.62.07	esis.62.07	ADJ
fis-3616	111	39	97	97	NUM
fis-3616	111	40	nonlinear	nonlinear	ADJ
fis-3616	111	41	analysis	analysis	NOUN
fis-3616	111	42	,	,	PUNCT
fis-3616	111	43	including	include	VERB
fis-3616	111	44	plasticity	plasticity	NOUN
fis-3616	111	45	,	,	PUNCT
fis-3616	111	46	contact	contact	NOUN
fis-3616	111	47	,	,	PUNCT
fis-3616	111	48	large	large	ADJ
fis-3616	111	49	displacement	displacement	NOUN
fis-3616	111	50	,	,	PUNCT
fis-3616	111	51	and	and	CCONJ
fis-3616	111	52	ruin	ruin	NOUN
fis-3616	111	53	,	,	PUNCT
fis-3616	111	54	furthermore	furthermore	ADV
fis-3616	111	55	,	,	PUNCT
fis-3616	111	56	the	the	DET
fis-3616	111	57	use	use	NOUN
fis-3616	111	58	of	of	ADP
fis-3616	111	59	small	small	ADJ
fis-3616	111	60	threedimensional	threedimensional	ADJ
fis-3616	111	61	eight	eight	NUM
fis-3616	111	62	-	-	PUNCT
fis-3616	111	63	node	node	ADJ
fis-3616	111	64	solid	solid	ADJ
fis-3616	111	65	elements	element	NOUN
fis-3616	111	66	for	for	ADP
fis-3616	111	67	the	the	DET
fis-3616	111	68	steel	steel	NOUN
fis-3616	111	69	section	section	NOUN
fis-3616	111	70	not	not	PART
fis-3616	111	71	only	only	ADV
fis-3616	111	72	reasonably	reasonably	ADV
fis-3616	111	73	tracks	track	VERB
fis-3616	111	74	the	the	DET
fis-3616	111	75	contact	contact	NOUN
fis-3616	111	76	area	area	NOUN
fis-3616	111	77	,	,	PUNCT
fis-3616	111	78	but	but	CCONJ
fis-3616	111	79	also	also	ADV
fis-3616	111	80	,	,	PUNCT
fis-3616	111	81	reflects	reflect	VERB
fis-3616	111	82	the	the	DET
fis-3616	111	83	deformation	deformation	NOUN
fis-3616	111	84	characteristics	characteristic	NOUN
fis-3616	111	85	of	of	ADP
fis-3616	111	86	the	the	DET
fis-3616	111	87	hollow	hollow	ADJ
fis-3616	111	88	section	section	NOUN
fis-3616	111	89	.	.	PUNCT
fis-3616	112	1	to	to	PART
fis-3616	112	2	be	be	AUX
fis-3616	112	3	consistent	consistent	ADJ
fis-3616	112	4	and	and	CCONJ
fis-3616	112	5	close	close	ADJ
fis-3616	112	6	to	to	ADP
fis-3616	112	7	a	a	DET
fis-3616	112	8	real	real	ADJ
fis-3616	112	9	setup	setup	NOUN
fis-3616	112	10	and	and	CCONJ
fis-3616	112	11	to	to	PART
fis-3616	112	12	avoid	avoid	VERB
fis-3616	112	13	local	local	ADJ
fis-3616	112	14	instability	instability	NOUN
fis-3616	112	15	effects	effect	NOUN
fis-3616	112	16	during	during	ADP
fis-3616	112	17	loading	loading	NOUN
fis-3616	112	18	,	,	PUNCT
fis-3616	112	19	two	two	NUM
fis-3616	112	20	rigid	rigid	ADJ
fis-3616	112	21	plates	plate	NOUN
fis-3616	112	22	were	be	AUX
fis-3616	112	23	modelled	model	VERB
fis-3616	112	24	to	to	PART
fis-3616	112	25	simulate	simulate	VERB
fis-3616	112	26	the	the	DET
fis-3616	112	27	uniformity	uniformity	NOUN
fis-3616	112	28	of	of	ADP
fis-3616	112	29	loading	loading	NOUN
fis-3616	112	30	on	on	ADP
fis-3616	112	31	the	the	DET
fis-3616	112	32	cfst	cfst	NOUN
fis-3616	112	33	composite	composite	NOUN
fis-3616	112	34	(	(	PUNCT
fis-3616	112	35	steel	steel	NOUN
fis-3616	112	36	tube	tube	NOUN
fis-3616	112	37	filled	fill	VERB
fis-3616	112	38	with	with	ADP
fis-3616	112	39	concrete	concrete	NOUN
fis-3616	112	40	)	)	PUNCT
fis-3616	113	1	[	[	X
fis-3616	113	2	10	10	NUM
fis-3616	113	3	]	]	PUNCT
fis-3616	113	4	.	.	PUNCT
fis-3616	113	5	models	model	NOUN
fis-3616	113	6	d	d	X
fis-3616	113	7	(	(	PUNCT
fis-3616	113	8	mm	mm	INTJ
fis-3616	113	9	)	)	PUNCT
fis-3616	113	10	t	t	PROPN
fis-3616	113	11	(	(	PUNCT
fis-3616	113	12	mm	mm	NOUN
fis-3616	113	13	)	)	PUNCT
fis-3616	113	14	d	d	PROPN
fis-3616	113	15	/	/	SYM
fis-3616	113	16	t	t	PROPN
fis-3616	113	17	h	h	PROPN
fis-3616	113	18	/	/	SYM
fis-3616	113	19	d	d	X
fis-3616	113	20	fe	fe	X
fis-3616	113	21	(	(	PUNCT
fis-3616	113	22	mpa	mpa	PROPN
fis-3616	113	23	)	)	PUNCT
fis-3616	113	24	fc	fc	PROPN
fis-3616	113	25	(	(	PUNCT
fis-3616	113	26	mpa	mpa	PROPN
fis-3616	113	27	)	)	PUNCT
fis-3616	113	28	t1c1	t1c1	VERB
fis-3616	113	29	70	70	NUM
fis-3616	113	30	3	3	NUM
fis-3616	113	31	22,33	22,33	NUM
fis-3616	113	32	3	3	NUM
fis-3616	113	33	240	240	NUM
fis-3616	113	34	15	15	NUM
fis-3616	113	35	t1c2	t1c2	NOUN
fis-3616	113	36	70	70	NUM
fis-3616	113	37	3	3	NUM
fis-3616	113	38	22,33	22,33	NUM
fis-3616	113	39	3	3	NUM
fis-3616	113	40	310	310	NUM
fis-3616	113	41	25	25	NUM
fis-3616	113	42	t1c3	t1c3	NOUN
fis-3616	113	43	70	70	NUM
fis-3616	113	44	3	3	NUM
fis-3616	113	45	22,33	22,33	NUM
fis-3616	113	46	3	3	NUM
fis-3616	113	47	310	310	NUM
fis-3616	113	48	32	32	NUM
fis-3616	113	49	t2c1	t2c1	NOUN
fis-3616	113	50	87	87	NUM
fis-3616	113	51	2,5	2,5	NUM
fis-3616	113	52	33,80	33,80	NOUN
fis-3616	113	53	3	3	NUM
fis-3616	113	54	240	240	NUM
fis-3616	113	55	15	15	NUM
fis-3616	113	56	t2c2	t2c2	SYM
fis-3616	113	57	87	87	NUM
fis-3616	113	58	2,5	2,5	NUM
fis-3616	113	59	33,80	33,80	NOUN
fis-3616	113	60	3	3	NUM
fis-3616	113	61	310	310	NUM
fis-3616	113	62	25	25	NUM
fis-3616	113	63	t2c3	t2c3	NUM
fis-3616	113	64	87	87	NUM
fis-3616	113	65	2,5	2,5	NUM
fis-3616	113	66	33,80	33,80	NOUN
fis-3616	113	67	3	3	NUM
fis-3616	113	68	310	310	NUM
fis-3616	113	69	32	32	NUM
fis-3616	113	70	t3c1	t3c1	SYM
fis-3616	113	71	105	105	NUM
fis-3616	113	72	2,5	2,5	NUM
fis-3616	113	73	41,00	41,00	NOUN
fis-3616	113	74	3	3	NUM
fis-3616	113	75	240	240	NUM
fis-3616	113	76	15	15	NUM
fis-3616	113	77	t3c2	t3c2	NUM
fis-3616	113	78	105	105	NUM
fis-3616	113	79	2,5	2,5	NUM
fis-3616	113	80	41,00	41,00	NOUN
fis-3616	113	81	3	3	NUM
fis-3616	113	82	310	310	NUM
fis-3616	113	83	25	25	NUM
fis-3616	113	84	t3c3	t3c3	ADP
fis-3616	113	85	105	105	NUM
fis-3616	113	86	2,5	2,5	NUM
fis-3616	113	87	41,00	41,00	NOUN
fis-3616	113	88	3	3	NUM
fis-3616	113	89	310	310	NUM
fis-3616	113	90	32	32	NUM
fis-3616	113	91	table	table	NOUN
fis-3616	113	92	1	1	NUM
fis-3616	113	93	:	:	PUNCT
fis-3616	113	94	characteristics	characteristic	NOUN
fis-3616	113	95	of	of	ADP
fis-3616	113	96	the	the	DET
fis-3616	113	97	steel	steel	NOUN
fis-3616	113	98	tubes	tube	NOUN
fis-3616	113	99	studied	study	VERB
fis-3616	113	100	.	.	PUNCT
fis-3616	114	1	element	element	ADJ
fis-3616	114	2	elastic	elastic	ADJ
fis-3616	114	3	limit	limit	NOUN
fis-3616	114	4	fyb	fyb	ADJ
fis-3616	114	5	(	(	PUNCT
fis-3616	114	6	mpa	mpa	PROPN
fis-3616	114	7	)	)	PUNCT
fis-3616	114	8	density	density	NOUN
fis-3616	114	9	ϒ	ϒ	PROPN
fis-3616	114	10	 	 	SPACE
fis-3616	114	11	(	(	PUNCT
fis-3616	114	12	kg	kg	PROPN
fis-3616	114	13	/	/	SYM
fis-3616	114	14	m3	m3	PROPN
fis-3616	114	15	)	)	PUNCT
fis-3616	114	16	young	young	ADJ
fis-3616	114	17	’s	’s	PART
fis-3616	114	18	modulus	modulus	PROPN
fis-3616	114	19	e(mpa	e(mpa	PROPN
fis-3616	114	20	)	)	PUNCT
fis-3616	114	21	poisson	poisson	PROPN
fis-3616	114	22	coefficient	coefficient	NOUN
fis-3616	114	23	ϑ	ϑ	VERB
fis-3616	114	24	steel	steel	NOUN
fis-3616	114	25	tubes	tube	NOUN
fis-3616	114	26	240	240	NUM
fis-3616	114	27	7850	7850	NUM
fis-3616	114	28	210000	210000	NUM
fis-3616	114	29	0.3	0.3	NUM
fis-3616	114	30	310	310	NUM
fis-3616	114	31	table	table	NOUN
fis-3616	114	32	2	2	NUM
fis-3616	114	33	:	:	PUNCT
fis-3616	114	34	mechanical	mechanical	ADJ
fis-3616	114	35	properties	property	NOUN
fis-3616	114	36	of	of	ADP
fis-3616	114	37	steel	steel	NOUN
fis-3616	114	38	tubes	tube	NOUN
fis-3616	114	39	studied	study	VERB
fis-3616	114	40	.	.	PUNCT
fis-3616	115	1	(	(	PUNCT
fis-3616	115	2	a	a	X
fis-3616	115	3	)	)	PUNCT
fis-3616	115	4	(	(	PUNCT
fis-3616	115	5	b	b	X
fis-3616	115	6	)	)	PUNCT
fis-3616	115	7	(	(	PUNCT
fis-3616	115	8	c	c	X
fis-3616	115	9	)	)	PUNCT
fis-3616	115	10	figure	figure	NOUN
fis-3616	115	11	4	4	NUM
fis-3616	115	12	:	:	PUNCT
fis-3616	115	13	presentation	presentation	NOUN
fis-3616	115	14	of	of	ADP
fis-3616	115	15	the	the	DET
fis-3616	115	16	model	model	NOUN
fis-3616	115	17	adopted	adopt	VERB
fis-3616	115	18	for	for	ADP
fis-3616	115	19	the	the	DET
fis-3616	115	20	numerical	numerical	PROPN
fis-3616	115	21	simulation	simulation	PROPN
fis-3616	115	22	,	,	PUNCT
fis-3616	115	23	(	(	PUNCT
fis-3616	115	24	a	a	X
fis-3616	115	25	)	)	PUNCT
fis-3616	115	26	empty	empty	ADJ
fis-3616	115	27	steel	steel	NOUN
fis-3616	115	28	tube	tube	NOUN
fis-3616	115	29	,	,	PUNCT
fis-3616	115	30	(	(	PUNCT
fis-3616	115	31	b	b	X
fis-3616	115	32	)	)	PUNCT
fis-3616	115	33	concrete	concrete	ADJ
fis-3616	115	34	core	core	NOUN
fis-3616	115	35	,	,	PUNCT
fis-3616	115	36	and	and	CCONJ
fis-3616	115	37	(	(	PUNCT
fis-3616	115	38	c	c	NOUN
fis-3616	115	39	)	)	PUNCT
fis-3616	115	40	concrete	concrete	ADJ
fis-3616	115	41	filled	fill	VERB
fis-3616	115	42	tube	tube	NOUN
fis-3616	115	43	.	.	PUNCT
fis-3616	116	1	for	for	ADP
fis-3616	116	2	the	the	DET
fis-3616	116	3	finite	finite	PROPN
fis-3616	116	4	element	element	NOUN
fis-3616	116	5	model	model	NOUN
fis-3616	116	6	,	,	PUNCT
fis-3616	116	7	there	there	PRON
fis-3616	116	8	is	be	VERB
fis-3616	116	9	direct	direct	ADJ
fis-3616	116	10	contact	contact	NOUN
fis-3616	116	11	between	between	ADP
fis-3616	116	12	the	the	DET
fis-3616	116	13	extremity	extremity	NOUN
fis-3616	116	14	plates	plate	NOUN
fis-3616	116	15	and	and	CCONJ
fis-3616	116	16	the	the	DET
fis-3616	116	17	extremity	extremity	NOUN
fis-3616	116	18	surfaces	surface	NOUN
fis-3616	116	19	of	of	ADP
fis-3616	116	20	the	the	DET
fis-3616	116	21	short	short	ADJ
fis-3616	116	22	column	column	NOUN
fis-3616	116	23	,	,	PUNCT
fis-3616	116	24	so	so	ADV
fis-3616	116	25	a	a	DET
fis-3616	116	26	contact	contact	NOUN
fis-3616	116	27	function	function	NOUN
fis-3616	116	28	available	available	ADJ
fis-3616	116	29	in	in	ADP
fis-3616	116	30	the	the	DET
fis-3616	116	31	abaqus	abaqus	PROPN
fis-3616	116	32	calculation	calculation	NOUN
fis-3616	116	33	software	software	NOUN
fis-3616	116	34	was	be	AUX
fis-3616	116	35	used	use	VERB
fis-3616	116	36	to	to	PART
fis-3616	116	37	simulate	simulate	VERB
fis-3616	116	38	the	the	DET
fis-3616	116	39	interaction	interaction	NOUN
fis-3616	116	40	between	between	ADP
fis-3616	116	41	the	the	DET
fis-3616	116	42	rigid	rigid	ADJ
fis-3616	116	43	plate	plate	NOUN
fis-3616	116	44	and	and	CCONJ
fis-3616	116	45	the	the	DET
fis-3616	116	46	extremity	extremity	NOUN
fis-3616	116	47	surface	surface	NOUN
fis-3616	116	48	of	of	ADP
fis-3616	116	49	the	the	DET
fis-3616	116	50	column	column	NOUN
fis-3616	116	51	.	.	PUNCT
fis-3616	117	1	the	the	DET
fis-3616	117	2	contact	contact	NOUN
fis-3616	117	3	was	be	AUX
fis-3616	117	4	defined	define	VERB
fis-3616	117	5	as	as	ADP
fis-3616	117	6	a	a	DET
fis-3616	117	7	«	«	PUNCT
fis-3616	117	8	surface	surface	NOUN
fis-3616	117	9	-	-	PUNCT
fis-3616	117	10	to	to	ADP
fis-3616	117	11	-	-	PUNCT
fis-3616	117	12	surface	surface	NOUN
fis-3616	117	13	»	»	PUNCT
fis-3616	117	14	contact	contact	NOUN
fis-3616	117	15	with	with	ADP
fis-3616	117	16	a	a	DET
fis-3616	117	17	«	«	PUNCT
fis-3616	117	18	finite	finite	ADJ
fis-3616	117	19	sliding	sliding	NOUN
fis-3616	117	20	»	»	PUNCT
fis-3616	117	21	contact	contact	NOUN
fis-3616	117	22	.	.	PUNCT
fis-3616	118	1	the	the	DET
fis-3616	118	2	«	«	PUNCT
fis-3616	118	3	hard	hard	ADJ
fis-3616	118	4	contact	contact	NOUN
fis-3616	118	5	»	»	PUNCT
fis-3616	118	6	option	option	NOUN
fis-3616	118	7	defines	define	VERB
fis-3616	118	8	the	the	DET
fis-3616	118	9	contact	contact	NOUN
fis-3616	118	10	in	in	ADP
fis-3616	118	11	the	the	DET
fis-3616	118	12	normal	normal	ADJ
fis-3616	118	13	direction	direction	NOUN
fis-3616	118	14	and	and	CCONJ
fis-3616	118	15	a	a	DET
fis-3616	118	16	high	high	ADJ
fis-3616	118	17	friction	friction	NOUN
fis-3616	118	18	(	(	PUNCT
fis-3616	118	19	'	'	PUNCT
fis-3616	118	20	rought	rought	ADJ
fis-3616	118	21	'	'	PUNCT
fis-3616	118	22	option	option	NOUN
fis-3616	118	23	)	)	PUNCT
fis-3616	118	24	was	be	AUX
fis-3616	118	25	applied	apply	VERB
fis-3616	118	26	for	for	ADP
fis-3616	118	27	the	the	DET
fis-3616	118	28	contact	contact	NOUN
fis-3616	118	29	behavior	behavior	NOUN
fis-3616	118	30	in	in	ADP
fis-3616	118	31	the	the	DET
fis-3616	118	32	tangential	tangential	ADJ
fis-3616	118	33	direction	direction	NOUN
fis-3616	118	34	(	(	PUNCT
fis-3616	118	35	fig.6	fig.6	PROPN
fis-3616	118	36	)	)	PUNCT
fis-3616	118	37	.	.	PUNCT
fis-3616	119	1	concerning	concern	VERB
fis-3616	119	2	the	the	DET
fis-3616	119	3	interaction	interaction	NOUN
fis-3616	119	4	between	between	ADP
fis-3616	119	5	the	the	DET
fis-3616	119	6	y.	y.	PROPN
fis-3616	119	7	boulmaali	boulmaali	VERB
fis-3616	119	8	-	-	PUNCT
fis-3616	119	9	hacene	hacene	PROPN
fis-3616	119	10	chaouche	chaouche	NOUN
fis-3616	119	11	et	et	PROPN
fis-3616	119	12	alii	alii	PROPN
fis-3616	119	13	,	,	PUNCT
fis-3616	119	14	frattura	frattura	PROPN
fis-3616	119	15	ed	ed	PROPN
fis-3616	119	16	integrità	integrità	PROPN
fis-3616	119	17	strutturale	strutturale	PROPN
fis-3616	119	18	,	,	PUNCT
fis-3616	119	19	61	61	NUM
fis-3616	119	20	(	(	PUNCT
fis-3616	119	21	2022	2022	NUM
fis-3616	119	22	)	)	PUNCT
fis-3616	119	23	61	61	NUM
fis-3616	119	24	-	-	SYM
fis-3616	119	25	106	106	NUM
fis-3616	119	26	;	;	PUNCT
fis-3616	119	27	doi	doi	NOUN
fis-3616	119	28	:	:	PUNCT
fis-3616	119	29	10.3221	10.3221	NUM
fis-3616	119	30	/	/	SYM
fis-3616	119	31	igf	igf	PROPN
fis-3616	119	32	-	-	ADJ
fis-3616	119	33	esis.62.07	esis.62.07	ADJ
fis-3616	119	34	98	98	NUM
fis-3616	119	35	contacting	contact	VERB
fis-3616	119	36	surfaces	surface	NOUN
fis-3616	119	37	of	of	ADP
fis-3616	119	38	the	the	DET
fis-3616	119	39	steel	steel	NOUN
fis-3616	119	40	tube	tube	NOUN
fis-3616	119	41	and	and	CCONJ
fis-3616	119	42	the	the	DET
fis-3616	119	43	concrete	concrete	ADJ
fis-3616	119	44	core	core	NOUN
fis-3616	119	45	(	(	PUNCT
fis-3616	119	46	inner	inner	ADJ
fis-3616	119	47	surface	surface	NOUN
fis-3616	119	48	of	of	ADP
fis-3616	119	49	the	the	DET
fis-3616	119	50	steel	steel	NOUN
fis-3616	119	51	tube	tube	NOUN
fis-3616	119	52	and	and	CCONJ
fis-3616	119	53	outer	outer	ADJ
fis-3616	119	54	surface	surface	NOUN
fis-3616	119	55	of	of	ADP
fis-3616	119	56	the	the	DET
fis-3616	119	57	concrete	concrete	ADJ
fis-3616	119	58	cylinder	cylinder	NOUN
fis-3616	119	59	)	)	PUNCT
fis-3616	119	60	,	,	PUNCT
fis-3616	119	61	we	we	PRON
fis-3616	119	62	have	have	AUX
fis-3616	119	63	defined	define	VERB
fis-3616	119	64	it	it	PRON
fis-3616	119	65	by	by	ADP
fis-3616	119	66	a	a	DET
fis-3616	119	67	tangential	tangential	ADJ
fis-3616	119	68	contact	contact	NOUN
fis-3616	119	69	materialized	materialize	VERB
fis-3616	119	70	by	by	ADP
fis-3616	119	71	a	a	DET
fis-3616	119	72	friction	friction	NOUN
fis-3616	119	73	coefficient	coefficient	NOUN
fis-3616	119	74	equal	equal	ADJ
fis-3616	119	75	to	to	ADP
fis-3616	119	76	0.2	0.2	NUM
fis-3616	119	77	(	(	PUNCT
fis-3616	119	78	fig	fig	NOUN
fis-3616	119	79	.	.	PUNCT
fis-3616	119	80	6a	6a	NOUN
fis-3616	119	81	)	)	PUNCT
fis-3616	119	82	.	.	PUNCT
fis-3616	120	1	for	for	ADP
fis-3616	120	2	the	the	DET
fis-3616	120	3	finite	finite	PROPN
fis-3616	120	4	element	element	PROPN
fis-3616	120	5	model	model	NOUN
fis-3616	120	6	,	,	PUNCT
fis-3616	120	7	the	the	DET
fis-3616	120	8	lower	low	ADJ
fis-3616	120	9	rigid	rigid	ADJ
fis-3616	120	10	plate	plate	NOUN
fis-3616	120	11	,	,	PUNCT
fis-3616	120	12	in	in	ADP
fis-3616	120	13	contact	contact	NOUN
fis-3616	120	14	with	with	ADP
fis-3616	120	15	the	the	DET
fis-3616	120	16	bottom	bottom	NOUN
fis-3616	120	17	of	of	ADP
fis-3616	120	18	the	the	DET
fis-3616	120	19	steel	steel	NOUN
fis-3616	120	20	tube	tube	NOUN
fis-3616	120	21	,	,	PUNCT
fis-3616	120	22	is	be	AUX
fis-3616	120	23	fixed	fix	VERB
fis-3616	120	24	in	in	ADP
fis-3616	120	25	all	all	DET
fis-3616	120	26	six	six	NUM
fis-3616	120	27	directions	direction	NOUN
fis-3616	120	28	(	(	PUNCT
fis-3616	120	29	ux	ux	NOUN
fis-3616	120	30	=	=	NOUN
fis-3616	120	31	uy	uy	NOUN
fis-3616	120	32	=	=	NOUN
fis-3616	120	33	uz=0	uz=0	PROPN
fis-3616	120	34	,	,	PUNCT
fis-3616	120	35			PROPN
fis-3616	120	36			PROPN
fis-3616	120	37	x	x	NOUN
fis-3616	120	38	y	y	NOUN
fis-3616	120	39	zθ	zθ	NUM
fis-3616	120	40	θ	θ	NOUN
fis-3616	120	41	θ	θ	NOUN
fis-3616	120	42	0	0	NUM
fis-3616	120	43	)	)	PUNCT
fis-3616	120	44	and	and	CCONJ
fis-3616	120	45	the	the	DET
fis-3616	120	46	upper	upper	ADJ
fis-3616	120	47	rigid	rigid	ADJ
fis-3616	120	48	plate	plate	NOUN
fis-3616	120	49	is	be	AUX
fis-3616	120	50	fixed	fix	VERB
fis-3616	120	51	in	in	ADP
fis-3616	120	52	all	all	DET
fis-3616	120	53	five	five	NUM
fis-3616	120	54	directions	direction	NOUN
fis-3616	120	55	except	except	SCONJ
fis-3616	120	56	the	the	DET
fis-3616	120	57	vertical	vertical	ADJ
fis-3616	120	58	displacement	displacement	ADJ
fis-3616	120	59	direction	direction	NOUN
fis-3616	120	60	(	(	PUNCT
fis-3616	120	61	ux	ux	NOUN
fis-3616	120	62	=	=	NOUN
fis-3616	120	63	uy=	uy=	PROPN
fis-3616	120	64	0	0	NUM
fis-3616	120	65	,	,	PUNCT
fis-3616	120	66			PROPN
fis-3616	120	67			PROPN
fis-3616	120	68	x	x	NOUN
fis-3616	120	69	y	y	NOUN
fis-3616	120	70	zθ	zθ	NUM
fis-3616	120	71	θ	θ	NOUN
fis-3616	120	72	θ	θ	NOUN
fis-3616	120	73	0	0	NUM
fis-3616	120	74	)	)	PUNCT
fis-3616	120	75	.	.	PUNCT
fis-3616	121	1	the	the	DET
fis-3616	121	2	models	model	NOUN
fis-3616	121	3	are	be	AUX
fis-3616	121	4	subjected	subject	VERB
fis-3616	121	5	to	to	ADP
fis-3616	121	6	axial	axial	ADJ
fis-3616	121	7	center	center	NOUN
fis-3616	121	8	compression	compression	NOUN
fis-3616	121	9	loading	loading	NOUN
fis-3616	121	10	represented	represent	VERB
fis-3616	121	11	by	by	ADP
fis-3616	121	12	an	an	DET
fis-3616	121	13	imposed	impose	VERB
fis-3616	121	14	displacement	displacement	NOUN
fis-3616	121	15	applied	apply	VERB
fis-3616	121	16	to	to	ADP
fis-3616	121	17	the	the	DET
fis-3616	121	18	upper	upper	ADJ
fis-3616	121	19	rigid	rigid	ADJ
fis-3616	121	20	plate	plate	NOUN
fis-3616	121	21	(	(	PUNCT
fis-3616	121	22	imposed	impose	VERB
fis-3616	121	23	displacement	displacement	ADJ
fis-3616	121	24	uz=	uz=	ADJ
fis-3616	121	25	10	10	NUM
fis-3616	121	26	mm	mm	NOUN
fis-3616	121	27	)	)	PUNCT
fis-3616	121	28	(	(	PUNCT
fis-3616	121	29	fig	fig	NOUN
fis-3616	121	30	.	.	PUNCT
fis-3616	121	31	6b	6b	NOUN
fis-3616	121	32	)	)	PUNCT
fis-3616	121	33	.	.	PUNCT
fis-3616	122	1	(	(	PUNCT
fis-3616	122	2	a	a	X
fis-3616	122	3	)	)	PUNCT
fis-3616	122	4	(	(	PUNCT
fis-3616	122	5	b	b	X
fis-3616	122	6	)	)	PUNCT
fis-3616	122	7	(	(	PUNCT
fis-3616	122	8	c	c	X
fis-3616	122	9	)	)	PUNCT
fis-3616	122	10	figure	figure	NOUN
fis-3616	122	11	5	5	NUM
fis-3616	122	12	:	:	PUNCT
fis-3616	122	13	mesh	mesh	NOUN
fis-3616	122	14	of	of	ADP
fis-3616	122	15	columns	column	NOUN
fis-3616	122	16	filled	fill	VERB
fis-3616	122	17	with	with	ADP
fis-3616	122	18	rigid	rigid	ADJ
fis-3616	122	19	plates	plate	NOUN
fis-3616	122	20	at	at	ADP
fis-3616	122	21	the	the	DET
fis-3616	122	22	ends	end	NOUN
fis-3616	122	23	:	:	PUNCT
fis-3616	122	24	(	(	PUNCT
fis-3616	122	25	a	a	X
fis-3616	122	26	)	)	PUNCT
fis-3616	122	27	concrete	concrete	NOUN
fis-3616	122	28	,	,	PUNCT
fis-3616	122	29	(	(	PUNCT
fis-3616	122	30	b	b	X
fis-3616	122	31	)	)	PUNCT
fis-3616	122	32	steel	steel	NOUN
fis-3616	122	33	tube	tube	NOUN
fis-3616	122	34	,	,	PUNCT
fis-3616	122	35	(	(	PUNCT
fis-3616	122	36	c	c	X
fis-3616	122	37	)	)	PUNCT
fis-3616	122	38	tube	tube	NOUN
fis-3616	122	39	filled	fill	VERB
fis-3616	122	40	with	with	ADP
fis-3616	122	41	concrete	concrete	NOUN
fis-3616	122	42	.	.	PUNCT
fis-3616	123	1	(	(	PUNCT
fis-3616	123	2	a	a	X
fis-3616	123	3	)	)	PUNCT
fis-3616	123	4	(	(	PUNCT
fis-3616	123	5	b	b	X
fis-3616	123	6	)	)	PUNCT
fis-3616	123	7	figure	figure	NOUN
fis-3616	123	8	6	6	NUM
fis-3616	123	9	:	:	PUNCT
fis-3616	123	10	interaction	interaction	NOUN
fis-3616	123	11	loading	loading	NOUN
fis-3616	123	12	and	and	CCONJ
fis-3616	123	13	limit	limit	VERB
fis-3616	123	14	conditions	condition	NOUN
fis-3616	123	15	of	of	ADP
fis-3616	123	16	the	the	DET
fis-3616	123	17	models	model	NOUN
fis-3616	123	18	(	(	PUNCT
fis-3616	123	19	a	a	NOUN
fis-3616	123	20	)	)	PUNCT
fis-3616	123	21	loading	loading	NOUN
fis-3616	123	22	and	and	CCONJ
fis-3616	123	23	boundary	boundary	ADJ
fis-3616	123	24	conditions	condition	NOUN
fis-3616	123	25	,	,	PUNCT
fis-3616	123	26	(	(	PUNCT
fis-3616	123	27	b	b	X
fis-3616	123	28	)	)	PUNCT
fis-3616	123	29	interaction	interaction	NOUN
fis-3616	123	30	contact	contact	NOUN
fis-3616	123	31	.	.	PUNCT
fis-3616	124	1	y.	y.	PROPN
fis-3616	124	2	boulmaali	boulmaali	VERB
fis-3616	124	3	-	-	PUNCT
fis-3616	124	4	hacene	hacene	PROPN
fis-3616	124	5	chaouche	chaouche	NOUN
fis-3616	124	6	et	et	PROPN
fis-3616	124	7	alii	alii	PROPN
fis-3616	124	8	,	,	PUNCT
fis-3616	124	9	frattura	frattura	PROPN
fis-3616	124	10	ed	ed	PROPN
fis-3616	124	11	integrità	integrità	PROPN
fis-3616	124	12	strutturale	strutturale	PROPN
fis-3616	124	13	,	,	PUNCT
fis-3616	124	14	61	61	NUM
fis-3616	124	15	(	(	PUNCT
fis-3616	124	16	2022	2022	NUM
fis-3616	124	17	)	)	PUNCT
fis-3616	124	18	61	61	NUM
fis-3616	124	19	-	-	SYM
fis-3616	124	20	106	106	NUM
fis-3616	124	21	;	;	PUNCT
fis-3616	124	22	doi	doi	NOUN
fis-3616	124	23	:	:	PUNCT
fis-3616	124	24	10.3221	10.3221	NUM
fis-3616	124	25	/	/	SYM
fis-3616	124	26	igf	igf	PROPN
fis-3616	124	27	-	-	ADJ
fis-3616	124	28	esis.62.07	esis.62.07	ADJ
fis-3616	124	29	99	99	NUM
fis-3616	124	30	0	0	NUM
fis-3616	124	31	100	100	NUM
fis-3616	124	32	200	200	NUM
fis-3616	124	33	300	300	NUM
fis-3616	124	34	400	400	NUM
fis-3616	124	35	500	500	NUM
fis-3616	124	36	600	600	NUM
fis-3616	124	37	700	700	NUM
fis-3616	124	38	800	800	NUM
fis-3616	124	39	0	0	NUM
fis-3616	124	40	2,5	2,5	NUM
fis-3616	124	41	5	5	NUM
fis-3616	124	42	7,5	7,5	NUM
fis-3616	124	43	10	10	NUM
fis-3616	124	44	12,5	12,5	NUM
fis-3616	124	45	15	15	NUM
fis-3616	124	46	17,5	17,5	NUM
fis-3616	124	47	l	l	NOUN
fis-3616	124	48	oa	oa	INTJ
fis-3616	125	1	d	d	X
fis-3616	125	2	(	(	PUNCT
fis-3616	125	3	k	k	PROPN
fis-3616	125	4	n	n	X
fis-3616	125	5	)	)	PUNCT
fis-3616	125	6	strain×10	strain×10	NOUN
fis-3616	125	7	-	-	SYM
fis-3616	125	8	3	3	NUM
fis-3616	125	9	(	(	PUNCT
fis-3616	125	10	mm	mm	PROPN
fis-3616	125	11	/	/	SYM
fis-3616	125	12	mm	mm	PROPN
fis-3616	125	13	)	)	PUNCT
fis-3616	125	14	multi‐linear	multi‐linear	AUX
fis-3616	125	15	 	 	SPACE
fis-3616	125	16	hardening	harden	VERB
fis-3616	125	17	elastic‐perfectly	elastic‐perfectly	ADV
fis-3616	125	18	 	 	SPACE
fis-3616	125	19	plastic	plastic	NOUN
fis-3616	125	20	model	model	NOUN
fis-3616	125	21	 	 	SPACE
fis-3616	125	22	of	of	ADP
fis-3616	125	23	 	 	SPACE
fis-3616	125	24	tao	tao	PROPN
fis-3616	125	25	(	(	PUNCT
fis-3616	125	26	c	c	NOUN
fis-3616	125	27	)	)	PUNCT
fis-3616	125	28	0	0	NUM
fis-3616	125	29	100	100	NUM
fis-3616	125	30	200	200	NUM
fis-3616	125	31	300	300	NUM
fis-3616	125	32	400	400	NUM
fis-3616	125	33	500	500	NUM
fis-3616	125	34	600	600	NUM
fis-3616	125	35	700	700	NUM
fis-3616	125	36	800	800	NUM
fis-3616	125	37	0	0	NUM
fis-3616	125	38	10	10	NUM
fis-3616	125	39	20	20	NUM
fis-3616	125	40	30	30	NUM
fis-3616	125	41	40	40	NUM
fis-3616	125	42	50	50	NUM
fis-3616	125	43	60	60	NUM
fis-3616	125	44	70	70	NUM
fis-3616	125	45	80	80	NUM
fis-3616	125	46	l	l	NOUN
fis-3616	125	47	oa	oa	X
fis-3616	125	48	d	d	X
fis-3616	125	49	(	(	PUNCT
fis-3616	125	50	k	k	PROPN
fis-3616	125	51	n	n	X
fis-3616	125	52	)	)	PUNCT
fis-3616	125	53	strain×10	strain×10	NOUN
fis-3616	125	54	-	-	SYM
fis-3616	125	55	3	3	NUM
fis-3616	125	56	(	(	PUNCT
fis-3616	125	57	mm	mm	PROPN
fis-3616	125	58	/	/	SYM
fis-3616	125	59	mm	mm	PROPN
fis-3616	125	60	)	)	PUNCT
fis-3616	125	61	multi‐linear	multi‐linear	AUX
fis-3616	125	62	 	 	SPACE
fis-3616	125	63	hardening	harden	VERB
fis-3616	125	64	elastic‐perfectly	elastic‐perfectly	ADV
fis-3616	125	65	 	 	SPACE
fis-3616	125	66	plastic	plastic	NOUN
fis-3616	125	67	model	model	NOUN
fis-3616	125	68	 	 	SPACE
fis-3616	125	69	of	of	ADP
fis-3616	125	70	  	  	SPACE
fis-3616	125	71	tao	tao	PROPN
fis-3616	125	72	(	(	PUNCT
fis-3616	125	73	a	a	PROPN
fis-3616	125	74	)	)	PUNCT
fis-3616	125	75	0	0	NUM
fis-3616	125	76	100	100	NUM
fis-3616	125	77	200	200	NUM
fis-3616	126	1	300	300	NUM
fis-3616	126	2	400	400	NUM
fis-3616	126	3	500	500	NUM
fis-3616	126	4	600	600	NUM
fis-3616	126	5	700	700	NUM
fis-3616	126	6	800	800	NUM
fis-3616	126	7	0	0	NUM
fis-3616	126	8	10	10	NUM
fis-3616	126	9	20	20	NUM
fis-3616	126	10	30	30	NUM
fis-3616	126	11	40	40	NUM
fis-3616	126	12	50	50	NUM
fis-3616	126	13	l	l	NOUN
fis-3616	126	14	oa	oa	X
fis-3616	126	15	d	d	X
fis-3616	126	16	(	(	PUNCT
fis-3616	126	17	k	k	PROPN
fis-3616	126	18	n	n	X
fis-3616	126	19	)	)	PUNCT
fis-3616	126	20	strain×10	strain×10	NOUN
fis-3616	126	21	-	-	SYM
fis-3616	126	22	3	3	NUM
fis-3616	126	23	(	(	PUNCT
fis-3616	126	24	mm	mm	PROPN
fis-3616	126	25	/	/	SYM
fis-3616	126	26	mm	mm	PROPN
fis-3616	126	27	)	)	PUNCT
fis-3616	126	28	multi‐linear	multi‐linear	AUX
fis-3616	126	29	 	 	SPACE
fis-3616	126	30	hardening	harden	VERB
fis-3616	126	31	elastic‐perfectly	elastic‐perfectly	ADV
fis-3616	126	32	 	 	SPACE
fis-3616	126	33	plastic	plastic	NOUN
fis-3616	126	34	model	model	NOUN
fis-3616	126	35	 	 	SPACE
fis-3616	126	36	of	of	ADP
fis-3616	126	37	 	 	SPACE
fis-3616	126	38	tao	tao	PROPN
fis-3616	126	39	(	(	PUNCT
fis-3616	126	40	b	b	NOUN
fis-3616	126	41	)	)	PUNCT
fis-3616	126	42	figure	figure	NOUN
fis-3616	126	43	7	7	NUM
fis-3616	126	44	:	:	PUNCT
fis-3616	126	45	lateral	lateral	ADJ
fis-3616	126	46	load	load	NOUN
fis-3616	126	47	-	-	PUNCT
fis-3616	126	48	deformation	deformation	NOUN
fis-3616	126	49	state	state	NOUN
fis-3616	126	50	under	under	ADP
fis-3616	126	51	different	different	ADJ
fis-3616	126	52	plastic	plastic	ADJ
fis-3616	126	53	state	state	NOUN
fis-3616	126	54	behaviours:(a	behaviours:(a	NOUN
fis-3616	126	55	)	)	PUNCT
fis-3616	126	56	tube	tube	NOUN
fis-3616	126	57	t1c1	t1c1	NOUN
fis-3616	126	58	,	,	PUNCT
fis-3616	126	59	(	(	PUNCT
fis-3616	126	60	b	b	X
fis-3616	126	61	)	)	PUNCT
fis-3616	126	62	tube	tube	NOUN
fis-3616	126	63	t2c1	t2c1	NOUN
fis-3616	126	64	,	,	PUNCT
fis-3616	126	65	(	(	PUNCT
fis-3616	126	66	c	c	NOUN
fis-3616	126	67	)	)	PUNCT
fis-3616	126	68	tube	tube	NOUN
fis-3616	126	69	t3c1	t3c1	PUNCT
fis-3616	126	70	.	.	PUNCT
fis-3616	127	1	results	result	NOUN
fis-3616	127	2	and	and	CCONJ
fis-3616	127	3	discussion	discussion	NOUN
fis-3616	127	4	oncerning	oncerne	VERB
fis-3616	127	5	the	the	DET
fis-3616	127	6	three	three	NUM
fis-3616	127	7	short	short	ADJ
fis-3616	127	8	tubes	tube	NOUN
fis-3616	127	9	t1c1	t1c1	NOUN
fis-3616	127	10	,	,	PUNCT
fis-3616	127	11	t2c1	t2c1	NOUN
fis-3616	127	12	and	and	CCONJ
fis-3616	127	13	t3c1	t3c1	ADP
fis-3616	127	14	,	,	PUNCT
fis-3616	127	15	whose	whose	DET
fis-3616	127	16	mechanical	mechanical	ADJ
fis-3616	127	17	characteristics	characteristic	NOUN
fis-3616	127	18	of	of	ADP
fis-3616	127	19	the	the	DET
fis-3616	127	20	two	two	NUM
fis-3616	127	21	materials	material	NOUN
fis-3616	127	22	steel	steel	NOUN
fis-3616	127	23	and	and	CCONJ
fis-3616	127	24	concrete	concrete	NOUN
fis-3616	127	25	are	be	AUX
fis-3616	127	26	identical	identical	ADJ
fis-3616	127	27	,	,	PUNCT
fis-3616	127	28	the	the	DET
fis-3616	127	29	numerical	numerical	ADJ
fis-3616	127	30	results	result	NOUN
fis-3616	127	31	of	of	ADP
fis-3616	127	32	the	the	DET
fis-3616	127	33	load	load	NOUN
fis-3616	127	34	-	-	PUNCT
fis-3616	127	35	deformation	deformation	NOUN
fis-3616	127	36	state	state	NOUN
fis-3616	127	37	measured	measure	VERB
fis-3616	127	38	at	at	ADP
fis-3616	127	39	the	the	DET
fis-3616	127	40	level	level	NOUN
fis-3616	127	41	of	of	ADP
fis-3616	127	42	the	the	DET
fis-3616	127	43	median	median	ADJ
fis-3616	127	44	section	section	NOUN
fis-3616	127	45	of	of	ADP
fis-3616	127	46	the	the	DET
fis-3616	127	47	tube	tube	NOUN
fis-3616	127	48	,	,	PUNCT
fis-3616	127	49	followed	follow	VERB
fis-3616	127	50	an	an	DET
fis-3616	127	51	elasto	elasto	NOUN
fis-3616	127	52	-	-	PUNCT
fis-3616	127	53	plastic	plastic	NOUN
fis-3616	127	54	behavior	behavior	NOUN
fis-3616	127	55	(	(	PUNCT
fis-3616	127	56	material	material	NOUN
fis-3616	127	57	nonlinearity	nonlinearity	NOUN
fis-3616	127	58	)	)	PUNCT
fis-3616	127	59	,	,	PUNCT
fis-3616	127	60	characterized	characterize	VERB
fis-3616	127	61	by	by	ADP
fis-3616	127	62	a	a	DET
fis-3616	127	63	local	local	ADJ
fis-3616	127	64	buckling	buckling	NOUN
fis-3616	127	65	such	such	ADJ
fis-3616	127	66	as	as	SCONJ
fis-3616	127	67	described	describe	VERB
fis-3616	127	68	by	by	ADP
fis-3616	127	69	several	several	ADJ
fis-3616	127	70	authors	author	NOUN
fis-3616	127	71	of	of	ADP
fis-3616	127	72	which	which	PRON
fis-3616	127	73	cheng	cheng	PROPN
fis-3616	127	74	fang	fang	PROPN
fis-3616	127	75	et	et	PROPN
fis-3616	127	76	al	al	PROPN
fis-3616	128	1	[	[	X
fis-3616	128	2	14	14	NUM
fis-3616	128	3	]	]	PUNCT
fis-3616	128	4	.	.	PUNCT
fis-3616	129	1	t1c1	t1c1	NOUN
fis-3616	129	2	tube	tube	NOUN
fis-3616	129	3	:	:	PUNCT
fis-3616	129	4	the	the	DET
fis-3616	129	5	curves	curve	NOUN
fis-3616	129	6	of	of	ADP
fis-3616	129	7	the	the	DET
fis-3616	129	8	three	three	NUM
fis-3616	129	9	load	load	NOUN
fis-3616	129	10	-	-	PUNCT
fis-3616	129	11	deformation	deformation	NOUN
fis-3616	129	12	states	state	NOUN
fis-3616	129	13	for	for	ADP
fis-3616	129	14	the	the	DET
fis-3616	129	15	different	different	ADJ
fis-3616	129	16	behaviours	behaviour	NOUN
fis-3616	129	17	are	be	AUX
fis-3616	129	18	almost	almost	ADV
fis-3616	129	19	merged	merge	VERB
fis-3616	129	20	,	,	PUNCT
fis-3616	129	21	however	however	ADV
fis-3616	129	22	,	,	PUNCT
fis-3616	129	23	tao	tao	PROPN
fis-3616	129	24	's	's	PART
fis-3616	129	25	model	model	NOUN
fis-3616	129	26	presents	present	VERB
fis-3616	129	27	large	large	ADJ
fis-3616	129	28	tensile	tensile	NOUN
fis-3616	129	29	strains	strain	NOUN
fis-3616	129	30	reaching	reach	VERB
fis-3616	129	31	a	a	DET
fis-3616	129	32	positive	positive	ADJ
fis-3616	129	33	value	value	NOUN
fis-3616	129	34	of	of	ADP
fis-3616	129	35	35×10	35×10	NUM
fis-3616	129	36	-	-	SYM
fis-3616	129	37	3	3	NUM
fis-3616	129	38	,	,	PUNCT
fis-3616	129	39	unlike	unlike	ADP
fis-3616	129	40	that	that	PRON
fis-3616	129	41	of	of	ADP
fis-3616	129	42	the	the	DET
fis-3616	129	43	other	other	ADJ
fis-3616	129	44	two	two	NUM
fis-3616	129	45	behaviours	behaviour	NOUN
fis-3616	129	46	namely	namely	ADV
fis-3616	129	47	multi	multi	ADJ
fis-3616	129	48	-	-	ADJ
fis-3616	129	49	linear	linear	ADJ
fis-3616	129	50	hardening	hardening	NOUN
fis-3616	129	51	and	and	CCONJ
fis-3616	129	52	perfectly	perfectly	ADV
fis-3616	129	53	plastic	plastic	ADJ
fis-3616	129	54	(	(	PUNCT
fis-3616	129	55	fig	fig	NOUN
fis-3616	129	56	.	.	PUNCT
fis-3616	129	57	7a	7a	NUM
fis-3616	129	58	)	)	PUNCT
fis-3616	129	59	.	.	PUNCT
fis-3616	130	1	based	base	VERB
fis-3616	130	2	on	on	ADP
fis-3616	130	3	the	the	DET
fis-3616	130	4	theory	theory	NOUN
fis-3616	130	5	proposed	propose	VERB
fis-3616	130	6	by	by	ADP
fis-3616	130	7	tao	tao	PROPN
fis-3616	130	8	et	et	PROPN
fis-3616	130	9	al	al	PROPN
fis-3616	131	1	[	[	X
fis-3616	131	2	12	12	NUM
fis-3616	131	3	]	]	PUNCT
fis-3616	131	4	,	,	PUNCT
fis-3616	131	5	we	we	PRON
fis-3616	131	6	notice	notice	VERB
fis-3616	131	7	that	that	SCONJ
fis-3616	131	8	increasing	increase	VERB
fis-3616	131	9	the	the	DET
fis-3616	131	10	diameter	diameter	NOUN
fis-3616	131	11	of	of	ADP
fis-3616	131	12	the	the	DET
fis-3616	131	13	steel	steel	NOUN
fis-3616	131	14	tube	tube	NOUN
fis-3616	131	15	by	by	ADP
fis-3616	131	16	20	20	NUM
fis-3616	131	17	%	%	NOUN
fis-3616	131	18	(	(	PUNCT
fis-3616	131	19	t2c1	t2c1	NOUN
fis-3616	131	20	)	)	PUNCT
fis-3616	131	21	and	and	CCONJ
fis-3616	131	22	33	33	NUM
fis-3616	131	23	%	%	NOUN
fis-3616	131	24	(	(	PUNCT
fis-3616	131	25	t3c1	t3c1	NOUN
fis-3616	131	26	)	)	PUNCT
fis-3616	131	27	leads	lead	VERB
fis-3616	131	28	to	to	ADP
fis-3616	131	29	a	a	DET
fis-3616	131	30	significant	significant	ADJ
fis-3616	131	31	decrease	decrease	NOUN
fis-3616	131	32	in	in	ADP
fis-3616	131	33	the	the	DET
fis-3616	131	34	strain	strain	NOUN
fis-3616	131	35	c	c	PROPN
fis-3616	131	36	y.	y.	PROPN
fis-3616	131	37	boulmaali	boulmaali	VERB
fis-3616	131	38	-	-	PUNCT
fis-3616	131	39	hacene	hacene	PROPN
fis-3616	131	40	chaouche	chaouche	NOUN
fis-3616	131	41	et	et	PROPN
fis-3616	131	42	alii	alii	PROPN
fis-3616	131	43	,	,	PUNCT
fis-3616	131	44	frattura	frattura	PROPN
fis-3616	131	45	ed	ed	PROPN
fis-3616	131	46	integrità	integrità	PROPN
fis-3616	131	47	strutturale	strutturale	PROPN
fis-3616	131	48	,	,	PUNCT
fis-3616	131	49	61	61	NUM
fis-3616	131	50	(	(	PUNCT
fis-3616	131	51	2022	2022	NUM
fis-3616	131	52	)	)	PUNCT
fis-3616	131	53	61	61	NUM
fis-3616	131	54	-	-	SYM
fis-3616	131	55	106	106	NUM
fis-3616	131	56	;	;	PUNCT
fis-3616	131	57	doi	doi	NOUN
fis-3616	131	58	:	:	PUNCT
fis-3616	131	59	10.3221	10.3221	NUM
fis-3616	131	60	/	/	SYM
fis-3616	131	61	igf	igf	PROPN
fis-3616	131	62	-	-	ADJ
fis-3616	131	63	esis.62.07	esis.62.07	ADJ
fis-3616	131	64	100	100	NUM
fis-3616	131	65	by	by	ADP
fis-3616	131	66	65	65	NUM
fis-3616	131	67	%	%	NOUN
fis-3616	131	68	and	and	CCONJ
fis-3616	131	69	71	71	NUM
fis-3616	131	70	%	%	NOUN
fis-3616	131	71	respectively	respectively	ADV
fis-3616	131	72	(	(	PUNCT
fis-3616	131	73	figs	fig	NOUN
fis-3616	131	74	.	.	PUNCT
fis-3616	132	1	7b	7b	NOUN
fis-3616	132	2	and	and	CCONJ
fis-3616	132	3	7c	7c	NUM
fis-3616	132	4	)	)	PUNCT
fis-3616	132	5	.	.	PUNCT
fis-3616	133	1	the	the	DET
fis-3616	133	2	concrete	concrete	ADJ
fis-3616	133	3	core	core	NOUN
fis-3616	133	4	and	and	CCONJ
fis-3616	133	5	the	the	DET
fis-3616	133	6	steel	steel	NOUN
fis-3616	133	7	tube	tube	NOUN
fis-3616	133	8	can	can	AUX
fis-3616	133	9	experience	experience	VERB
fis-3616	133	10	different	different	ADJ
fis-3616	133	11	deformations	deformation	NOUN
fis-3616	133	12	,	,	PUNCT
fis-3616	133	13	but	but	CCONJ
fis-3616	133	14	the	the	DET
fis-3616	133	15	confinement	confinement	NOUN
fis-3616	133	16	of	of	ADP
fis-3616	133	17	the	the	DET
fis-3616	133	18	concrete	concrete	NOUN
fis-3616	133	19	and	and	CCONJ
fis-3616	133	20	the	the	DET
fis-3616	133	21	action	action	NOUN
fis-3616	133	22	of	of	ADP
fis-3616	133	23	the	the	DET
fis-3616	133	24	bond	bond	NOUN
fis-3616	133	25	on	on	ADP
fis-3616	133	26	their	their	PRON
fis-3616	133	27	contact	contact	NOUN
fis-3616	133	28	surface	surface	NOUN
fis-3616	133	29	will	will	AUX
fis-3616	133	30	produce	produce	VERB
fis-3616	133	31	positive	positive	ADJ
fis-3616	133	32	effects	effect	NOUN
fis-3616	133	33	(	(	PUNCT
fis-3616	133	34	deformation	deformation	NOUN
fis-3616	133	35	reduction	reduction	NOUN
fis-3616	133	36	)	)	PUNCT
fis-3616	133	37	.	.	PUNCT
fis-3616	134	1	for	for	ADP
fis-3616	134	2	the	the	DET
fis-3616	134	3	perfectly	perfectly	ADV
fis-3616	134	4	plastic	plastic	ADJ
fis-3616	134	5	model	model	NOUN
fis-3616	134	6	,	,	PUNCT
fis-3616	134	7	the	the	DET
fis-3616	134	8	increase	increase	NOUN
fis-3616	134	9	of	of	ADP
fis-3616	134	10	the	the	DET
fis-3616	134	11	tube	tube	NOUN
fis-3616	134	12	diameter	diameter	NOUN
fis-3616	134	13	leads	lead	VERB
fis-3616	134	14	to	to	ADP
fis-3616	134	15	a	a	DET
fis-3616	134	16	plastic	plastic	ADJ
fis-3616	134	17	flow	flow	NOUN
fis-3616	134	18	of	of	ADP
fis-3616	134	19	the	the	DET
fis-3616	134	20	steel	steel	NOUN
fis-3616	134	21	,	,	PUNCT
fis-3616	134	22	resulting	result	VERB
fis-3616	134	23	in	in	ADP
fis-3616	134	24	an	an	DET
fis-3616	134	25	increase	increase	NOUN
fis-3616	134	26	of	of	ADP
fis-3616	134	27	the	the	DET
fis-3616	134	28	deformations	deformation	NOUN
fis-3616	134	29	respectively	respectively	ADV
fis-3616	134	30	of	of	ADP
fis-3616	134	31	69	69	NUM
fis-3616	134	32	%	%	NOUN
fis-3616	134	33	and	and	CCONJ
fis-3616	134	34	71	71	NUM
fis-3616	134	35	%	%	NOUN
fis-3616	134	36	for	for	ADP
fis-3616	134	37	t2c1	t2c1	NOUN
fis-3616	134	38	and	and	CCONJ
fis-3616	134	39	t3c1	t3c1	X
fis-3616	134	40	because	because	SCONJ
fis-3616	134	41	these	these	DET
fis-3616	134	42	models	model	NOUN
fis-3616	134	43	neglect	neglect	VERB
fis-3616	134	44	the	the	DET
fis-3616	134	45	work	work	NOUN
fis-3616	134	46	hardening	hardening	NOUN
fis-3616	134	47	of	of	ADP
fis-3616	134	48	the	the	DET
fis-3616	134	49	material	material	NOUN
fis-3616	134	50	.	.	PUNCT
fis-3616	135	1	the	the	DET
fis-3616	135	2	perfect	perfect	ADJ
fis-3616	135	3	elasto	elasto	NOUN
fis-3616	135	4	-	-	PUNCT
fis-3616	135	5	plastic	plastic	NOUN
fis-3616	135	6	model	model	NOUN
fis-3616	135	7	is	be	AUX
fis-3616	135	8	mainly	mainly	ADV
fis-3616	135	9	used	use	VERB
fis-3616	135	10	from	from	ADP
fis-3616	135	11	an	an	DET
fis-3616	135	12	academic	academic	ADJ
fis-3616	135	13	point	point	NOUN
fis-3616	135	14	of	of	ADP
fis-3616	135	15	view	view	NOUN
fis-3616	135	16	to	to	PART
fis-3616	135	17	simplify	simplify	VERB
fis-3616	135	18	the	the	DET
fis-3616	135	19	analytical	analytical	ADJ
fis-3616	135	20	solution	solution	NOUN
fis-3616	135	21	of	of	ADP
fis-3616	135	22	the	the	DET
fis-3616	135	23	problems	problem	NOUN
fis-3616	135	24	that	that	PRON
fis-3616	135	25	occur	occur	VERB
fis-3616	135	26	during	during	ADP
fis-3616	135	27	the	the	DET
fis-3616	135	28	transition	transition	NOUN
fis-3616	135	29	from	from	ADP
fis-3616	135	30	an	an	DET
fis-3616	135	31	elastic	elastic	NOUN
fis-3616	135	32	to	to	ADP
fis-3616	135	33	a	a	DET
fis-3616	135	34	plastic	plastic	ADJ
fis-3616	135	35	state	state	NOUN
fis-3616	135	36	.	.	PUNCT
fis-3616	136	1	finally	finally	ADV
fis-3616	136	2	,	,	PUNCT
fis-3616	136	3	for	for	ADP
fis-3616	136	4	the	the	DET
fis-3616	136	5	model	model	NOUN
fis-3616	136	6	with	with	ADP
fis-3616	136	7	linear	linear	ADJ
fis-3616	136	8	strain	strain	NOUN
fis-3616	136	9	hardening	harden	VERB
fis-3616	136	10	,	,	PUNCT
fis-3616	136	11	the	the	DET
fis-3616	136	12	maximum	maximum	ADJ
fis-3616	136	13	deformation	deformation	NOUN
fis-3616	136	14	decreases	decrease	NOUN
fis-3616	136	15	by	by	ADP
fis-3616	136	16	35	35	NUM
fis-3616	136	17	%	%	NOUN
fis-3616	136	18	and	and	CCONJ
fis-3616	136	19	38	38	NUM
fis-3616	136	20	%	%	NOUN
fis-3616	136	21	for	for	ADP
fis-3616	136	22	t2c1	t2c1	NOUN
fis-3616	136	23	and	and	CCONJ
fis-3616	136	24	t3c1	t3c1	ADP
fis-3616	136	25	respectively	respectively	ADV
fis-3616	136	26	,	,	PUNCT
fis-3616	136	27	compared	compare	VERB
fis-3616	136	28	to	to	ADP
fis-3616	136	29	t1c1	t1c1	DET
fis-3616	136	30	(	(	PUNCT
fis-3616	136	31	fig	fig	NOUN
fis-3616	136	32	.	.	PUNCT
fis-3616	136	33	7	7	NUM
fis-3616	136	34	)	)	PUNCT
fis-3616	136	35	.	.	PUNCT
fis-3616	137	1	figure	figure	VERB
fis-3616	137	2	8	8	NUM
fis-3616	137	3	:	:	PUNCT
fis-3616	137	4	lateral	lateral	ADJ
fis-3616	137	5	load	load	NOUN
fis-3616	137	6	-	-	PUNCT
fis-3616	137	7	deformation	deformation	NOUN
fis-3616	137	8	state	state	NOUN
fis-3616	137	9	under	under	ADP
fis-3616	137	10	different	different	ADJ
fis-3616	137	11	plastic	plastic	NOUN
fis-3616	137	12	state	state	NOUN
fis-3616	137	13	behaviours(a	behaviours(a	PROPN
fis-3616	137	14	)	)	PUNCT
fis-3616	137	15	tube	tube	NOUN
fis-3616	137	16	t1c2	t1c2	INTJ
fis-3616	137	17	,	,	PUNCT
fis-3616	137	18	(	(	PUNCT
fis-3616	137	19	b	b	X
fis-3616	137	20	)	)	PUNCT
fis-3616	137	21	tube	tube	NOUN
fis-3616	137	22	t2c2	t2c2	ADP
fis-3616	137	23	,	,	PUNCT
fis-3616	137	24	(	(	PUNCT
fis-3616	137	25	c	c	NOUN
fis-3616	137	26	)	)	PUNCT
fis-3616	137	27	tube	tube	NOUN
fis-3616	137	28	t3c2	t3c2	PUNCT
fis-3616	137	29	.	.	PUNCT
fis-3616	137	30	by	by	ADP
fis-3616	137	31	varying	vary	VERB
fis-3616	137	32	the	the	DET
fis-3616	137	33	constitutive	constitutive	ADJ
fis-3616	137	34	laws	law	NOUN
fis-3616	137	35	,	,	PUNCT
fis-3616	137	36	the	the	DET
fis-3616	137	37	t1c2	t1c2	INTJ
fis-3616	137	38	tube	tube	NOUN
fis-3616	137	39	,	,	PUNCT
fis-3616	137	40	whose	whose	DET
fis-3616	137	41	behavior	behavior	NOUN
fis-3616	137	42	in	in	ADP
fis-3616	137	43	an	an	DET
fis-3616	137	44	elastoplastic	elastoplastic	ADJ
fis-3616	137	45	state	state	NOUN
fis-3616	137	46	with	with	ADP
fis-3616	137	47	multilinear	multilinear	PROPN
fis-3616	137	48	work	work	NOUN
fis-3616	137	49	hardening	harden	VERB
fis-3616	137	50	,	,	PUNCT
fis-3616	137	51	presents	present	VERB
fis-3616	137	52	a	a	DET
fis-3616	137	53	difference	difference	NOUN
fis-3616	137	54	characterized	characterize	VERB
fis-3616	137	55	by	by	ADP
fis-3616	137	56	localized	localized	ADJ
fis-3616	137	57	buckling	buckling	NOUN
fis-3616	137	58	in	in	ADP
fis-3616	137	59	the	the	DET
fis-3616	137	60	middle	middle	ADJ
fis-3616	137	61	section	section	NOUN
fis-3616	137	62	of	of	ADP
fis-3616	137	63	the	the	DET
fis-3616	137	64	tube	tube	NOUN
fis-3616	137	65	(	(	PUNCT
fis-3616	137	66	fig	fig	NOUN
fis-3616	137	67	.	.	PUNCT
fis-3616	138	1	8a	8a	NUM
fis-3616	138	2	)	)	PUNCT
fis-3616	138	3	,	,	PUNCT
fis-3616	138	4	in	in	ADP
fis-3616	138	5	comparison	comparison	NOUN
fis-3616	138	6	with	with	ADP
fis-3616	138	7	the	the	DET
fis-3616	138	8	two	two	NUM
fis-3616	138	9	others	other	NOUN
fis-3616	138	10	for	for	ADP
fis-3616	138	11	which	which	PRON
fis-3616	138	12	it	it	PRON
fis-3616	138	13	is	be	AUX
fis-3616	138	14	located	locate	VERB
fis-3616	138	15	at	at	ADP
fis-3616	138	16	the	the	DET
fis-3616	138	17	top	top	NOUN
fis-3616	138	18	of	of	ADP
fis-3616	138	19	the	the	DET
fis-3616	138	20	tube	tube	NOUN
fis-3616	138	21	(	(	PUNCT
fis-3616	138	22	figs	fig	NOUN
fis-3616	138	23	.	.	PUNCT
fis-3616	139	1	8b	8b	NUM
fis-3616	139	2	and	and	CCONJ
fis-3616	139	3	8c	8c	NUM
fis-3616	139	4	)	)	PUNCT
fis-3616	139	5	.	.	PUNCT
fis-3616	140	1	in	in	ADP
fis-3616	140	2	general	general	ADJ
fis-3616	140	3	,	,	PUNCT
fis-3616	140	4	the	the	DET
fis-3616	140	5	curves	curve	NOUN
fis-3616	140	6	follow	follow	VERB
fis-3616	140	7	a	a	DET
fis-3616	140	8	non	non	ADJ
fis-3616	140	9	-	-	ADJ
fis-3616	140	10	linear	linear	ADJ
fis-3616	140	11	pace	pace	NOUN
fis-3616	140	12	with	with	ADP
fis-3616	140	13	an	an	DET
fis-3616	140	14	improvement	improvement	NOUN
fis-3616	140	15	in	in	ADP
fis-3616	140	16	the	the	DET
fis-3616	140	17	deformations	deformation	NOUN
fis-3616	140	18	linked	link	VERB
fis-3616	140	19	to	to	ADP
fis-3616	140	20	that	that	PRON
fis-3616	140	21	of	of	ADP
fis-3616	140	22	the	the	DET
fis-3616	140	23	quality	quality	NOUN
fis-3616	140	24	of	of	ADP
fis-3616	140	25	the	the	DET
fis-3616	140	26	concrete	concrete	NOUN
fis-3616	140	27	,	,	PUNCT
fis-3616	140	28	and	and	CCONJ
fis-3616	140	29	to	to	ADP
fis-3616	140	30	the	the	DET
fis-3616	140	31	resistance	resistance	NOUN
fis-3616	140	32	of	of	ADP
fis-3616	140	33	the	the	DET
fis-3616	140	34	(	(	PUNCT
fis-3616	140	35	a	a	NOUN
fis-3616	140	36	)	)	PUNCT
fis-3616	140	37	(	(	PUNCT
fis-3616	140	38	b	b	X
fis-3616	140	39	)	)	PUNCT
fis-3616	140	40	(	(	PUNCT
fis-3616	140	41	c	c	X
fis-3616	140	42	)	)	PUNCT
fis-3616	140	43	y.	y.	PROPN
fis-3616	140	44	boulmaali	boulmaali	VERB
fis-3616	140	45	-	-	PUNCT
fis-3616	140	46	hacene	hacene	PROPN
fis-3616	140	47	chaouche	chaouche	NOUN
fis-3616	140	48	et	et	PROPN
fis-3616	140	49	alii	alii	PROPN
fis-3616	140	50	,	,	PUNCT
fis-3616	140	51	frattura	frattura	PROPN
fis-3616	140	52	ed	ed	PROPN
fis-3616	140	53	integrità	integrità	PROPN
fis-3616	140	54	strutturale	strutturale	PROPN
fis-3616	140	55	,	,	PUNCT
fis-3616	140	56	61	61	NUM
fis-3616	140	57	(	(	PUNCT
fis-3616	140	58	2022	2022	NUM
fis-3616	140	59	)	)	PUNCT
fis-3616	140	60	61	61	NUM
fis-3616	140	61	-	-	SYM
fis-3616	140	62	106	106	NUM
fis-3616	140	63	;	;	PUNCT
fis-3616	140	64	doi	doi	NOUN
fis-3616	140	65	:	:	PUNCT
fis-3616	140	66	10.3221	10.3221	NUM
fis-3616	140	67	/	/	SYM
fis-3616	140	68	igf	igf	PROPN
fis-3616	140	69	-	-	ADJ
fis-3616	140	70	esis.62.07	esis.62.07	ADJ
fis-3616	140	71	101	101	NUM
fis-3616	140	72	steel	steel	NOUN
fis-3616	140	73	;	;	PUNCT
fis-3616	140	74	a	a	DET
fis-3616	140	75	decrease	decrease	NOUN
fis-3616	140	76	of	of	ADP
fis-3616	140	77	around	around	ADP
fis-3616	140	78	42	42	NUM
fis-3616	140	79	%	%	NOUN
fis-3616	140	80	for	for	ADP
fis-3616	140	81	the	the	DET
fis-3616	140	82	t2c2	t2c2	X
fis-3616	140	83	tube	tube	NOUN
fis-3616	140	84	and	and	CCONJ
fis-3616	140	85	80	80	NUM
fis-3616	140	86	%	%	NOUN
fis-3616	140	87	for	for	ADP
fis-3616	140	88	the	the	DET
fis-3616	140	89	t3c2	t3c2	NUM
fis-3616	140	90	tube	tube	NOUN
fis-3616	140	91	compared	compare	VERB
fis-3616	140	92	to	to	ADP
fis-3616	140	93	the	the	DET
fis-3616	140	94	t1c2	t1c2	INTJ
fis-3616	140	95	tube	tube	NOUN
fis-3616	140	96	.	.	PUNCT
fis-3616	141	1	for	for	ADP
fis-3616	141	2	the	the	DET
fis-3616	141	3	t3c2	t3c2	PROPN
fis-3616	141	4	tube	tube	NOUN
fis-3616	141	5	(	(	PUNCT
fis-3616	141	6	fig	fig	NOUN
fis-3616	141	7	.	.	PUNCT
fis-3616	141	8	8c	8c	NOUN
fis-3616	141	9	)	)	PUNCT
fis-3616	141	10	,	,	PUNCT
fis-3616	141	11	we	we	PRON
fis-3616	141	12	find	find	VERB
fis-3616	141	13	that	that	SCONJ
fis-3616	141	14	the	the	DET
fis-3616	141	15	resulting	result	VERB
fis-3616	141	16	curves	curve	NOUN
fis-3616	141	17	are	be	AUX
fis-3616	141	18	confused	confuse	VERB
fis-3616	141	19	,	,	PUNCT
fis-3616	141	20	which	which	PRON
fis-3616	141	21	proves	prove	VERB
fis-3616	141	22	that	that	SCONJ
fis-3616	141	23	the	the	DET
fis-3616	141	24	variation	variation	NOUN
fis-3616	141	25	of	of	ADP
fis-3616	141	26	the	the	DET
fis-3616	141	27	plasticity	plasticity	NOUN
fis-3616	141	28	behavior	behavior	NOUN
fis-3616	141	29	laws	law	NOUN
fis-3616	141	30	does	do	AUX
fis-3616	141	31	not	not	PART
fis-3616	141	32	significantly	significantly	ADV
fis-3616	141	33	influence	influence	VERB
fis-3616	141	34	the	the	DET
fis-3616	141	35	behavior	behavior	NOUN
fis-3616	141	36	of	of	ADP
fis-3616	141	37	the	the	DET
fis-3616	141	38	model	model	NOUN
fis-3616	141	39	.	.	PUNCT
fis-3616	142	1	we	we	PRON
fis-3616	142	2	also	also	ADV
fis-3616	142	3	observe	observe	VERB
fis-3616	142	4	that	that	SCONJ
fis-3616	142	5	the	the	DET
fis-3616	142	6	t2c2	t2c2	X
fis-3616	142	7	and	and	CCONJ
fis-3616	142	8	t3c2	t3c2	PROPN
fis-3616	142	9	tubes	tube	NOUN
fis-3616	142	10	resist	resist	VERB
fis-3616	142	11	the	the	DET
fis-3616	142	12	failure	failure	NOUN
fis-3616	142	13	load	load	VERB
fis-3616	142	14	much	much	ADV
fis-3616	142	15	better	well	ADJ
fis-3616	142	16	than	than	ADP
fis-3616	142	17	the	the	DET
fis-3616	142	18	t1c2	t1c2	INTJ
fis-3616	142	19	tube	tube	NOUN
fis-3616	142	20	(	(	PUNCT
fis-3616	142	21	figs	fig	NOUN
fis-3616	142	22	.	.	PUNCT
fis-3616	143	1	8a	8a	NUM
fis-3616	143	2	,	,	PUNCT
fis-3616	143	3	8b	8b	NUM
fis-3616	143	4	and	and	CCONJ
fis-3616	143	5	8c	8c	NUM
fis-3616	143	6	)	)	PUNCT
fis-3616	143	7	.	.	PUNCT
fis-3616	144	1	all	all	DET
fis-3616	144	2	three	three	NUM
fis-3616	144	3	tubes	tube	NOUN
fis-3616	144	4	show	show	VERB
fis-3616	144	5	local	local	ADJ
fis-3616	144	6	buckling	buckling	NOUN
fis-3616	144	7	at	at	ADP
fis-3616	144	8	the	the	DET
fis-3616	144	9	load	load	NOUN
fis-3616	144	10	application	application	NOUN
fis-3616	144	11	area	area	NOUN
fis-3616	144	12	.	.	PUNCT
fis-3616	145	1	for	for	ADP
fis-3616	145	2	the	the	DET
fis-3616	145	3	model	model	NOUN
fis-3616	145	4	proposed	propose	VERB
fis-3616	145	5	by	by	ADP
fis-3616	145	6	tao	tao	PROPN
fis-3616	145	7	et	et	PROPN
fis-3616	145	8	al	al	PROPN
fis-3616	146	1	[	[	X
fis-3616	146	2	12	12	NUM
fis-3616	146	3	]	]	PUNCT
fis-3616	146	4	,	,	PUNCT
fis-3616	146	5	the	the	DET
fis-3616	146	6	increase	increase	NOUN
fis-3616	146	7	in	in	ADP
fis-3616	146	8	the	the	DET
fis-3616	146	9	diameter	diameter	NOUN
fis-3616	146	10	of	of	ADP
fis-3616	146	11	the	the	DET
fis-3616	146	12	tube	tube	NOUN
fis-3616	146	13	over	over	ADP
fis-3616	146	14	20	20	NUM
fis-3616	146	15	%	%	NOUN
fis-3616	146	16	has	have	VERB
fis-3616	146	17	no	no	DET
fis-3616	146	18	influence	influence	NOUN
fis-3616	146	19	on	on	ADP
fis-3616	146	20	its	its	PRON
fis-3616	146	21	behavior	behavior	NOUN
fis-3616	146	22	,	,	PUNCT
fis-3616	146	23	from	from	ADP
fis-3616	146	24	the	the	DET
fis-3616	146	25	point	point	NOUN
fis-3616	146	26	of	of	ADP
fis-3616	146	27	view	view	NOUN
fis-3616	146	28	of	of	ADP
fis-3616	146	29	deformation	deformation	NOUN
fis-3616	146	30	,	,	PUNCT
fis-3616	146	31	which	which	PRON
fis-3616	146	32	presents	present	VERB
fis-3616	146	33	a	a	DET
fis-3616	146	34	reduction	reduction	NOUN
fis-3616	146	35	around	around	ADP
fis-3616	146	36	60	60	NUM
fis-3616	146	37	%	%	NOUN
fis-3616	146	38	for	for	ADP
fis-3616	146	39	the	the	DET
fis-3616	146	40	t2c3	t2c3	NOUN
fis-3616	146	41	and	and	CCONJ
fis-3616	146	42	t3c3	t3c3	ADP
fis-3616	146	43	tubes	tube	NOUN
fis-3616	146	44	in	in	ADP
fis-3616	146	45	comparison	comparison	NOUN
fis-3616	146	46	with	with	ADP
fis-3616	146	47	the	the	DET
fis-3616	146	48	t1c3	t1c3	PROPN
fis-3616	146	49	tube	tube	NOUN
fis-3616	146	50	(	(	PUNCT
fis-3616	146	51	fig	fig	NOUN
fis-3616	146	52	.	.	PUNCT
fis-3616	147	1	9	9	NUM
fis-3616	147	2	)	)	PUNCT
fis-3616	147	3	.	.	PUNCT
fis-3616	148	1	figure	figure	VERB
fis-3616	148	2	9	9	NUM
fis-3616	148	3	:	:	PUNCT
fis-3616	148	4	lateral	lateral	ADJ
fis-3616	148	5	load	load	NOUN
fis-3616	148	6	-	-	PUNCT
fis-3616	148	7	deformation	deformation	NOUN
fis-3616	148	8	state	state	NOUN
fis-3616	148	9	under	under	ADP
fis-3616	148	10	different	different	ADJ
fis-3616	148	11	plastic	plastic	ADJ
fis-3616	148	12	state	state	NOUN
fis-3616	148	13	behaviors	behavior	NOUN
fis-3616	148	14	(	(	PUNCT
fis-3616	148	15	a	a	X
fis-3616	148	16	)	)	PUNCT
fis-3616	148	17	t1c3	t1c3	NOUN
fis-3616	148	18	tube	tube	NOUN
fis-3616	148	19	,	,	PUNCT
fis-3616	148	20	(	(	PUNCT
fis-3616	148	21	b	b	X
fis-3616	148	22	)	)	PUNCT
fis-3616	148	23	t2c3	t2c3	NOUN
fis-3616	148	24	tube	tube	NOUN
fis-3616	148	25	,	,	PUNCT
fis-3616	148	26	and	and	CCONJ
fis-3616	148	27	(	(	PUNCT
fis-3616	148	28	c	c	NOUN
fis-3616	148	29	)	)	PUNCT
fis-3616	148	30	t3c3	t3c3	ADP
fis-3616	148	31	tube	tube	NOUN
fis-3616	148	32	.	.	PUNCT
fis-3616	149	1	regarding	regard	VERB
fis-3616	149	2	the	the	DET
fis-3616	149	3	behavior	behavior	NOUN
fis-3616	149	4	of	of	ADP
fis-3616	149	5	the	the	DET
fis-3616	149	6	model	model	NOUN
fis-3616	149	7	in	in	ADP
fis-3616	149	8	perfect	perfect	ADJ
fis-3616	149	9	elasto	elasto	NOUN
fis-3616	149	10	-	-	PUNCT
fis-3616	149	11	plastic	plastic	NOUN
fis-3616	149	12	state	state	NOUN
fis-3616	149	13	,	,	PUNCT
fis-3616	149	14	we	we	PRON
fis-3616	149	15	note	note	VERB
fis-3616	149	16	a	a	DET
fis-3616	149	17	plastic	plastic	NOUN
fis-3616	149	18	flow	flow	NOUN
fis-3616	149	19	of	of	ADP
fis-3616	149	20	the	the	DET
fis-3616	149	21	short	short	ADJ
fis-3616	149	22	steel	steel	NOUN
fis-3616	149	23	tube	tube	NOUN
fis-3616	149	24	,	,	PUNCT
fis-3616	149	25	with	with	ADP
fis-3616	149	26	a	a	DET
fis-3616	149	27	reduction	reduction	NOUN
fis-3616	149	28	of	of	ADP
fis-3616	149	29	the	the	DET
fis-3616	149	30	deformation	deformation	NOUN
fis-3616	149	31	between	between	ADP
fis-3616	149	32	the	the	DET
fis-3616	149	33	tubes	tube	NOUN
fis-3616	149	34	t1c3	t1c3	PROPN
fis-3616	149	35	and	and	CCONJ
fis-3616	149	36	t2c3	t2c3	NOUN
fis-3616	149	37	of	of	ADP
fis-3616	149	38	about	about	ADV
fis-3616	149	39	69	69	NUM
fis-3616	149	40	%	%	NOUN
fis-3616	149	41	(	(	PUNCT
fis-3616	149	42	figs	fig	NOUN
fis-3616	149	43	9a	9a	NOUN
fis-3616	149	44	and	and	CCONJ
fis-3616	149	45	9b	9b	NUM
fis-3616	149	46	)	)	PUNCT
fis-3616	149	47	.	.	PUNCT
fis-3616	150	1	the	the	DET
fis-3616	150	2	t3c3	t3c3	PROPN
fis-3616	150	3	tube	tube	NOUN
fis-3616	150	4	modelled	model	VERB
fis-3616	150	5	by	by	ADP
fis-3616	150	6	the	the	DET
fis-3616	150	7	theory	theory	NOUN
fis-3616	150	8	proposed	propose	VERB
fis-3616	150	9	by	by	ADP
fis-3616	150	10	tao	tao	PROPN
fis-3616	150	11	,	,	PUNCT
fis-3616	150	12	presents	present	VERB
fis-3616	150	13	a	a	DET
fis-3616	150	14	buckling	buckling	NOUN
fis-3616	150	15	at	at	ADP
fis-3616	150	16	the	the	DET
fis-3616	150	17	ends	end	NOUN
fis-3616	150	18	of	of	ADP
fis-3616	150	19	the	the	DET
fis-3616	150	20	short	short	ADJ
fis-3616	150	21	tube	tube	NOUN
fis-3616	150	22	,	,	PUNCT
fis-3616	150	23	which	which	PRON
fis-3616	150	24	has	have	AUX
fis-3616	150	25	been	be	AUX
fis-3616	150	26	observed	observe	VERB
fis-3616	150	27	by	by	ADP
fis-3616	150	28	many	many	ADJ
fis-3616	150	29	authors	author	NOUN
fis-3616	150	30	[	[	X
fis-3616	150	31	3,10,24	3,10,24	NUM
fis-3616	150	32	]	]	PUNCT
fis-3616	150	33	.	.	PUNCT
fis-3616	151	1	(	(	PUNCT
fis-3616	151	2	a	a	X
fis-3616	151	3	)	)	PUNCT
fis-3616	151	4	(	(	PUNCT
fis-3616	151	5	b	b	X
fis-3616	151	6	)	)	PUNCT
fis-3616	151	7	(	(	PUNCT
fis-3616	151	8	c	c	X
fis-3616	151	9	)	)	PUNCT
fis-3616	151	10	y.	y.	PROPN
fis-3616	151	11	boulmaali	boulmaali	VERB
fis-3616	151	12	-	-	PUNCT
fis-3616	151	13	hacene	hacene	PROPN
fis-3616	151	14	chaouche	chaouche	NOUN
fis-3616	151	15	et	et	PROPN
fis-3616	151	16	alii	alii	PROPN
fis-3616	151	17	,	,	PUNCT
fis-3616	151	18	frattura	frattura	PROPN
fis-3616	151	19	ed	ed	PROPN
fis-3616	151	20	integrità	integrità	PROPN
fis-3616	151	21	strutturale	strutturale	PROPN
fis-3616	151	22	,	,	PUNCT
fis-3616	151	23	61	61	NUM
fis-3616	151	24	(	(	PUNCT
fis-3616	151	25	2022	2022	NUM
fis-3616	151	26	)	)	PUNCT
fis-3616	151	27	61	61	NUM
fis-3616	151	28	-	-	SYM
fis-3616	151	29	106	106	NUM
fis-3616	151	30	;	;	PUNCT
fis-3616	151	31	doi	doi	NOUN
fis-3616	151	32	:	:	PUNCT
fis-3616	151	33	10.3221	10.3221	NUM
fis-3616	151	34	/	/	SYM
fis-3616	151	35	igf	igf	PROPN
fis-3616	151	36	-	-	ADJ
fis-3616	151	37	esis.62.07	esis.62.07	ADJ
fis-3616	151	38	102	102	NUM
fis-3616	151	39	fig	fig	NOUN
fis-3616	151	40	.	.	PUNCT
fis-3616	152	1	10	10	NUM
fis-3616	152	2	shows	show	VERB
fis-3616	152	3	the	the	DET
fis-3616	152	4	lateral	lateral	ADJ
fis-3616	152	5	(	(	PUNCT
fis-3616	152	6	le11	le11	PROPN
fis-3616	152	7	)	)	PUNCT
fis-3616	152	8	and	and	CCONJ
fis-3616	152	9	vertical	vertical	ADJ
fis-3616	152	10	(	(	PUNCT
fis-3616	152	11	le33	le33	PROPN
fis-3616	152	12	)	)	PUNCT
fis-3616	152	13	deformation	deformation	NOUN
fis-3616	152	14	state	state	NOUN
fis-3616	152	15	of	of	ADP
fis-3616	152	16	t2	t2	PROPN
fis-3616	152	17	and	and	CCONJ
fis-3616	152	18	t3	t3	PROPN
fis-3616	152	19	tubes	tube	NOUN
fis-3616	152	20	successively	successively	ADV
fis-3616	152	21	filled	fill	VERB
fis-3616	152	22	with	with	ADP
fis-3616	152	23	c1	c1	PROPN
fis-3616	152	24	,	,	PUNCT
fis-3616	152	25	c2	c2	PROPN
fis-3616	152	26	and	and	CCONJ
fis-3616	152	27	c3	c3	PROPN
fis-3616	152	28	type	type	NOUN
fis-3616	152	29	concrete	concrete	ADJ
fis-3616	152	30	under	under	ADP
fis-3616	152	31	elasto	elasto	NOUN
fis-3616	152	32	-	-	PUNCT
fis-3616	152	33	plastic	plastic	NOUN
fis-3616	152	34	behavior	behavior	NOUN
fis-3616	152	35	with	with	ADP
fis-3616	152	36	confined	confine	VERB
fis-3616	152	37	concrete	concrete	NOUN
fis-3616	152	38	proposed	propose	VERB
fis-3616	152	39	by	by	ADP
fis-3616	152	40	tao	tao	PROPN
fis-3616	152	41	et	et	PROPN
fis-3616	152	42	al	al	PROPN
fis-3616	153	1	[	[	X
fis-3616	153	2	12	12	NUM
fis-3616	153	3	]	]	PUNCT
fis-3616	153	4	.	.	PUNCT
fis-3616	154	1	the	the	DET
fis-3616	154	2	lateral	lateral	ADJ
fis-3616	154	3	deformations	deformation	NOUN
fis-3616	154	4	(	(	PUNCT
fis-3616	154	5	le11	le11	PROPN
fis-3616	154	6	)	)	PUNCT
fis-3616	154	7	are	be	AUX
fis-3616	154	8	due	due	ADJ
fis-3616	154	9	to	to	ADP
fis-3616	154	10	the	the	DET
fis-3616	154	11	traction	traction	NOUN
fis-3616	154	12	generated	generate	VERB
fis-3616	154	13	by	by	ADP
fis-3616	154	14	the	the	DET
fis-3616	154	15	concrete	concrete	NOUN
fis-3616	154	16	confined	confine	VERB
fis-3616	154	17	by	by	ADP
fis-3616	154	18	the	the	DET
fis-3616	154	19	steel	steel	NOUN
fis-3616	154	20	tube	tube	NOUN
fis-3616	154	21	;	;	PUNCT
fis-3616	154	22	on	on	ADP
fis-3616	154	23	the	the	DET
fis-3616	154	24	other	other	ADJ
fis-3616	154	25	hand	hand	NOUN
fis-3616	154	26	,	,	PUNCT
fis-3616	154	27	the	the	DET
fis-3616	154	28	vertical	vertical	ADJ
fis-3616	154	29	deformations	deformation	NOUN
fis-3616	154	30	(	(	PUNCT
fis-3616	154	31	le33	le33	PROPN
fis-3616	154	32	)	)	PUNCT
fis-3616	154	33	are	be	AUX
fis-3616	154	34	compression	compression	NOUN
fis-3616	154	35	deformations	deformation	NOUN
fis-3616	154	36	due	due	ADP
fis-3616	154	37	to	to	ADP
fis-3616	154	38	the	the	DET
fis-3616	154	39	axial	axial	ADJ
fis-3616	154	40	compression	compression	NOUN
fis-3616	154	41	.	.	PUNCT
fis-3616	155	1	the	the	DET
fis-3616	155	2	curves	curve	NOUN
fis-3616	155	3	follow	follow	VERB
fis-3616	155	4	a	a	DET
fis-3616	155	5	nonlinear	nonlinear	ADJ
fis-3616	155	6	elasto	elasto	NOUN
fis-3616	155	7	-	-	PUNCT
fis-3616	155	8	plastic	plastic	NOUN
fis-3616	155	9	behavior	behavior	NOUN
fis-3616	155	10	with	with	ADP
fis-3616	155	11	the	the	DET
fis-3616	155	12	highest	high	ADJ
fis-3616	155	13	value	value	NOUN
fis-3616	155	14	of	of	ADP
fis-3616	155	15	lateral	lateral	ADJ
fis-3616	155	16	deformation	deformation	NOUN
fis-3616	155	17	corresponding	correspond	VERB
fis-3616	155	18	to	to	ADP
fis-3616	155	19	the	the	DET
fis-3616	155	20	t3c3	t3c3	PROPN
fis-3616	155	21	tube	tube	NOUN
fis-3616	155	22	reaching	reach	VERB
fis-3616	155	23	25	25	NUM
fis-3616	155	24	×10	×10	NOUN
fis-3616	155	25	-	-	PUNCT
fis-3616	155	26	3	3	NUM
fis-3616	155	27	,	,	PUNCT
fis-3616	155	28	with	with	ADP
fis-3616	155	29	a	a	DET
fis-3616	155	30	local	local	ADJ
fis-3616	155	31	buckling	buckling	NOUN
fis-3616	155	32	at	at	ADP
fis-3616	155	33	its	its	PRON
fis-3616	155	34	ends	end	NOUN
fis-3616	155	35	.	.	PUNCT
fis-3616	156	1	the	the	DET
fis-3616	156	2	majority	majority	NOUN
fis-3616	156	3	of	of	ADP
fis-3616	156	4	the	the	DET
fis-3616	156	5	vertical	vertical	ADJ
fis-3616	156	6	deformations	deformation	NOUN
fis-3616	156	7	(	(	PUNCT
fis-3616	156	8	of	of	ADP
fis-3616	156	9	compression	compression	NOUN
fis-3616	156	10	)	)	PUNCT
fis-3616	156	11	present	present	VERB
fis-3616	156	12	a	a	DET
fis-3616	156	13	plastic	plastic	ADJ
fis-3616	156	14	flow	flow	NOUN
fis-3616	156	15	with	with	ADP
fis-3616	156	16	large	large	ADJ
fis-3616	156	17	deformations	deformation	NOUN
fis-3616	156	18	reaching	reach	VERB
fis-3616	156	19	an	an	DET
fis-3616	156	20	average	average	NOUN
fis-3616	156	21	of	of	ADP
fis-3616	156	22	30	30	NUM
fis-3616	156	23	×10	×10	NOUN
fis-3616	156	24	-	-	PUNCT
fis-3616	156	25	3	3	NUM
fis-3616	156	26	;	;	PUNCT
fis-3616	156	27	we	we	PRON
fis-3616	156	28	notice	notice	VERB
fis-3616	156	29	however	however	ADV
fis-3616	156	30	that	that	SCONJ
fis-3616	156	31	the	the	DET
fis-3616	156	32	tubes	tube	NOUN
fis-3616	156	33	t3c1	t3c1	X
fis-3616	156	34	and	and	CCONJ
fis-3616	156	35	t3c2	t3c2	PUNCT
fis-3616	156	36	,	,	PUNCT
fis-3616	156	37	gave	give	VERB
fis-3616	156	38	lateral	lateral	ADJ
fis-3616	156	39	and	and	CCONJ
fis-3616	156	40	vertical	vertical	ADJ
fis-3616	156	41	deformations	deformation	NOUN
fis-3616	156	42	of	of	ADP
fis-3616	156	43	the	the	DET
fis-3616	156	44	same	same	ADJ
fis-3616	156	45	order	order	NOUN
fis-3616	156	46	.	.	PUNCT
fis-3616	157	1	figure	figure	NOUN
fis-3616	157	2	10	10	NUM
fis-3616	157	3	:	:	PUNCT
fis-3616	157	4	lateral	lateral	ADJ
fis-3616	157	5	and	and	CCONJ
fis-3616	157	6	vertical	vertical	ADJ
fis-3616	157	7	deformation	deformation	NOUN
fis-3616	157	8	state	state	NOUN
fis-3616	157	9	of	of	ADP
fis-3616	157	10	short	short	ADJ
fis-3616	157	11	tubes	tube	NOUN
fis-3616	157	12	t2	t2	PROPN
fis-3616	157	13	and	and	CCONJ
fis-3616	157	14	t3	t3	NOUN
fis-3616	157	15	according	accord	VERB
fis-3616	157	16	to	to	ADP
fis-3616	157	17	the	the	DET
fis-3616	157	18	model	model	NOUN
fis-3616	157	19	proposed	propose	VERB
fis-3616	157	20	by	by	ADP
fis-3616	157	21	tao	tao	PROPN
fis-3616	157	22	et	et	PROPN
fis-3616	157	23	al	al	PROPN
fis-3616	158	1	[	[	X
fis-3616	158	2	12	12	NUM
fis-3616	158	3	]	]	PUNCT
fis-3616	158	4	for	for	ADP
fis-3616	158	5	confined	confine	VERB
fis-3616	158	6	concrete	concrete	NOUN
fis-3616	158	7	.	.	PUNCT
fis-3616	159	1	fig.11	fig.11	PROPN
fis-3616	159	2	shows	show	VERB
fis-3616	159	3	the	the	DET
fis-3616	159	4	fe	fe	NOUN
fis-3616	159	5	failure	failure	NOUN
fis-3616	159	6	modes	mode	NOUN
fis-3616	159	7	of	of	ADP
fis-3616	159	8	empty	empty	ADJ
fis-3616	159	9	steel	steel	NOUN
fis-3616	159	10	tubes	tube	NOUN
fis-3616	159	11	(	(	PUNCT
fis-3616	159	12	fe	fe	X
fis-3616	159	13	=	=	SYM
fis-3616	159	14	240	240	NUM
fis-3616	159	15	mpa	mpa	NOUN
fis-3616	159	16	)	)	PUNCT
fis-3616	159	17	in	in	ADP
fis-3616	159	18	the	the	DET
fis-3616	159	19	elasto	elasto	NOUN
fis-3616	159	20	-	-	PUNCT
fis-3616	159	21	plastic	plastic	NOUN
fis-3616	159	22	state	state	NOUN
fis-3616	159	23	with	with	ADP
fis-3616	159	24	multilinear	multilinear	NOUN
fis-3616	159	25	hardening	hardening	NOUN
fis-3616	159	26	(	(	PUNCT
fis-3616	159	27	tubes	tube	NOUN
fis-3616	159	28	t1	t1	PROPN
fis-3616	159	29	,	,	PUNCT
fis-3616	159	30	t2	t2	NOUN
fis-3616	159	31	and	and	CCONJ
fis-3616	159	32	t3	t3	PROPN
fis-3616	159	33	)	)	PUNCT
fis-3616	159	34	for	for	ADP
fis-3616	159	35	which	which	PRON
fis-3616	159	36	an	an	DET
fis-3616	159	37	instability	instability	NOUN
fis-3616	159	38	appears	appear	VERB
fis-3616	159	39	in	in	ADP
fis-3616	159	40	the	the	DET
fis-3616	159	41	three	three	NUM
fis-3616	159	42	tubes	tube	NOUN
fis-3616	159	43	with	with	ADP
fis-3616	159	44	an	an	DET
fis-3616	159	45	important	important	ADJ
fis-3616	159	46	blistering	blistering	NOUN
fis-3616	159	47	on	on	ADP
fis-3616	159	48	the	the	DET
fis-3616	159	49	periphery	periphery	NOUN
fis-3616	159	50	of	of	ADP
fis-3616	159	51	the	the	DET
fis-3616	159	52	tube	tube	NOUN
fis-3616	159	53	t1	t1	NOUN
fis-3616	159	54	(	(	PUNCT
fis-3616	159	55	shortest	short	ADJ
fis-3616	159	56	tube	tube	NOUN
fis-3616	159	57	)	)	PUNCT
fis-3616	159	58	which	which	PRON
fis-3616	159	59	increases	increase	VERB
fis-3616	159	60	until	until	ADP
fis-3616	159	61	the	the	DET
fis-3616	159	62	middle	middle	NOUN
fis-3616	159	63	of	of	ADP
fis-3616	159	64	the	the	DET
fis-3616	159	65	tube	tube	NOUN
fis-3616	159	66	,	,	PUNCT
fis-3616	159	67	on	on	ADP
fis-3616	159	68	the	the	DET
fis-3616	159	69	other	other	ADJ
fis-3616	159	70	hand	hand	NOUN
fis-3616	159	71	we	we	PRON
fis-3616	159	72	do	do	AUX
fis-3616	159	73	not	not	PART
fis-3616	159	74	observe	observe	VERB
fis-3616	159	75	any	any	DET
fis-3616	159	76	buckling	buckling	NOUN
fis-3616	159	77	in	in	ADP
fis-3616	159	78	its	its	PRON
fis-3616	159	79	lower	low	ADJ
fis-3616	159	80	part	part	NOUN
fis-3616	159	81	.	.	PUNCT
fis-3616	160	1	(	(	PUNCT
fis-3616	160	2	a	a	X
fis-3616	160	3	)	)	PUNCT
fis-3616	160	4	(	(	PUNCT
fis-3616	160	5	b	b	X
fis-3616	160	6	)	)	PUNCT
fis-3616	160	7	0	0	NUM
fis-3616	160	8	100	100	NUM
fis-3616	160	9	200	200	NUM
fis-3616	160	10	300	300	NUM
fis-3616	160	11	400	400	NUM
fis-3616	160	12	500	500	NUM
fis-3616	160	13	600	600	NUM
fis-3616	160	14	700	700	NUM
fis-3616	160	15	800	800	NUM
fis-3616	160	16	900	900	NUM
fis-3616	160	17	-40	-40	NUM
fis-3616	160	18	-30	-30	NUM
fis-3616	160	19	-20	-20	NUM
fis-3616	160	20	-10	-10	SYM
fis-3616	160	21	0	0	NUM
fis-3616	160	22	10	10	NUM
fis-3616	160	23	20	20	NUM
fis-3616	160	24	30	30	NUM
fis-3616	160	25	l	l	NOUN
fis-3616	160	26	oa	oa	INTJ
fis-3616	160	27	d	d	X
fis-3616	160	28	(	(	PUNCT
fis-3616	160	29	kn	kn	PROPN
fis-3616	160	30	)	)	PUNCT
fis-3616	160	31	strain	strain	VERB
fis-3616	160	32	ɛ	ɛ	PROPN
fis-3616	160	33	×10	×10	PROPN
fis-3616	160	34	-	-	SYM
fis-3616	160	35	3	3	NUM
fis-3616	160	36	(	(	PUNCT
fis-3616	160	37	mm	mm	PROPN
fis-3616	160	38	/	/	SYM
fis-3616	160	39	mm	mm	NOUN
fis-3616	160	40	)	)	PUNCT
fis-3616	160	41	le11	le11	PROPN
fis-3616	160	42	-	-	PUNCT
fis-3616	160	43	t2c1	t2c1	NOUN
fis-3616	160	44	le11	le11	PROPN
fis-3616	160	45	-	-	PUNCT
fis-3616	160	46	t2c2	t2c2	ADP
fis-3616	160	47	le11	le11	PROPN
fis-3616	160	48	-	-	PUNCT
fis-3616	160	49	t2c3	t2c3	NOUN
fis-3616	160	50	le11	le11	PROPN
fis-3616	160	51	-	-	PUNCT
fis-3616	160	52	t3c1	t3c1	PRON
fis-3616	160	53	le11	le11	PROPN
fis-3616	160	54	-	-	PUNCT
fis-3616	160	55	t3c2	t3c2	PRON
fis-3616	160	56	le11	le11	PROPN
fis-3616	160	57	-	-	PUNCT
fis-3616	160	58	t3c3	t3c3	PROPN
fis-3616	160	59	le33	le33	PROPN
fis-3616	160	60	-	-	PUNCT
fis-3616	160	61	t2c1	t2c1	NOUN
fis-3616	160	62	le33	le33	PROPN
fis-3616	160	63	-	-	PUNCT
fis-3616	160	64	t2c2	t2c2	ADP
fis-3616	160	65	le33	le33	PROPN
fis-3616	160	66	-	-	PUNCT
fis-3616	160	67	t2c3	t2c3	NOUN
fis-3616	160	68	le33	le33	PROPN
fis-3616	160	69	-	-	PUNCT
fis-3616	160	70	t3c1	t3c1	PROPN
fis-3616	160	71	le33	le33	PROPN
fis-3616	160	72	-	-	PUNCT
fis-3616	160	73	t3c2	t3c2	NOUN
fis-3616	160	74	le33	le33	PROPN
fis-3616	160	75	-	-	PUNCT
fis-3616	160	76	t3c3	t3c3	PROPN
fis-3616	160	77	y.	y.	PROPN
fis-3616	160	78	boulmaali	boulmaali	VERB
fis-3616	160	79	-	-	PUNCT
fis-3616	160	80	hacene	hacene	PROPN
fis-3616	160	81	chaouche	chaouche	NOUN
fis-3616	160	82	et	et	PROPN
fis-3616	160	83	alii	alii	PROPN
fis-3616	160	84	,	,	PUNCT
fis-3616	160	85	frattura	frattura	PROPN
fis-3616	160	86	ed	ed	PROPN
fis-3616	160	87	integrità	integrità	PROPN
fis-3616	160	88	strutturale	strutturale	PROPN
fis-3616	160	89	,	,	PUNCT
fis-3616	160	90	61	61	NUM
fis-3616	160	91	(	(	PUNCT
fis-3616	160	92	2022	2022	NUM
fis-3616	160	93	)	)	PUNCT
fis-3616	160	94	61	61	NUM
fis-3616	160	95	-	-	SYM
fis-3616	160	96	106	106	NUM
fis-3616	160	97	;	;	PUNCT
fis-3616	160	98	doi	doi	NOUN
fis-3616	160	99	:	:	PUNCT
fis-3616	160	100	10.3221	10.3221	NUM
fis-3616	160	101	/	/	SYM
fis-3616	160	102	igf	igf	PROPN
fis-3616	160	103	-	-	ADJ
fis-3616	160	104	esis.62.07	esis.62.07	ADJ
fis-3616	160	105	103	103	NUM
fis-3616	160	106	(	(	PUNCT
fis-3616	160	107	c	c	NOUN
fis-3616	160	108	)	)	PUNCT
fis-3616	160	109	figure	figure	NOUN
fis-3616	160	110	11	11	NUM
fis-3616	160	111	:	:	SYM
fis-3616	160	112	fe	fe	NOUN
fis-3616	160	113	failure	failure	NOUN
fis-3616	160	114	modes	mode	NOUN
fis-3616	160	115	of	of	ADP
fis-3616	160	116	empty	empty	ADJ
fis-3616	160	117	steel	steel	NOUN
fis-3616	160	118	tubes	tube	NOUN
fis-3616	160	119	(	(	PUNCT
fis-3616	160	120	fe	fe	NOUN
fis-3616	160	121	=	=	SYM
fis-3616	160	122	240	240	NUM
fis-3616	160	123	mpa	mpa	NOUN
fis-3616	160	124	)	)	PUNCT
fis-3616	160	125	in	in	ADP
fis-3616	160	126	elasto	elasto	NOUN
fis-3616	160	127	-	-	PUNCT
fis-3616	160	128	plastic	plastic	NOUN
fis-3616	160	129	state	state	NOUN
fis-3616	160	130	with	with	ADP
fis-3616	160	131	multilinear	multilinear	PROPN
fis-3616	160	132	strain	strain	NOUN
fis-3616	160	133	hardening	harden	VERB
fis-3616	160	134	,	,	PUNCT
fis-3616	160	135	(	(	PUNCT
fis-3616	160	136	a	a	X
fis-3616	160	137	)	)	PUNCT
fis-3616	160	138	tube	tube	NOUN
fis-3616	160	139	t1	t1	NOUN
fis-3616	160	140	,	,	PUNCT
fis-3616	160	141	(	(	PUNCT
fis-3616	160	142	b	b	X
fis-3616	160	143	)	)	PUNCT
fis-3616	160	144	tube	tube	NOUN
fis-3616	160	145	t2	t2	NOUN
fis-3616	160	146	,	,	PUNCT
fis-3616	160	147	and	and	CCONJ
fis-3616	160	148	(	(	PUNCT
fis-3616	160	149	c	c	NOUN
fis-3616	160	150	)	)	PUNCT
fis-3616	160	151	tube	tube	NOUN
fis-3616	160	152	t3	t3	PROPN
fis-3616	160	153	.	.	PUNCT
fis-3616	161	1	concerning	concern	VERB
fis-3616	161	2	the	the	DET
fis-3616	161	3	failure	failure	NOUN
fis-3616	161	4	modes	mode	NOUN
fis-3616	161	5	of	of	ADP
fis-3616	161	6	steel	steel	NOUN
fis-3616	161	7	tubes	tube	NOUN
fis-3616	161	8	filled	fill	VERB
fis-3616	161	9	with	with	ADP
fis-3616	161	10	concrete	concrete	NOUN
fis-3616	161	11	according	accord	VERB
fis-3616	161	12	to	to	ADP
fis-3616	161	13	the	the	DET
fis-3616	161	14	theory	theory	NOUN
fis-3616	161	15	of	of	ADP
fis-3616	161	16	confined	confine	VERB
fis-3616	161	17	concrete	concrete	ADJ
fis-3616	161	18	t1c1	t1c1	NOUN
fis-3616	161	19	,	,	PUNCT
fis-3616	161	20	t2c1	t2c1	NOUN
fis-3616	161	21	and	and	CCONJ
fis-3616	161	22	t3c1	t3c1	ADP
fis-3616	161	23	,	,	PUNCT
fis-3616	161	24	we	we	PRON
fis-3616	161	25	notice	notice	VERB
fis-3616	161	26	a	a	DET
fis-3616	161	27	significant	significant	ADJ
fis-3616	161	28	improvement	improvement	NOUN
fis-3616	161	29	of	of	ADP
fis-3616	161	30	their	their	PRON
fis-3616	161	31	behavior	behavior	NOUN
fis-3616	161	32	under	under	ADP
fis-3616	161	33	axial	axial	ADJ
fis-3616	161	34	compression	compression	NOUN
fis-3616	161	35	with	with	ADP
fis-3616	161	36	a	a	DET
fis-3616	161	37	decrease	decrease	NOUN
fis-3616	161	38	of	of	ADP
fis-3616	161	39	the	the	DET
fis-3616	161	40	maximum	maximum	ADJ
fis-3616	161	41	deformations	deformation	NOUN
fis-3616	161	42	,	,	PUNCT
fis-3616	161	43	due	due	ADP
fis-3616	161	44	to	to	ADP
fis-3616	161	45	the	the	DET
fis-3616	161	46	action	action	NOUN
fis-3616	161	47	of	of	ADP
fis-3616	161	48	the	the	DET
fis-3616	161	49	concrete	concrete	NOUN
fis-3616	161	50	of	of	ADP
fis-3616	161	51	strength	strength	NOUN
fis-3616	161	52	fc	fc	PROPN
fis-3616	162	1	=	=	SYM
fis-3616	162	2	15	15	NUM
fis-3616	162	3	mpa	mpa	NOUN
fis-3616	162	4	confined	confine	VERB
fis-3616	162	5	by	by	ADP
fis-3616	162	6	the	the	DET
fis-3616	162	7	tube	tube	NOUN
fis-3616	162	8	,	,	PUNCT
fis-3616	162	9	but	but	CCONJ
fis-3616	162	10	the	the	DET
fis-3616	162	11	presence	presence	NOUN
fis-3616	162	12	of	of	ADP
fis-3616	162	13	a	a	DET
fis-3616	162	14	slight	slight	ADJ
fis-3616	162	15	local	local	ADJ
fis-3616	162	16	buckling	buckling	NOUN
fis-3616	162	17	,	,	PUNCT
fis-3616	162	18	located	locate	VERB
fis-3616	162	19	at	at	ADP
fis-3616	162	20	the	the	DET
fis-3616	162	21	upper	upper	ADJ
fis-3616	162	22	end	end	NOUN
fis-3616	162	23	of	of	ADP
fis-3616	162	24	the	the	DET
fis-3616	162	25	tubes	tube	NOUN
fis-3616	162	26	.	.	PUNCT
fis-3616	163	1	(	(	PUNCT
fis-3616	163	2	a	a	X
fis-3616	163	3	)	)	PUNCT
fis-3616	163	4	(	(	PUNCT
fis-3616	163	5	b	b	X
fis-3616	163	6	)	)	PUNCT
fis-3616	163	7	(	(	PUNCT
fis-3616	163	8	c	c	X
fis-3616	163	9	)	)	PUNCT
fis-3616	163	10	figure	figure	NOUN
fis-3616	163	11	12	12	NUM
fis-3616	163	12	:	:	SYM
fis-3616	163	13	fe	fe	NOUN
fis-3616	163	14	failure	failure	NOUN
fis-3616	163	15	modes	mode	NOUN
fis-3616	163	16	of	of	ADP
fis-3616	163	17	concrete	concrete	NOUN
fis-3616	163	18	-	-	PUNCT
fis-3616	163	19	filled	fill	VERB
fis-3616	163	20	steel	steel	NOUN
fis-3616	163	21	tubes	tube	NOUN
fis-3616	163	22	according	accord	VERB
fis-3616	163	23	to	to	ADP
fis-3616	163	24	the	the	DET
fis-3616	163	25	confined	confine	VERB
fis-3616	163	26	concrete	concrete	ADJ
fis-3616	163	27	theory	theory	NOUN
fis-3616	163	28	,	,	PUNCT
fis-3616	163	29	(	(	PUNCT
fis-3616	163	30	a	a	X
fis-3616	163	31	)	)	PUNCT
fis-3616	163	32	t1c1	t1c1	NOUN
fis-3616	163	33	tube	tube	NOUN
fis-3616	163	34	,	,	PUNCT
fis-3616	163	35	(	(	PUNCT
fis-3616	163	36	b	b	X
fis-3616	163	37	)	)	PUNCT
fis-3616	163	38	t2c1	t2c1	NOUN
fis-3616	163	39	tube	tube	NOUN
fis-3616	163	40	,	,	PUNCT
fis-3616	163	41	and	and	CCONJ
fis-3616	163	42	(	(	PUNCT
fis-3616	163	43	c	c	NOUN
fis-3616	163	44	)	)	PUNCT
fis-3616	163	45	t3c1	t3c1	NOUN
fis-3616	163	46	tube	tube	NOUN
fis-3616	163	47	.	.	PUNCT
fis-3616	164	1	y.	y.	PROPN
fis-3616	164	2	boulmaali	boulmaali	VERB
fis-3616	164	3	-	-	PUNCT
fis-3616	164	4	hacene	hacene	PROPN
fis-3616	164	5	chaouche	chaouche	NOUN
fis-3616	164	6	et	et	PROPN
fis-3616	164	7	alii	alii	PROPN
fis-3616	164	8	,	,	PUNCT
fis-3616	164	9	frattura	frattura	PROPN
fis-3616	164	10	ed	ed	PROPN
fis-3616	164	11	integrità	integrità	PROPN
fis-3616	164	12	strutturale	strutturale	PROPN
fis-3616	164	13	,	,	PUNCT
fis-3616	164	14	61	61	NUM
fis-3616	164	15	(	(	PUNCT
fis-3616	164	16	2022	2022	NUM
fis-3616	164	17	)	)	PUNCT
fis-3616	164	18	61	61	NUM
fis-3616	164	19	-	-	SYM
fis-3616	164	20	106	106	NUM
fis-3616	164	21	;	;	PUNCT
fis-3616	164	22	doi	doi	NOUN
fis-3616	164	23	:	:	PUNCT
fis-3616	164	24	10.3221	10.3221	NUM
fis-3616	164	25	/	/	SYM
fis-3616	164	26	igf	igf	PROPN
fis-3616	164	27	-	-	ADJ
fis-3616	164	28	esis.62.07	esis.62.07	ADJ
fis-3616	164	29	104	104	NUM
fis-3616	164	30	according	accord	VERB
fis-3616	164	31	to	to	ADP
fis-3616	164	32	tab	tab	NOUN
fis-3616	164	33	.	.	PUNCT
fis-3616	164	34	3	3	NUM
fis-3616	164	35	in	in	ADP
fis-3616	164	36	which	which	PRON
fis-3616	164	37	,	,	PUNCT
fis-3616	164	38	we	we	PRON
fis-3616	164	39	have	have	AUX
fis-3616	164	40	established	establish	VERB
fis-3616	164	41	the	the	DET
fis-3616	164	42	theoretical	theoretical	ADJ
fis-3616	164	43	,	,	PUNCT
fis-3616	164	44	experimental	experimental	ADJ
fis-3616	164	45	and	and	CCONJ
fis-3616	164	46	numerical	numerical	ADJ
fis-3616	164	47	results	result	NOUN
fis-3616	164	48	of	of	ADP
fis-3616	164	49	short	short	ADJ
fis-3616	164	50	tubes	tube	NOUN
fis-3616	164	51	filled	fill	VERB
fis-3616	164	52	with	with	ADP
fis-3616	164	53	concrete	concrete	NOUN
fis-3616	164	54	,	,	PUNCT
fis-3616	164	55	we	we	PRON
fis-3616	164	56	observe	observe	VERB
fis-3616	164	57	a	a	DET
fis-3616	164	58	very	very	ADV
fis-3616	164	59	good	good	ADJ
fis-3616	164	60	correlation	correlation	NOUN
fis-3616	164	61	between	between	ADP
fis-3616	164	62	the	the	DET
fis-3616	164	63	values	value	NOUN
fis-3616	164	64	obtained	obtain	VERB
fis-3616	164	65	for	for	ADP
fis-3616	164	66	critical	critical	ADJ
fis-3616	164	67	loads	load	NOUN
fis-3616	164	68	that	that	PRON
fis-3616	164	69	do	do	AUX
fis-3616	164	70	not	not	PART
fis-3616	164	71	exceed	exceed	VERB
fis-3616	164	72	10	10	NUM
fis-3616	164	73	%	%	NOUN
fis-3616	164	74	.	.	PUNCT
fis-3616	165	1	models	model	NOUN
fis-3616	165	2	ptheoritical	ptheoritical	PROPN
fis-3616	165	3	ptheo	ptheo	PROPN
fis-3616	165	4	e4	e4	PROPN
fis-3616	165	5	(	(	PUNCT
fis-3616	165	6	kn	kn	PROPN
fis-3616	165	7	)	)	PUNCT
fis-3616	165	8	p	p	PROPN
fis-3616	165	9	numerical	numerical	PROPN
fis-3616	165	10	pnum(kn	pnum(kn	NOUN
fis-3616	165	11	)	)	PUNCT
fis-3616	165	12	p	p	X
fis-3616	165	13	experimental	experimental	ADJ
fis-3616	165	14	pexp(kn	pexp(kn	PROPN
fis-3616	165	15	)	)	PUNCT
fis-3616	165	16	ptheo	ptheo	PROPN
fis-3616	165	17	e4	e4	PROPN
fis-3616	165	18	/	/	SYM
fis-3616	165	19	p	p	NOUN
fis-3616	165	20	exp	exp	NOUN
fis-3616	165	21	pnum/	pnum/	NUM
fis-3616	165	22	p	p	NOUN
fis-3616	165	23	exp	exp	NOUN
fis-3616	165	24	t1c1	t1c1	NOUN
fis-3616	165	25	299.7	299.7	NUM
fis-3616	165	26	315	315	NUM
fis-3616	165	27	325	325	NUM
fis-3616	165	28	0.92	0.92	NUM
fis-3616	165	29	0.97	0.97	NUM
fis-3616	165	30	t1c2	t1c2	PROPN
fis-3616	165	31	331.87	331.87	NUM
fis-3616	165	32	318	318	NUM
fis-3616	165	33	340	340	NUM
fis-3616	165	34	0.98	0.98	NUM
fis-3616	165	35	0.94	0.94	NUM
fis-3616	165	36	t1c3	t1c3	PROPN
fis-3616	165	37	354.39	354.39	NUM
fis-3616	165	38	338	338	NUM
fis-3616	165	39	355	355	NUM
fis-3616	165	40	1.00	1.00	NUM
fis-3616	165	41	0.95	0.95	NUM
fis-3616	165	42	t2c1	t2c1	NOUN
fis-3616	165	43	427.69	427.69	NUM
fis-3616	165	44	417	417	NUM
fis-3616	165	45	420	420	NUM
fis-3616	165	46	1.02	1.02	NUM
fis-3616	165	47	0.99	0.99	NUM
fis-3616	165	48	t2c2	t2c2	ADP
fis-3616	165	49	480.5	480.5	NUM
fis-3616	165	50	425	425	NUM
fis-3616	165	51	470	470	NUM
fis-3616	165	52	1.02	1.02	NUM
fis-3616	165	53	0.90	0.90	NUM
fis-3616	165	54	t2c3	t2c3	NUM
fis-3616	165	55	517.47	517.47	NUM
fis-3616	165	56	500	500	NUM
fis-3616	165	57	500	500	NUM
fis-3616	165	58	1.03	1.03	NUM
fis-3616	165	59	1.00	1.00	NUM
fis-3616	165	60	t3c1	t3c1	X
fis-3616	165	61	543.51	543.51	NUM
fis-3616	165	62	500	500	NUM
fis-3616	165	63	545	545	NUM
fis-3616	165	64	1.00	1.00	NUM
fis-3616	165	65	0.92	0.92	NUM
fis-3616	165	66	t3c2	t3c2	SYM
fis-3616	165	67	622.05	622.05	NUM
fis-3616	165	68	600	600	NUM
fis-3616	165	69	620	620	NUM
fis-3616	165	70	1.00	1.00	NUM
fis-3616	165	71	0.97	0.97	NUM
fis-3616	165	72	t3c3	t3c3	ADP
fis-3616	165	73	677.03	677.03	NUM
fis-3616	165	74	700	700	NUM
fis-3616	165	75	705	705	NUM
fis-3616	165	76	0.96	0.96	NUM
fis-3616	165	77	0.99	0.99	NUM
fis-3616	165	78	table	table	NOUN
fis-3616	165	79	3	3	NUM
fis-3616	165	80	:	:	PUNCT
fis-3616	165	81	results	result	VERB
fis-3616	165	82	comparison	comparison	NOUN
fis-3616	165	83	of	of	ADP
fis-3616	165	84	theoretical	theoretical	ADJ
fis-3616	165	85	,	,	PUNCT
fis-3616	165	86	experimental	experimental	ADJ
fis-3616	165	87	and	and	CCONJ
fis-3616	165	88	numerical	numerical	ADJ
fis-3616	165	89	critical	critical	ADJ
fis-3616	165	90	loads	load	NOUN
fis-3616	165	91	of	of	ADP
fis-3616	165	92	short	short	ADJ
fis-3616	165	93	tubes	tube	NOUN
fis-3616	165	94	filled	fill	VERB
fis-3616	165	95	with	with	ADP
fis-3616	165	96	concrete	concrete	NOUN
fis-3616	165	97	.	.	PUNCT
fis-3616	166	1	the	the	DET
fis-3616	166	2	numerical	numerical	ADJ
fis-3616	166	3	model	model	NOUN
fis-3616	166	4	with	with	ADP
fis-3616	166	5	perfect	perfect	ADJ
fis-3616	166	6	elastoplastic	elastoplastic	ADJ
fis-3616	166	7	behavior	behavior	NOUN
fis-3616	166	8	gives	give	VERB
fis-3616	166	9	a	a	DET
fis-3616	166	10	realistic	realistic	ADJ
fis-3616	166	11	representation	representation	NOUN
fis-3616	166	12	in	in	ADP
fis-3616	166	13	agreement	agreement	NOUN
fis-3616	166	14	with	with	ADP
fis-3616	166	15	the	the	DET
fis-3616	166	16	experimental	experimental	ADJ
fis-3616	166	17	and	and	CCONJ
fis-3616	166	18	theoretical	theoretical	ADJ
fis-3616	166	19	models	model	NOUN
fis-3616	166	20	.	.	PUNCT
fis-3616	167	1	the	the	DET
fis-3616	167	2	histogram	histogram	NOUN
fis-3616	167	3	in	in	ADP
fis-3616	167	4	fig	fig	NOUN
fis-3616	167	5	.	.	PUNCT
fis-3616	168	1	13	13	NUM
fis-3616	168	2	shows	show	VERB
fis-3616	168	3	the	the	DET
fis-3616	168	4	numerical	numerical	ADJ
fis-3616	168	5	,	,	PUNCT
fis-3616	168	6	theoretical	theoretical	ADJ
fis-3616	168	7	and	and	CCONJ
fis-3616	168	8	experimental	experimental	ADJ
fis-3616	168	9	critical	critical	ADJ
fis-3616	168	10	loads	load	NOUN
fis-3616	168	11	of	of	ADP
fis-3616	168	12	the	the	DET
fis-3616	168	13	treated	treat	VERB
fis-3616	168	14	tubes	tube	NOUN
fis-3616	168	15	.	.	PUNCT
fis-3616	169	1	a	a	DET
fis-3616	169	2	very	very	ADV
fis-3616	169	3	good	good	ADJ
fis-3616	169	4	correlation	correlation	NOUN
fis-3616	169	5	between	between	ADP
fis-3616	169	6	the	the	DET
fis-3616	169	7	results	result	NOUN
fis-3616	169	8	is	be	AUX
fis-3616	169	9	observed	observe	VERB
fis-3616	169	10	.	.	PUNCT
fis-3616	170	1	tube	tube	NOUN
fis-3616	171	1	t3c3	t3c3	ADP
fis-3616	171	2	shows	show	VERB
fis-3616	171	3	the	the	DET
fis-3616	171	4	value	value	NOUN
fis-3616	171	5	of	of	ADP
fis-3616	171	6	the	the	DET
fis-3616	171	7	maximum	maximum	ADJ
fis-3616	171	8	critical	critical	ADJ
fis-3616	171	9	load	load	NOUN
fis-3616	171	10	,	,	PUNCT
fis-3616	171	11	which	which	PRON
fis-3616	171	12	reaches	reach	VERB
fis-3616	171	13	a	a	DET
fis-3616	171	14	value	value	NOUN
fis-3616	171	15	of	of	ADP
fis-3616	171	16	about	about	ADV
fis-3616	171	17	700	700	NUM
fis-3616	171	18	kn	kn	NOUN
fis-3616	171	19	.	.	PUNCT
fis-3616	172	1	the	the	DET
fis-3616	172	2	t3c3	t3c3	PROPN
fis-3616	172	3	tube	tube	NOUN
fis-3616	172	4	shows	show	VERB
fis-3616	172	5	larger	large	ADJ
fis-3616	172	6	dimensions	dimension	NOUN
fis-3616	172	7	and	and	CCONJ
fis-3616	172	8	mechanical	mechanical	ADJ
fis-3616	172	9	characteristics	characteristic	NOUN
fis-3616	172	10	compared	compare	VERB
fis-3616	172	11	to	to	ADP
fis-3616	172	12	other	other	ADJ
fis-3616	172	13	models	model	NOUN
fis-3616	172	14	.	.	PUNCT
fis-3616	173	1	tubes	tube	NOUN
fis-3616	173	2	t1c1	t1c1	NOUN
fis-3616	173	3	,	,	PUNCT
fis-3616	173	4	t1c2	t1c2	INTJ
fis-3616	173	5	and	and	CCONJ
fis-3616	173	6	t1c3	t1c3	PART
fis-3616	173	7	show	show	VERB
fis-3616	173	8	an	an	DET
fis-3616	173	9	approximate	approximate	ADJ
fis-3616	173	10	critical	critical	ADJ
fis-3616	173	11	load	load	NOUN
fis-3616	173	12	of	of	ADP
fis-3616	173	13	310	310	NUM
fis-3616	173	14	kn	kn	PROPN
fis-3616	173	15	.	.	PUNCT
fis-3616	174	1	according	accord	VERB
fis-3616	174	2	to	to	ADP
fis-3616	174	3	these	these	DET
fis-3616	174	4	all	all	DET
fis-3616	174	5	results	result	NOUN
fis-3616	174	6	,	,	PUNCT
fis-3616	174	7	one	one	PRON
fis-3616	174	8	can	can	AUX
fis-3616	174	9	conclude	conclude	VERB
fis-3616	174	10	that	that	SCONJ
fis-3616	174	11	numerical	numerical	ADJ
fis-3616	174	12	modelling	modelling	NOUN
fis-3616	174	13	is	be	AUX
fis-3616	174	14	reliable	reliable	ADJ
fis-3616	174	15	for	for	ADP
fis-3616	174	16	this	this	DET
fis-3616	174	17	kind	kind	NOUN
fis-3616	174	18	of	of	ADP
fis-3616	174	19	problem	problem	NOUN
fis-3616	174	20	where	where	SCONJ
fis-3616	174	21	the	the	DET
fis-3616	174	22	difference	difference	NOUN
fis-3616	174	23	between	between	ADP
fis-3616	174	24	the	the	DET
fis-3616	174	25	results	result	NOUN
fis-3616	174	26	does	do	AUX
fis-3616	174	27	not	not	PART
fis-3616	174	28	exceed	exceed	VERB
fis-3616	174	29	the	the	DET
fis-3616	174	30	5	5	NUM
fis-3616	174	31	%	%	NOUN
fis-3616	174	32	.	.	PUNCT
fis-3616	175	1	figure	figure	NOUN
fis-3616	175	2	13	13	NUM
fis-3616	175	3	:	:	PUNCT
fis-3616	175	4	critical	critical	ADJ
fis-3616	175	5	load	load	NOUN
fis-3616	175	6	state	state	NOUN
fis-3616	175	7	of	of	ADP
fis-3616	175	8	tubes	tube	NOUN
fis-3616	175	9	filled	fill	VERB
fis-3616	175	10	with	with	ADP
fis-3616	175	11	concrete	concrete	ADJ
fis-3616	175	12	(	(	PUNCT
fis-3616	175	13	theoretical	theoretical	ADJ
fis-3616	175	14	eurocode	eurocode	NOUN
fis-3616	175	15	4	4	NUM
fis-3616	175	16	,	,	PUNCT
fis-3616	175	17	experimental	experimental	ADJ
fis-3616	175	18	and	and	CCONJ
fis-3616	175	19	numerical	numerical	ADJ
fis-3616	175	20	)	)	PUNCT
fis-3616	175	21	.	.	PUNCT
fis-3616	176	1	conclusion	conclusion	NOUN
fis-3616	176	2	he	he	PRON
fis-3616	176	3	material	material	VERB
fis-3616	176	4	nonlinear	nonlinear	PROPN
fis-3616	176	5	numerical	numerical	ADJ
fis-3616	176	6	modelling	modelling	NOUN
fis-3616	176	7	of	of	ADP
fis-3616	176	8	short	short	ADJ
fis-3616	176	9	filled	fill	VERB
fis-3616	176	10	steel	steel	NOUN
fis-3616	176	11	tubes	tube	NOUN
fis-3616	176	12	,	,	PUNCT
fis-3616	176	13	based	base	VERB
fis-3616	176	14	on	on	ADP
fis-3616	176	15	the	the	DET
fis-3616	176	16	theory	theory	NOUN
fis-3616	176	17	of	of	ADP
fis-3616	176	18	plasticity	plasticity	NOUN
fis-3616	176	19	(	(	PUNCT
fis-3616	176	20	perfect	perfect	ADJ
fis-3616	176	21	elasto	elasto	NOUN
fis-3616	176	22	-	-	PUNCT
fis-3616	176	23	plasticity	plasticity	NOUN
fis-3616	176	24	,	,	PUNCT
fis-3616	176	25	elasto	elasto	NOUN
fis-3616	176	26	-	-	PUNCT
fis-3616	176	27	plasticity	plasticity	NOUN
fis-3616	176	28	behavior	behavior	NOUN
fis-3616	176	29	with	with	ADP
fis-3616	176	30	multilinear	multilinear	PROPN
fis-3616	176	31	strain	strain	VERB
fis-3616	176	32	hardening	harden	VERB
fis-3616	176	33	and	and	CCONJ
fis-3616	176	34	elasto	elasto	NOUN
fis-3616	176	35	-	-	PUNCT
fis-3616	176	36	plasticity	plasticity	NOUN
fis-3616	176	37	with	with	ADP
fis-3616	176	38	strain	strain	NOUN
fis-3616	176	39	hardening	harden	VERB
fis-3616	176	40	proposed	propose	VERB
fis-3616	176	41	by	by	ADP
fis-3616	176	42	tao	tao	PROPN
fis-3616	176	43	et	et	PROPN
fis-3616	176	44	al	al	PROPN
fis-3616	177	1	[	[	X
fis-3616	177	2	12	12	NUM
fis-3616	177	3	]	]	PUNCT
fis-3616	177	4	,	,	PUNCT
fis-3616	177	5	allowed	allow	VERB
fis-3616	177	6	us	we	PRON
fis-3616	177	7	to	to	PART
fis-3616	177	8	show	show	VERB
fis-3616	177	9	the	the	DET
fis-3616	177	10	real	real	ADJ
fis-3616	177	11	behavior	behavior	NOUN
fis-3616	177	12	of	of	ADP
fis-3616	177	13	short	short	ADJ
fis-3616	177	14	cfst	cfst	NOUN
fis-3616	177	15	.	.	PUNCT
fis-3616	178	1	the	the	DET
fis-3616	178	2	validation	validation	NOUN
fis-3616	178	3	of	of	ADP
fis-3616	178	4	the	the	DET
fis-3616	178	5	models	model	NOUN
fis-3616	178	6	was	be	AUX
fis-3616	178	7	carried	carry	VERB
fis-3616	178	8	out	out	ADP
fis-3616	178	9	in	in	ADP
fis-3616	178	10	relation	relation	NOUN
fis-3616	178	11	to	to	ADP
fis-3616	178	12	the	the	DET
fis-3616	178	13	european	european	ADJ
fis-3616	178	14	eurocode	eurocode	PROPN
fis-3616	178	15	4	4	NUM
fis-3616	178	16	standards	standard	NOUN
fis-3616	178	17	[	[	X
fis-3616	178	18	8	8	NUM
fis-3616	178	19	]	]	PUNCT
fis-3616	178	20	as	as	ADV
fis-3616	178	21	well	well	ADV
fis-3616	178	22	as	as	ADP
fis-3616	178	23	an	an	DET
fis-3616	178	24	experimental	experimental	ADJ
fis-3616	178	25	study	study	NOUN
fis-3616	178	26	and	and	CCONJ
fis-3616	178	27	led	lead	VERB
fis-3616	178	28	us	we	PRON
fis-3616	178	29	to	to	ADP
fis-3616	178	30	the	the	DET
fis-3616	178	31	following	following	ADJ
fis-3616	178	32	conclusions	conclusion	NOUN
fis-3616	178	33	:	:	PUNCT
fis-3616	178	34			X
fis-3616	178	35	the	the	DET
fis-3616	178	36	reinforcement	reinforcement	NOUN
fis-3616	178	37	of	of	ADP
fis-3616	178	38	empty	empty	ADJ
fis-3616	178	39	tubes	tube	NOUN
fis-3616	178	40	with	with	ADP
fis-3616	178	41	concrete	concrete	NOUN
fis-3616	178	42	led	lead	VERB
fis-3616	178	43	to	to	ADP
fis-3616	178	44	a	a	DET
fis-3616	178	45	significant	significant	ADJ
fis-3616	178	46	improvement	improvement	NOUN
fis-3616	178	47	of	of	ADP
fis-3616	178	48	their	their	PRON
fis-3616	178	49	load	load	NOUN
fis-3616	178	50	-	-	PUNCT
fis-3616	178	51	deformation	deformation	NOUN
fis-3616	178	52	state	state	NOUN
fis-3616	178	53	.	.	PUNCT
fis-3616	178	54	0	0	NUM
fis-3616	179	1	100	100	NUM
fis-3616	179	2	200	200	NUM
fis-3616	179	3	300	300	NUM
fis-3616	179	4	400	400	NUM
fis-3616	179	5	500	500	NUM
fis-3616	179	6	600	600	NUM
fis-3616	179	7	700	700	NUM
fis-3616	179	8	800	800	NUM
fis-3616	179	9	t1c1	t1c1	NOUN
fis-3616	179	10	t1c2	t1c2	INTJ
fis-3616	179	11	t1c3	t1c3	INTJ
fis-3616	180	1	t2c1	t2c1	INTJ
fis-3616	180	2	t2c2	t2c2	X
fis-3616	180	3	t2c3	t2c3	NOUN
fis-3616	180	4	t3c1	t3c1	NOUN
fis-3616	180	5	t3c2	t3c2	X
fis-3616	180	6	t3c3	t3c3	ADP
fis-3616	180	7	c	c	PROPN
fis-3616	180	8	ri	ri	INTJ
fis-3616	180	9	ti	ti	NOUN
fis-3616	180	10	ca	can	AUX
fis-3616	180	11	l	l	NOUN
fis-3616	180	12	lo	lo	NOUN
fis-3616	180	13	ad	ad	NOUN
fis-3616	180	14	s	s	X
fis-3616	180	15	(	(	PUNCT
fis-3616	180	16	k	k	NOUN
fis-3616	180	17	n	n	CCONJ
fis-3616	180	18	)	)	PUNCT
fis-3616	180	19	models	model	NOUN
fis-3616	180	20	numerical	numerical	PROPN
fis-3616	180	21	experimental	experimental	PROPN
fis-3616	180	22	theoritical	theoritical	PROPN
fis-3616	180	23	e4	e4	PROPN
fis-3616	180	24	t	t	PROPN
fis-3616	180	25	y.	y.	PROPN
fis-3616	180	26	boulmaali	boulmaali	VERB
fis-3616	180	27	-	-	PUNCT
fis-3616	180	28	hacene	hacene	PROPN
fis-3616	180	29	chaouche	chaouche	NOUN
fis-3616	180	30	et	et	PROPN
fis-3616	180	31	alii	alii	PROPN
fis-3616	180	32	,	,	PUNCT
fis-3616	180	33	frattura	frattura	PROPN
fis-3616	180	34	ed	ed	PROPN
fis-3616	180	35	integrità	integrità	PROPN
fis-3616	180	36	strutturale	strutturale	PROPN
fis-3616	180	37	,	,	PUNCT
fis-3616	180	38	61	61	NUM
fis-3616	180	39	(	(	PUNCT
fis-3616	180	40	2022	2022	NUM
fis-3616	180	41	)	)	PUNCT
fis-3616	180	42	61	61	NUM
fis-3616	180	43	-	-	SYM
fis-3616	180	44	106	106	NUM
fis-3616	180	45	;	;	PUNCT
fis-3616	180	46	doi	doi	NOUN
fis-3616	180	47	:	:	PUNCT
fis-3616	180	48	10.3221	10.3221	NUM
fis-3616	180	49	/	/	SYM
fis-3616	180	50	igf	igf	PROPN
fis-3616	180	51	-	-	ADJ
fis-3616	180	52	esis.62.07	esis.62.07	PROPN
fis-3616	180	53	105	105	NUM
fis-3616	180	54			NOUN
fis-3616	180	55	for	for	ADP
fis-3616	180	56	a	a	DET
fis-3616	180	57	steel	steel	NOUN
fis-3616	180	58	tube	tube	NOUN
fis-3616	180	59	filled	fill	VERB
fis-3616	180	60	with	with	ADP
fis-3616	180	61	concrete	concrete	ADJ
fis-3616	180	62	(	(	PUNCT
fis-3616	180	63	cfst	cfst	NOUN
fis-3616	180	64	)	)	PUNCT
fis-3616	180	65	,	,	PUNCT
fis-3616	180	66	under	under	ADP
fis-3616	180	67	axial	axial	ADJ
fis-3616	180	68	compression	compression	NOUN
fis-3616	180	69	,	,	PUNCT
fis-3616	180	70	the	the	DET
fis-3616	180	71	concrete	concrete	ADJ
fis-3616	180	72	core	core	NOUN
fis-3616	180	73	expands	expand	VERB
fis-3616	180	74	laterally	laterally	ADV
fis-3616	180	75	and	and	CCONJ
fis-3616	180	76	is	be	AUX
fis-3616	180	77	confined	confine	VERB
fis-3616	180	78	by	by	ADP
fis-3616	180	79	the	the	DET
fis-3616	180	80	steel	steel	NOUN
fis-3616	180	81	tube	tube	NOUN
fis-3616	180	82	,	,	PUNCT
fis-3616	180	83	this	this	DET
fis-3616	180	84	confinement	confinement	NOUN
fis-3616	180	85	is	be	AUX
fis-3616	180	86	passive	passive	ADJ
fis-3616	180	87	in	in	ADP
fis-3616	180	88	nature	nature	NOUN
fis-3616	180	89	and	and	CCONJ
fis-3616	180	90	can	can	AUX
fis-3616	180	91	increase	increase	VERB
fis-3616	180	92	the	the	DET
fis-3616	180	93	strength	strength	NOUN
fis-3616	180	94	and	and	CCONJ
fis-3616	180	95	ductility	ductility	NOUN
fis-3616	180	96	of	of	ADP
fis-3616	180	97	concrete	concrete	NOUN
fis-3616	180	98	.	.	PUNCT
fis-3616	181	1			PUNCT
fis-3616	182	1	the	the	DET
fis-3616	182	2	appearance	appearance	NOUN
fis-3616	182	3	of	of	ADP
fis-3616	182	4	a	a	DET
fis-3616	182	5	local	local	ADJ
fis-3616	182	6	buckling	buckling	NOUN
fis-3616	182	7	for	for	ADP
fis-3616	182	8	all	all	DET
fis-3616	182	9	the	the	DET
fis-3616	182	10	modeled	model	VERB
fis-3616	182	11	tubes	tube	NOUN
fis-3616	182	12	,	,	PUNCT
fis-3616	182	13	located	locate	VERB
fis-3616	182	14	in	in	ADP
fis-3616	182	15	the	the	DET
fis-3616	182	16	majority	majority	NOUN
fis-3616	182	17	of	of	ADP
fis-3616	182	18	the	the	DET
fis-3616	182	19	cases	case	NOUN
fis-3616	182	20	,	,	PUNCT
fis-3616	182	21	at	at	ADP
fis-3616	182	22	the	the	DET
fis-3616	182	23	upper	upper	ADJ
fis-3616	182	24	end	end	NOUN
fis-3616	182	25	of	of	ADP
fis-3616	182	26	the	the	DET
fis-3616	182	27	tube	tube	NOUN
fis-3616	182	28	,	,	PUNCT
fis-3616	182	29	except	except	SCONJ
fis-3616	182	30	for	for	ADP
fis-3616	182	31	certain	certain	ADJ
fis-3616	182	32	tubes	tube	NOUN
fis-3616	182	33	for	for	ADP
fis-3616	182	34	which	which	PRON
fis-3616	182	35	the	the	DET
fis-3616	182	36	local	local	ADJ
fis-3616	182	37	buckling	buckling	NOUN
fis-3616	182	38	appeared	appear	VERB
fis-3616	182	39	at	at	ADP
fis-3616	182	40	the	the	DET
fis-3616	182	41	median	median	ADJ
fis-3616	182	42	part	part	NOUN
fis-3616	182	43	for	for	ADP
fis-3616	182	44	(	(	PUNCT
fis-3616	182	45	t1c2	t1c2	INTJ
fis-3616	182	46	)	)	PUNCT
fis-3616	182	47	and	and	CCONJ
fis-3616	182	48	at	at	ADP
fis-3616	182	49	both	both	PRON
fis-3616	182	50	ends	end	VERB
fis-3616	182	51	for	for	ADP
fis-3616	182	52	(	(	PUNCT
fis-3616	182	53	t3c3	t3c3	PROPN
fis-3616	182	54	)	)	PUNCT
fis-3616	182	55	.	.	PUNCT
fis-3616	183	1			PUNCT
fis-3616	183	2	we	we	PRON
fis-3616	183	3	also	also	ADV
fis-3616	183	4	notice	notice	VERB
fis-3616	183	5	a	a	DET
fis-3616	183	6	very	very	ADV
fis-3616	183	7	good	good	ADJ
fis-3616	183	8	correlation	correlation	NOUN
fis-3616	183	9	between	between	ADP
fis-3616	183	10	the	the	DET
fis-3616	183	11	experimental	experimental	ADJ
fis-3616	183	12	,	,	PUNCT
fis-3616	183	13	theoretical	theoretical	ADJ
fis-3616	183	14	,	,	PUNCT
fis-3616	183	15	and	and	CCONJ
fis-3616	183	16	numerical	numerical	ADJ
fis-3616	183	17	results	result	NOUN
fis-3616	183	18	with	with	ADP
fis-3616	183	19	in	in	ADP
fis-3616	183	20	some	some	DET
fis-3616	183	21	cases	case	NOUN
fis-3616	183	22	,	,	PUNCT
fis-3616	183	23	a	a	DET
fis-3616	183	24	small	small	ADJ
fis-3616	183	25	difference	difference	NOUN
fis-3616	183	26	that	that	PRON
fis-3616	183	27	does	do	AUX
fis-3616	183	28	not	not	PART
fis-3616	183	29	exceed	exceed	VERB
fis-3616	183	30	10	10	NUM
fis-3616	183	31	%	%	NOUN
fis-3616	183	32	.	.	PUNCT
fis-3616	184	1			PUNCT
fis-3616	185	1	the	the	DET
fis-3616	185	2	numerical	numerical	ADJ
fis-3616	185	3	model	model	NOUN
fis-3616	185	4	with	with	ADP
fis-3616	185	5	perfect	perfect	ADJ
fis-3616	185	6	elasto	elasto	NOUN
fis-3616	185	7	-	-	PUNCT
fis-3616	185	8	plastic	plastic	NOUN
fis-3616	185	9	behavior	behavior	NOUN
fis-3616	185	10	gives	give	VERB
fis-3616	185	11	a	a	DET
fis-3616	185	12	behavior	behavior	NOUN
fis-3616	185	13	very	very	ADV
fis-3616	185	14	close	close	ADV
fis-3616	185	15	to	to	ADP
fis-3616	185	16	reality	reality	NOUN
fis-3616	185	17	compared	compare	VERB
fis-3616	185	18	to	to	ADP
fis-3616	185	19	the	the	DET
fis-3616	185	20	experimental	experimental	ADJ
fis-3616	185	21	tests	test	NOUN
fis-3616	185	22	.	.	PUNCT
fis-3616	186	1			X
fis-3616	187	1	the	the	DET
fis-3616	187	2	t3c1	t3c1	X
fis-3616	187	3	and	and	CCONJ
fis-3616	187	4	t3c2	t3c2	PROPN
fis-3616	187	5	tubes	tube	NOUN
fis-3616	187	6	show	show	VERB
fis-3616	187	7	similar	similar	ADJ
fis-3616	187	8	failure	failure	NOUN
fis-3616	187	9	modes	mode	NOUN
fis-3616	187	10	for	for	ADP
fis-3616	187	11	the	the	DET
fis-3616	187	12	different	different	ADJ
fis-3616	187	13	behavior	behavior	NOUN
fis-3616	187	14	laws	law	NOUN
fis-3616	187	15	,	,	PUNCT
fis-3616	187	16	which	which	PRON
fis-3616	187	17	leads	lead	VERB
fis-3616	187	18	us	we	PRON
fis-3616	187	19	to	to	PART
fis-3616	187	20	assume	assume	VERB
fis-3616	187	21	that	that	SCONJ
fis-3616	187	22	the	the	DET
fis-3616	187	23	variation	variation	NOUN
fis-3616	187	24	of	of	ADP
fis-3616	187	25	the	the	DET
fis-3616	187	26	plasticity	plasticity	NOUN
fis-3616	187	27	behavior	behavior	NOUN
fis-3616	187	28	laws	law	NOUN
fis-3616	187	29	does	do	AUX
fis-3616	187	30	not	not	PART
fis-3616	187	31	influence	influence	VERB
fis-3616	187	32	the	the	DET
fis-3616	187	33	behavior	behavior	NOUN
fis-3616	187	34	of	of	ADP
fis-3616	187	35	the	the	DET
fis-3616	187	36	model	model	NOUN
fis-3616	187	37	,	,	PUNCT
fis-3616	187	38	but	but	CCONJ
fis-3616	187	39	we	we	PRON
fis-3616	187	40	can	can	AUX
fis-3616	187	41	assume	assume	VERB
fis-3616	187	42	that	that	SCONJ
fis-3616	187	43	the	the	DET
fis-3616	187	44	improvement	improvement	NOUN
fis-3616	187	45	of	of	ADP
fis-3616	187	46	the	the	DET
fis-3616	187	47	material	material	NOUN
fis-3616	187	48	characteristics	characteristic	NOUN
fis-3616	187	49	can	can	AUX
fis-3616	187	50	have	have	VERB
fis-3616	187	51	a	a	DET
fis-3616	187	52	positive	positive	ADJ
fis-3616	187	53	effect	effect	NOUN
fis-3616	187	54	,	,	PUNCT
fis-3616	187	55	i.e.	i.e.	X
fis-3616	187	56	a	a	DET
fis-3616	187	57	decrease	decrease	NOUN
fis-3616	187	58	of	of	ADP
fis-3616	187	59	the	the	DET
fis-3616	187	60	deformations	deformation	NOUN
fis-3616	187	61	.	.	PUNCT
fis-3616	188	1	nomenclature	nomenclature	NOUN
fis-3616	188	2			PROPN
fis-3616	188	3	:	:	PUNCT
fis-3616	188	4	stress	stress	NOUN
fis-3616	188	5	ε	ε	PROPN
fis-3616	188	6	:	:	PUNCT
fis-3616	188	7	strain	strain	VERB
fis-3616	188	8	   	   	SPACE
fis-3616	188	9	uf	uf	NOUN
fis-3616	188	10	:	:	PUNCT
fis-3616	188	11	ultimate	ultimate	ADJ
fis-3616	188	12	strength	strength	NOUN
fis-3616	188	13			PROPN
fis-3616	188	14	y	y	PROPN
fis-3616	188	15	:	:	PUNCT
fis-3616	188	16	yield	yield	VERB
fis-3616	188	17	strain	strain	NOUN
fis-3616	189	1			PROPN
fis-3616	189	2	p	p	NOUN
fis-3616	189	3	:	:	PUNCT
fis-3616	189	4	ultimate	ultimate	ADJ
fis-3616	189	5	strain	strain	NOUN
fis-3616	189	6	corresponding	correspond	VERB
fis-3616	189	7	to	to	ADP
fis-3616	189	8	the	the	DET
fis-3616	189	9	ultimate	ultimate	ADJ
fis-3616	189	10	strength	strength	NOUN
fis-3616	189	11	p	p	NOUN
fis-3616	189	12	:	:	PUNCT
fis-3616	189	13	strain	strain	VERB
fis-3616	189	14	hardening	harden	VERB
fis-3616	189	15	exponent	exponent	NOUN
fis-3616	189	16	pe	pe	PROPN
fis-3616	189	17	:	:	PUNCT
fis-3616	189	18	strain	strain	VERB
fis-3616	189	19	hardening	harden	VERB
fis-3616	189	20	modulus	modulus	NOUN
fis-3616	189	21	of	of	ADP
fis-3616	189	22	steel	steel	NOUN
fis-3616	189	23	uf	uf	NOUN
fis-3616	189	24	:	:	PUNCT
fis-3616	189	25	ultimate	ultimate	ADJ
fis-3616	189	26	strength	strength	NOUN
fis-3616	189	27	se	se	PROPN
fis-3616	189	28	:	:	PUNCT
fis-3616	189	29	modulus	modulus	NOUN
fis-3616	189	30	of	of	ADP
fis-3616	189	31	elasticity	elasticity	NOUN
fis-3616	189	32	of	of	ADP
fis-3616	189	33	steel	steel	NOUN
fis-3616	189	34	ckf	ckf	NOUN
fis-3616	189	35	:	:	PUNCT
fis-3616	189	36	unconfined	unconfined	ADJ
fis-3616	189	37	compressive	compressive	ADJ
fis-3616	189	38	cylinder	cylinder	NOUN
fis-3616	189	39	strength	strength	NOUN
fis-3616	189	40	of	of	ADP
fis-3616	189	41	concrete	concrete	NOUN
fis-3616	189	42	,	,	PUNCT
fis-3616	189	43	ck	ck	PRON
fis-3616	189	44	cubf	cubf	NOUN
fis-3616	189	45	:	:	PUNCT
fis-3616	189	46	unconfined	unconfined	ADJ
fis-3616	189	47	compressive	compressive	ADJ
fis-3616	189	48	cube	cube	NOUN
fis-3616	189	49	strength	strength	NOUN
fis-3616	189	50	of	of	ADP
fis-3616	189	51	concrete	concrete	ADJ
fis-3616	189	52	ccf	ccf	NOUN
fis-3616	189	53	:	:	PUNCT
fis-3616	189	54	maximum	maximum	ADP
fis-3616	189	55	confined	confine	VERB
fis-3616	189	56	concrete	concrete	ADJ
fis-3616	189	57	strength	strength	NOUN
fis-3616	189	58			PROPN
fis-3616	189	59	cc	cc	PROPN
fis-3616	189	60	:	:	PUNCT
fis-3616	189	61	peak	peak	NOUN
fis-3616	189	62	strain	strain	NOUN
fis-3616	189	63	of	of	ADP
fis-3616	189	64	confined	confine	VERB
fis-3616	189	65	concrete	concrete	ADJ
fis-3616	189	66	d	d	NOUN
fis-3616	189	67	:	:	PUNCT
fis-3616	189	68	external	external	ADJ
fis-3616	189	69	diameter	diameter	NOUN
fis-3616	189	70	of	of	ADP
fis-3616	189	71	the	the	DET
fis-3616	189	72	tube	tube	NOUN
fis-3616	189	73	section	section	NOUN
fis-3616	189	74	t	t	PROPN
fis-3616	189	75	:	:	PUNCT
fis-3616	189	76	tube	tube	NOUN
fis-3616	189	77	thickness	thickness	NOUN
fis-3616	189	78	yf	yf	NOUN
fis-3616	189	79	:	:	PUNCT
fis-3616	189	80	yield	yield	VERB
fis-3616	189	81	strength	strength	NOUN
fis-3616	189	82	of	of	ADP
fis-3616	189	83	the	the	DET
fis-3616	189	84	steel	steel	NOUN
fis-3616	189	85	section	section	NOUN
fis-3616	189	86	lf	lf	ADP
fis-3616	189	87	:	:	PUNCT
fis-3616	189	88	confining	confine	VERB
fis-3616	189	89	pressure	pressure	NOUN
fis-3616	189	90	cce	cce	PROPN
fis-3616	189	91	:	:	PUNCT
fis-3616	189	92	initial	initial	ADJ
fis-3616	189	93	young	young	PROPN
fis-3616	189	94	's	's	PART
fis-3616	189	95	modulus	modulus	NOUN
fis-3616	189	96	of	of	ADP
fis-3616	189	97	the	the	DET
fis-3616	189	98	confined	confine	VERB
fis-3616	189	99	concrete	concrete	ADJ
fis-3616	189	100	1k	1k	NOUN
fis-3616	189	101	,	,	PUNCT
fis-3616	189	102	2k	2k	NUM
fis-3616	189	103	,	,	PUNCT
fis-3616	189	104	3k	3k	X
fis-3616	189	105	:	:	PUNCT
fis-3616	189	106	coefficients	coefficient	NOUN
fis-3616	189	107	for	for	ADP
fis-3616	189	108	confined	confine	VERB
fis-3616	189	109	concrete	concrete	NOUN
fis-3616	189	110	 	 	SPACE
fis-3616	189	111	er	er	INTJ
fis-3616	189	112	,	,	PUNCT
fis-3616	189	113	 	 	SPACE
fis-3616	189	114	r	r	NOUN
fis-3616	189	115	,	,	PUNCT
fis-3616	189	116			PROPN
fis-3616	189	117	,r	,r	PROPN
fis-3616	189	118	r	r	NOUN
fis-3616	189	119	:	:	PUNCT
fis-3616	189	120	coefficients	coefficient	NOUN
fis-3616	189	121	for	for	ADP
fis-3616	189	122	confined	confine	VERB
fis-3616	189	123	concrete	concrete	ADJ
fis-3616	189	124	acknowledgments	acknowledgment	NOUN
fis-3616	189	125	he	he	PRON
fis-3616	189	126	authors	author	NOUN
fis-3616	189	127	would	would	AUX
fis-3616	189	128	like	like	VERB
fis-3616	189	129	to	to	PART
fis-3616	189	130	thank	thank	VERB
fis-3616	189	131	civil	civil	ADJ
fis-3616	189	132	engineering	engineering	NOUN
fis-3616	189	133	laboratory	laboratory	NOUN
fis-3616	189	134	lgc	lgc	ADJ
fis-3616	189	135	staff	staff	NOUN
fis-3616	189	136	of	of	ADP
fis-3616	189	137	badji	badji	PROPN
fis-3616	189	138	mokhtar	mokhtar	PROPN
fis-3616	189	139	annaba	annaba	PROPN
fis-3616	189	140	university	university	PROPN
fis-3616	189	141	(	(	PUNCT
fis-3616	189	142	annaba	annaba	PROPN
fis-3616	189	143	,	,	PUNCT
fis-3616	189	144	algeria	algeria	PROPN
fis-3616	189	145	)	)	PUNCT
fis-3616	189	146	who	who	PRON
fis-3616	189	147	provided	provide	VERB
fis-3616	189	148	facilities	facility	NOUN
fis-3616	189	149	for	for	ADP
fis-3616	189	150	conducting	conduct	VERB
fis-3616	189	151	the	the	DET
fis-3616	189	152	various	various	ADJ
fis-3616	189	153	tests	test	NOUN
fis-3616	189	154	in	in	ADP
fis-3616	189	155	the	the	DET
fis-3616	189	156	laboratory	laboratory	NOUN
fis-3616	189	157	.	.	PUNCT
fis-3616	190	1	t	t	PROPN
fis-3616	190	2	y.	y.	PROPN
fis-3616	190	3	boulmaali	boulmaali	VERB
fis-3616	190	4	-	-	PUNCT
fis-3616	190	5	hacene	hacene	PROPN
fis-3616	190	6	chaouche	chaouche	NOUN
fis-3616	190	7	et	et	PROPN
fis-3616	190	8	alii	alii	PROPN
fis-3616	190	9	,	,	PUNCT
fis-3616	190	10	frattura	frattura	PROPN
fis-3616	190	11	ed	ed	PROPN
fis-3616	190	12	integrità	integrità	PROPN
fis-3616	190	13	strutturale	strutturale	PROPN
fis-3616	190	14	,	,	PUNCT
fis-3616	190	15	61	61	NUM
fis-3616	190	16	(	(	PUNCT
fis-3616	190	17	2022	2022	NUM
fis-3616	190	18	)	)	PUNCT
fis-3616	190	19	61	61	NUM
fis-3616	190	20	-	-	SYM
fis-3616	190	21	106	106	NUM
fis-3616	190	22	;	;	PUNCT
fis-3616	190	23	doi	doi	NOUN
fis-3616	190	24	:	:	PUNCT
fis-3616	190	25	10.3221	10.3221	NUM
fis-3616	190	26	/	/	SYM
fis-3616	190	27	igf	igf	PROPN
fis-3616	190	28	-	-	ADJ
fis-3616	190	29	esis.62.07	esis.62.07	ADJ
fis-3616	190	30	106	106	NUM
fis-3616	190	31	references	reference	NOUN
fis-3616	190	32	[	[	X
fis-3616	190	33	1	1	NUM
fis-3616	190	34	]	]	PUNCT
fis-3616	190	35	tomii	tomii	NOUN
fis-3616	190	36	,	,	PUNCT
fis-3616	190	37	m.	m.	NOUN
fis-3616	190	38	,	,	PUNCT
fis-3616	190	39	sakino	sakino	PROPN
fis-3616	190	40	,	,	PUNCT
fis-3616	190	41	k.	k.	PROPN
fis-3616	190	42	(	(	PUNCT
fis-3616	190	43	1979	1979	NUM
fis-3616	190	44	)	)	PUNCT
fis-3616	190	45	.	.	PUNCT
fis-3616	191	1	experimental	experimental	ADJ
fis-3616	191	2	studies	study	NOUN
fis-3616	191	3	on	on	ADP
fis-3616	191	4	concrete	concrete	ADJ
fis-3616	191	5	filled	fill	VERB
fis-3616	191	6	square	square	ADJ
fis-3616	191	7	steel	steel	NOUN
fis-3616	191	8	tubular	tubular	ADJ
fis-3616	191	9	beam	beam	NOUN
fis-3616	191	10	-	-	PUNCT
fis-3616	191	11	columns	column	NOUN
fis-3616	191	12	subjected	subject	VERB
fis-3616	191	13	to	to	ADP
fis-3616	191	14	monotonic	monotonic	ADJ
fis-3616	191	15	shearing	shearing	NOUN
fis-3616	191	16	force	force	NOUN
fis-3616	191	17	and	and	CCONJ
fis-3616	191	18	constant	constant	ADJ
fis-3616	191	19	axial	axial	ADJ
fis-3616	191	20	force	force	NOUN
fis-3616	191	21	,	,	PUNCT
fis-3616	191	22	trans	trans	PROPN
fis-3616	191	23	.	.	PROPN
fis-3616	192	1	archit	archit	PROPN
fis-3616	192	2	.	.	PUNCT
fis-3616	193	1	inst	inst	PROPN
fis-3616	193	2	.	.	PUNCT
fis-3616	194	1	japan	japan	PROPN
fis-3616	194	2	,	,	PUNCT
fis-3616	194	3	281	281	NUM
fis-3616	194	4	,	,	PUNCT
fis-3616	194	5	pp	pp	ADJ
fis-3616	194	6	.	.	PUNCT
fis-3616	194	7	81–92	81–92	NUM
fis-3616	194	8	.	.	PUNCT
fis-3616	195	1	[	[	X
fis-3616	195	2	2	2	NUM
fis-3616	195	3	]	]	PUNCT
fis-3616	195	4	zeghiche	zeghiche	NOUN
fis-3616	195	5	,	,	PUNCT
fis-3616	195	6	j.	j.	PROPN
fis-3616	195	7	,	,	PUNCT
fis-3616	195	8	chaoui	chaoui	PROPN
fis-3616	195	9	,	,	PUNCT
fis-3616	195	10	k.	k.	PROPN
fis-3616	195	11	(	(	PUNCT
fis-3616	195	12	2005	2005	NUM
fis-3616	195	13	)	)	PUNCT
fis-3616	195	14	.	.	PUNCT
fis-3616	196	1	an	an	DET
fis-3616	196	2	experimental	experimental	ADJ
fis-3616	196	3	behaviour	behaviour	NOUN
fis-3616	196	4	of	of	ADP
fis-3616	196	5	concrete	concrete	NOUN
fis-3616	196	6	-	-	PUNCT
fis-3616	196	7	filled	fill	VERB
fis-3616	196	8	steel	steel	NOUN
fis-3616	196	9	tubular	tubular	ADJ
fis-3616	196	10	columns	column	NOUN
fis-3616	196	11	,	,	PUNCT
fis-3616	196	12	j.	j.	PROPN
fis-3616	196	13	constr	constr	PROPN
fis-3616	196	14	.	.	PUNCT
fis-3616	197	1	steel	steel	NOUN
fis-3616	197	2	res	re	NOUN
fis-3616	197	3	.	.	PUNCT
fis-3616	197	4	,	,	PUNCT
fis-3616	197	5	61(1	61(1	NOUN
fis-3616	197	6	)	)	PUNCT
fis-3616	197	7	,	,	PUNCT
fis-3616	197	8	pp	pp	ADJ
fis-3616	197	9	.	.	PUNCT
fis-3616	198	1	53–66	53–66	NUM
fis-3616	198	2	.	.	PUNCT
fis-3616	199	1	[	[	X
fis-3616	199	2	3	3	NUM
fis-3616	199	3	]	]	X
fis-3616	199	4	giakoumelis	giakoumeli	NOUN
fis-3616	199	5	,	,	PUNCT
fis-3616	199	6	g.	g.	PROPN
fis-3616	199	7	,	,	PUNCT
fis-3616	199	8	lam	lam	PROPN
fis-3616	199	9	,	,	PUNCT
fis-3616	199	10	d.	d.	PROPN
fis-3616	199	11	(	(	PUNCT
fis-3616	199	12	2004	2004	NUM
fis-3616	199	13	)	)	PUNCT
fis-3616	199	14	.	.	PUNCT
fis-3616	200	1	axial	axial	ADJ
fis-3616	200	2	capacity	capacity	NOUN
fis-3616	200	3	of	of	ADP
fis-3616	200	4	circular	circular	ADJ
fis-3616	200	5	concrete	concrete	NOUN
fis-3616	200	6	-	-	PUNCT
fis-3616	200	7	filled	fill	VERB
fis-3616	200	8	tube	tube	NOUN
fis-3616	200	9	columns	column	NOUN
fis-3616	200	10	,	,	PUNCT
fis-3616	200	11	j.	j.	PROPN
fis-3616	200	12	constr	constr	PROPN
fis-3616	200	13	.	.	PUNCT
fis-3616	201	1	steel	steel	NOUN
fis-3616	201	2	res	re	NOUN
fis-3616	201	3	.	.	PUNCT
fis-3616	201	4	,	,	PUNCT
fis-3616	201	5	60(7	60(7	NUM
fis-3616	201	6	)	)	PUNCT
fis-3616	201	7	,	,	PUNCT
fis-3616	201	8	pp	pp	ADJ
fis-3616	201	9	.	.	PUNCT
fis-3616	202	1	1049–1068	1049–1068	NUM
fis-3616	202	2	.	.	PUNCT
fis-3616	203	1	[	[	X
fis-3616	203	2	4	4	NUM
fis-3616	203	3	]	]	X
fis-3616	203	4	baig	baig	PROPN
fis-3616	203	5	,	,	PUNCT
fis-3616	203	6	m.n	m.n	PROPN
fis-3616	203	7	.	.	PROPN
fis-3616	203	8	,	,	PUNCT
fis-3616	203	9	fan	fan	PROPN
fis-3616	203	10	,	,	PUNCT
fis-3616	203	11	j.	j.	PROPN
fis-3616	203	12	,	,	PUNCT
fis-3616	203	13	nie	nie	PROPN
fis-3616	203	14	,	,	PUNCT
fis-3616	203	15	j.	j.	PROPN
fis-3616	203	16	(	(	PUNCT
fis-3616	203	17	2006	2006	NUM
fis-3616	203	18	)	)	PUNCT
fis-3616	203	19	.	.	PUNCT
fis-3616	204	1	strength	strength	NOUN
fis-3616	204	2	of	of	ADP
fis-3616	204	3	concrete	concrete	ADJ
fis-3616	204	4	filled	fill	VERB
fis-3616	204	5	steel	steel	NOUN
fis-3616	204	6	tubular	tubular	ADJ
fis-3616	204	7	columns	column	NOUN
fis-3616	204	8	,	,	PUNCT
fis-3616	204	9	tsinghua	tsinghua	PROPN
fis-3616	204	10	sci	sci	PROPN
fis-3616	204	11	.	.	PROPN
fis-3616	204	12	technol	technol	PROPN
fis-3616	204	13	.	.	PROPN
fis-3616	204	14	,	,	PUNCT
fis-3616	204	15	11(6	11(6	NUM
fis-3616	204	16	)	)	PUNCT
fis-3616	204	17	,	,	PUNCT
fis-3616	204	18	pp	pp	PROPN
fis-3616	204	19	.	.	PUNCT
fis-3616	205	1	657–66	657–66	NOUN
fis-3616	205	2	.	.	PUNCT
fis-3616	206	1	[	[	X
fis-3616	206	2	5	5	NUM
fis-3616	206	3	]	]	PUNCT
fis-3616	206	4	boursas	boursa	NOUN
fis-3616	206	5	,	,	PUNCT
fis-3616	206	6	f.	f.	PROPN
fis-3616	206	7	,	,	PUNCT
fis-3616	206	8	boutagouga	boutagouga	PROPN
fis-3616	206	9	,	,	PUNCT
fis-3616	206	10	d.	d.	PROPN
fis-3616	206	11	(	(	PUNCT
fis-3616	206	12	2021	2021	NUM
fis-3616	206	13	)	)	PUNCT
fis-3616	206	14	.	.	PUNCT
fis-3616	207	1	parametric	parametric	ADJ
fis-3616	207	2	study	study	NOUN
fis-3616	207	3	of	of	ADP
fis-3616	207	4	i	i	PROPN
fis-3616	207	5	-	-	PUNCT
fis-3616	207	6	shaped	shape	VERB
fis-3616	207	7	shear	shear	NOUN
fis-3616	207	8	connectors	connector	NOUN
fis-3616	207	9	with	with	ADP
fis-3616	207	10	different	different	ADJ
fis-3616	207	11	orientations	orientation	NOUN
fis-3616	207	12	in	in	ADP
fis-3616	207	13	push	push	VERB
fis-3616	207	14	-	-	PUNCT
fis-3616	207	15	out	out	ADP
fis-3616	207	16	test	test	NOUN
fis-3616	207	17	,	,	PUNCT
fis-3616	207	18	frat	frat	NOUN
fis-3616	207	19	.	.	PUNCT
fis-3616	208	1	ed	ed	PROPN
fis-3616	208	2	integrita	integrita	PROPN
fis-3616	208	3	strutt	strutt	PROPN
fis-3616	208	4	.	.	PROPN
fis-3616	208	5	,	,	PUNCT
fis-3616	208	6	15(57	15(57	NUM
fis-3616	208	7	)	)	PUNCT
fis-3616	208	8	,	,	PUNCT
fis-3616	208	9	pp	pp	ADP
fis-3616	208	10	.	.	PUNCT
fis-3616	209	1	24–39	24–39	NUM
fis-3616	209	2	,	,	PUNCT
fis-3616	209	3	doi	doi	NOUN
fis-3616	209	4	:	:	PUNCT
fis-3616	209	5	10.3221	10.3221	NUM
fis-3616	209	6	/	/	SYM
fis-3616	209	7	igf	igf	NOUN
fis-3616	209	8	-	-	ADJ
fis-3616	209	9	esis.57.03	esis.57.03	NOUN
fis-3616	209	10	.	.	PUNCT
fis-3616	210	1	[	[	X
fis-3616	210	2	6	6	NUM
fis-3616	210	3	]	]	SYM
fis-3616	210	4	kouider	kouider	NOUN
fis-3616	210	5	,	,	PUNCT
fis-3616	210	6	n.	n.	NOUN
fis-3616	210	7	,	,	PUNCT
fis-3616	210	8	hadidane	hadidane	PROPN
fis-3616	210	9	,	,	PUNCT
fis-3616	210	10	y.	y.	PROPN
fis-3616	210	11	,	,	PUNCT
fis-3616	210	12	benzerara	benzerara	NOUN
fis-3616	210	13	,	,	PUNCT
fis-3616	210	14	m.	m.	NOUN
fis-3616	210	15	(	(	PUNCT
fis-3616	210	16	2022	2022	NUM
fis-3616	210	17	)	)	PUNCT
fis-3616	210	18	.	.	PUNCT
fis-3616	211	1	numerical	numerical	PROPN
fis-3616	211	2	investigation	investigation	NOUN
fis-3616	211	3	of	of	ADP
fis-3616	211	4	the	the	DET
fis-3616	211	5	cold	cold	NOUN
fis-3616	211	6	-	-	PUNCT
fis-3616	211	7	formed	form	VERB
fis-3616	211	8	i	i	NOUN
fis-3616	211	9	-	-	PUNCT
fis-3616	211	10	beams	beam	NOUN
fis-3616	211	11	bending	bend	VERB
fis-3616	211	12	strength	strength	NOUN
fis-3616	211	13	with	with	ADP
fis-3616	211	14	different	different	ADJ
fis-3616	211	15	web	web	NOUN
fis-3616	211	16	shapes	shape	NOUN
fis-3616	211	17	,	,	PUNCT
fis-3616	211	18	frat	frat	NOUN
fis-3616	211	19	.	.	PUNCT
fis-3616	212	1	ed	ed	PROPN
fis-3616	212	2	integrità	integrità	PROPN
fis-3616	212	3	strutt	strutt	PROPN
fis-3616	212	4	.	.	PROPN
fis-3616	212	5	,	,	PUNCT
fis-3616	212	6	16(59	16(59	NUM
fis-3616	212	7	)	)	PUNCT
fis-3616	212	8	,	,	PUNCT
fis-3616	213	1	pp	pp	ADP
fis-3616	213	2	.	.	PUNCT
fis-3616	214	1	153–171	153–171	NUM
fis-3616	214	2	,	,	PUNCT
fis-3616	214	3	doi	doi	NOUN
fis-3616	214	4	:	:	PUNCT
fis-3616	214	5	10.3221	10.3221	NUM
fis-3616	214	6	/	/	SYM
fis-3616	214	7	igf	igf	PROPN
fis-3616	214	8	-	-	PUNCT
fis-3616	214	9	esis.59.12	esis.59.12	NOUN
fis-3616	214	10	.	.	PUNCT
fis-3616	215	1	[	[	X
fis-3616	215	2	7	7	X
fis-3616	215	3	]	]	PUNCT
fis-3616	215	4	guedaoura	guedaoura	NOUN
fis-3616	215	5	,	,	PUNCT
fis-3616	215	6	h.	h.	PROPN
fis-3616	215	7	,	,	PUNCT
fis-3616	215	8	hadidane	hadidane	PROPN
fis-3616	215	9	,	,	PUNCT
fis-3616	215	10	y.	y.	PROPN
fis-3616	215	11	(	(	PUNCT
fis-3616	215	12	2022	2022	NUM
fis-3616	215	13	)	)	PUNCT
fis-3616	215	14	.	.	PUNCT
fis-3616	216	1	web	web	NOUN
fis-3616	216	2	post	post	ADJ
fis-3616	216	3	-	-	ADJ
fis-3616	216	4	buckling	buckling	ADJ
fis-3616	216	5	strength	strength	NOUN
fis-3616	216	6	of	of	ADP
fis-3616	216	7	thin	thin	ADJ
fis-3616	216	8	-	-	PUNCT
fis-3616	216	9	webbed	web	VERB
fis-3616	216	10	cellular	cellular	ADJ
fis-3616	216	11	beams	beam	NOUN
fis-3616	216	12	using	use	VERB
fis-3616	216	13	carbon	carbon	NOUN
fis-3616	216	14	pfrp	pfrp	NOUN
fis-3616	216	15	profiles	profile	NOUN
fis-3616	216	16	,	,	PUNCT
fis-3616	216	17	frat	frat	NOUN
fis-3616	216	18	.	.	PUNCT
fis-3616	217	1	ed	ed	PROPN
fis-3616	217	2	integrità	integrità	PROPN
fis-3616	217	3	strutt	strutt	PROPN
fis-3616	217	4	.	.	PROPN
fis-3616	217	5	,	,	PUNCT
fis-3616	217	6	16(60	16(60	NUM
fis-3616	217	7	)	)	PUNCT
fis-3616	217	8	,	,	PUNCT
fis-3616	217	9	pp	pp	ADP
fis-3616	217	10	.	.	PUNCT
fis-3616	218	1	43–61	43–61	NUM
fis-3616	218	2	,	,	PUNCT
fis-3616	218	3	doi	doi	NOUN
fis-3616	218	4	:	:	PUNCT
fis-3616	218	5	10.3221	10.3221	NUM
fis-3616	218	6	/	/	SYM
fis-3616	218	7	igf	igf	NOUN
fis-3616	218	8	-	-	NOUN
fis-3616	218	9	esis.60.04	esis.60.04	NOUN
fis-3616	218	10	.	.	PUNCT
fis-3616	219	1	[	[	X
fis-3616	219	2	8	8	NUM
fis-3616	219	3	]	]	X
fis-3616	219	4	composite	composite	ADJ
fis-3616	219	5	steel	steel	NOUN
fis-3616	219	6	and	and	CCONJ
fis-3616	219	7	concrete	concrete	ADJ
fis-3616	219	8	structures	structure	NOUN
fis-3616	219	9	part	part	NOUN
fis-3616	219	10	1.1	1.1	NUM
fis-3616	219	11	:	:	PUNCT
fis-3616	219	12	general	general	ADJ
fis-3616	219	13	rules	rule	NOUN
fis-3616	219	14	and	and	CCONJ
fis-3616	219	15	rules	rule	NOUN
fis-3616	219	16	for	for	ADP
fis-3616	219	17	buildings	building	NOUN
fis-3616	219	18	eurocode	eurocode	VERB
fis-3616	219	19	.	.	PUNCT
fis-3616	220	1	(	(	PUNCT
fis-3616	220	2	2004	2004	NUM
fis-3616	220	3	)	)	PUNCT
fis-3616	220	4	.	.	PUNCT
fis-3616	221	1	eurocode	eurocode	VERB
fis-3616	221	2	4	4	NUM
fis-3616	221	3	,	,	PUNCT
fis-3616	221	4	cen	cen	PROPN
fis-3616	221	5	(	(	PUNCT
fis-3616	221	6	european	european	PROPN
fis-3616	221	7	commitee	commitee	PROPN
fis-3616	221	8	stand	stand	VERB
fis-3616	221	9	)	)	PUNCT
fis-3616	221	10	.	.	PUNCT
fis-3616	222	1	[	[	X
fis-3616	222	2	9	9	NUM
fis-3616	222	3	]	]	SYM
fis-3616	222	4	hu	hu	PROPN
fis-3616	222	5	,	,	PUNCT
fis-3616	222	6	h.-t	h.-t	NOUN
fis-3616	222	7	.	.	PUNCT
fis-3616	222	8	,	,	PUNCT
fis-3616	222	9	huang	huang	PROPN
fis-3616	222	10	,	,	PUNCT
fis-3616	222	11	c.-s	c.-s	PROPN
fis-3616	222	12	.	.	PROPN
fis-3616	222	13	,	,	PUNCT
fis-3616	222	14	wu	wu	PROPN
fis-3616	222	15	,	,	PUNCT
fis-3616	222	16	m.-h	m.-h	PROPN
fis-3616	222	17	.	.	PUNCT
fis-3616	222	18	,	,	PUNCT
fis-3616	222	19	wu	wu	PROPN
fis-3616	222	20	,	,	PUNCT
fis-3616	222	21	y.-m	y.-m	NOUN
fis-3616	222	22	.	.	PUNCT
fis-3616	223	1	(	(	PUNCT
fis-3616	223	2	2003	2003	NUM
fis-3616	223	3	)	)	PUNCT
fis-3616	223	4	.	.	PUNCT
fis-3616	224	1	nonlinear	nonlinear	ADJ
fis-3616	224	2	analysis	analysis	NOUN
fis-3616	224	3	of	of	ADP
fis-3616	224	4	axially	axially	ADV
fis-3616	224	5	loaded	load	VERB
fis-3616	224	6	concrete	concrete	NOUN
fis-3616	224	7	-	-	PUNCT
fis-3616	224	8	filled	fill	VERB
fis-3616	224	9	tube	tube	NOUN
fis-3616	224	10	columns	column	NOUN
fis-3616	224	11	with	with	ADP
fis-3616	224	12	confinement	confinement	ADJ
fis-3616	224	13	effect	effect	NOUN
fis-3616	224	14	,	,	PUNCT
fis-3616	224	15	asce	asce	PROPN
fis-3616	224	16	j.	j.	PROPN
fis-3616	224	17	struct	struct	PROPN
fis-3616	224	18	.	.	PUNCT
fis-3616	225	1	eng	eng	PROPN
fis-3616	225	2	.	.	PROPN
fis-3616	225	3	,	,	PUNCT
fis-3616	225	4	129(10	129(10	NUM
fis-3616	225	5	)	)	PUNCT
fis-3616	225	6	,	,	PUNCT
fis-3616	225	7	pp	pp	ADJ
fis-3616	225	8	.	.	PUNCT
fis-3616	226	1	1322–1329	1322–1329	NUM
fis-3616	226	2	.	.	PUNCT
fis-3616	227	1	[	[	X
fis-3616	227	2	10	10	NUM
fis-3616	227	3	]	]	X
fis-3616	227	4	dai	dai	PROPN
fis-3616	227	5	,	,	PUNCT
fis-3616	227	6	x.	x.	PROPN
fis-3616	227	7	,	,	PUNCT
fis-3616	227	8	lam	lam	PROPN
fis-3616	227	9	,	,	PUNCT
fis-3616	227	10	d.	d.	PROPN
fis-3616	227	11	(	(	PUNCT
fis-3616	227	12	2010	2010	NUM
fis-3616	227	13	)	)	PUNCT
fis-3616	227	14	.	.	PUNCT
fis-3616	228	1	numerical	numerical	ADJ
fis-3616	228	2	modelling	modelling	NOUN
fis-3616	228	3	of	of	ADP
fis-3616	228	4	the	the	DET
fis-3616	228	5	axial	axial	ADJ
fis-3616	228	6	compressive	compressive	ADJ
fis-3616	228	7	behaviour	behaviour	NOUN
fis-3616	228	8	of	of	ADP
fis-3616	228	9	short	short	ADJ
fis-3616	228	10	concrete	concrete	NOUN
fis-3616	228	11	-	-	PUNCT
fis-3616	228	12	filled	fill	VERB
fis-3616	228	13	elliptical	elliptical	ADJ
fis-3616	228	14	steel	steel	NOUN
fis-3616	228	15	columns	column	NOUN
fis-3616	228	16	,	,	PUNCT
fis-3616	228	17	j.	j.	PROPN
fis-3616	228	18	constr	constr	PROPN
fis-3616	228	19	.	.	PUNCT
fis-3616	229	1	steel	steel	NOUN
fis-3616	229	2	res	re	NOUN
fis-3616	229	3	.	.	PROPN
fis-3616	229	4	,	,	PUNCT
fis-3616	229	5	66(7	66(7	NUM
fis-3616	229	6	)	)	PUNCT
fis-3616	229	7	,	,	PUNCT
fis-3616	229	8	pp	pp	ADP
fis-3616	229	9	.	.	PUNCT
fis-3616	230	1	931–942	931–942	NUM
fis-3616	230	2	.	.	PUNCT
fis-3616	231	1	[	[	X
fis-3616	231	2	11	11	NUM
fis-3616	231	3	]	]	SYM
fis-3616	231	4	kebaili	kebaili	PROPN
fis-3616	231	5	,	,	PUNCT
fis-3616	231	6	b.	b.	PROPN
fis-3616	231	7	,	,	PUNCT
fis-3616	231	8	redjel	redjel	PROPN
fis-3616	231	9	,	,	PUNCT
fis-3616	231	10	b.	b.	PROPN
fis-3616	231	11	(	(	PUNCT
fis-3616	231	12	2012	2012	NUM
fis-3616	231	13	)	)	PUNCT
fis-3616	231	14	.	.	PUNCT
fis-3616	232	1	etude	etude	NOUN
fis-3616	232	2	expérimentale	expérimentale	PROPN
fis-3616	232	3	du	du	PROPN
fis-3616	232	4	comportement	comportement	PROPN
fis-3616	232	5	des	des	PROPN
fis-3616	232	6	tubes	tubes	PROPN
fis-3616	232	7	en	en	PROPN
fis-3616	232	8	acier	acier	PROPN
fis-3616	232	9	remplis	remplis	PROPN
fis-3616	232	10	de	de	PROPN
fis-3616	232	11	béton	béton	PROPN
fis-3616	232	12	,	,	PUNCT
fis-3616	232	13	eur	eur	PROPN
fis-3616	232	14	.	.	PUNCT
fis-3616	233	1	j.	j.	PROPN
fis-3616	233	2	environ	environ	PROPN
fis-3616	233	3	.	.	PUNCT
fis-3616	234	1	civ	civ	PROPN
fis-3616	234	2	.	.	PUNCT
fis-3616	235	1	eng	eng	PROPN
fis-3616	235	2	.	.	PROPN
fis-3616	235	3	,	,	PUNCT
fis-3616	235	4	16(7	16(7	NUM
fis-3616	235	5	)	)	PUNCT
fis-3616	235	6	,	,	PUNCT
fis-3616	235	7	pp	pp	ADP
fis-3616	235	8	.	.	PUNCT
fis-3616	236	1	765–776	765–776	NUM
fis-3616	236	2	.	.	PUNCT
fis-3616	237	1	[	[	X
fis-3616	237	2	12	12	NUM
fis-3616	237	3	]	]	X
fis-3616	237	4	tao	tao	PROPN
fis-3616	237	5	,	,	PUNCT
fis-3616	237	6	z.	z.	PROPN
fis-3616	237	7	,	,	PUNCT
fis-3616	237	8	uy	uy	PROPN
fis-3616	237	9	,	,	PUNCT
fis-3616	237	10	b.	b.	PROPN
fis-3616	237	11	,	,	PUNCT
fis-3616	237	12	liao	liao	PROPN
fis-3616	237	13	,	,	PUNCT
fis-3616	237	14	f.-y	f.-y	PROPN
fis-3616	237	15	.	.	PUNCT
fis-3616	237	16	,	,	PUNCT
fis-3616	237	17	han	han	PROPN
fis-3616	237	18	,	,	PUNCT
fis-3616	237	19	l.-h	l.-h	PROPN
fis-3616	237	20	.	.	PUNCT
fis-3616	238	1	(	(	PUNCT
fis-3616	238	2	2011	2011	NUM
fis-3616	238	3	)	)	PUNCT
fis-3616	238	4	.	.	PUNCT
fis-3616	239	1	nonlinear	nonlinear	ADJ
fis-3616	239	2	analysis	analysis	NOUN
fis-3616	239	3	of	of	ADP
fis-3616	239	4	concrete	concrete	NOUN
fis-3616	239	5	-	-	PUNCT
fis-3616	239	6	filled	fill	VERB
fis-3616	239	7	square	square	ADJ
fis-3616	239	8	stainless	stainless	ADJ
fis-3616	239	9	steel	steel	NOUN
fis-3616	239	10	stub	stub	NOUN
fis-3616	239	11	columns	column	NOUN
fis-3616	239	12	under	under	ADP
fis-3616	239	13	axial	axial	ADJ
fis-3616	239	14	compression	compression	NOUN
fis-3616	239	15	,	,	PUNCT
fis-3616	239	16	j.	j.	PROPN
fis-3616	239	17	constr	constr	PROPN
fis-3616	239	18	.	.	PUNCT
fis-3616	240	1	steel	steel	NOUN
fis-3616	240	2	res	re	NOUN
fis-3616	240	3	.	.	PUNCT
fis-3616	240	4	,	,	PUNCT
fis-3616	240	5	67(11	67(11	NUM
fis-3616	240	6	)	)	PUNCT
fis-3616	240	7	,	,	PUNCT
fis-3616	240	8	pp	pp	ADP
fis-3616	240	9	.	.	PUNCT
fis-3616	241	1	1719–1732	1719–1732	NUM
fis-3616	241	2	.	.	PUNCT
fis-3616	242	1	[	[	X
fis-3616	242	2	13	13	NUM
fis-3616	242	3	]	]	X
fis-3616	242	4	goel	goel	PROPN
fis-3616	242	5	,	,	PUNCT
fis-3616	242	6	t.	t.	PROPN
fis-3616	242	7	,	,	PUNCT
fis-3616	242	8	tiwary	tiwary	PROPN
fis-3616	242	9	,	,	PUNCT
fis-3616	242	10	a.k	a.k	PROPN
fis-3616	242	11	.	.	PROPN
fis-3616	242	12	(	(	PUNCT
fis-3616	242	13	2018	2018	NUM
fis-3616	242	14	)	)	PUNCT
fis-3616	242	15	.	.	PUNCT
fis-3616	243	1	finite	finite	PROPN
fis-3616	243	2	element	element	NOUN
fis-3616	243	3	modeling	modeling	NOUN
fis-3616	243	4	of	of	ADP
fis-3616	243	5	circular	circular	ADJ
fis-3616	243	6	concrete	concrete	ADJ
fis-3616	243	7	filled	fill	VERB
fis-3616	243	8	steel	steel	NOUN
fis-3616	243	9	tube	tube	NOUN
fis-3616	243	10	(	(	PUNCT
fis-3616	243	11	cfst	cfst	NOUN
fis-3616	243	12	)	)	PUNCT
fis-3616	243	13	,	,	PUNCT
fis-3616	243	14	indian	indian	PROPN
fis-3616	243	15	j.	j.	PROPN
fis-3616	243	16	sci	sci	PROPN
fis-3616	243	17	.	.	PROPN
fis-3616	243	18	technol	technol	PROPN
fis-3616	243	19	.	.	PROPN
fis-3616	243	20	,	,	PUNCT
fis-3616	243	21	11(34	11(34	NUM
fis-3616	243	22	)	)	PUNCT
fis-3616	243	23	,	,	PUNCT
fis-3616	243	24	pp	pp	ADJ
fis-3616	243	25	.	.	PUNCT
fis-3616	244	1	1–9	1–9	NOUN
fis-3616	244	2	.	.	PUNCT
fis-3616	245	1	[	[	X
fis-3616	245	2	14	14	NUM
fis-3616	245	3	]	]	X
fis-3616	245	4	fang	fang	X
fis-3616	245	5	,	,	PUNCT
fis-3616	245	6	c.	c.	PROPN
fis-3616	245	7	,	,	PUNCT
fis-3616	245	8	theofanous	theofanous	ADJ
fis-3616	245	9	,	,	PUNCT
fis-3616	245	10	m.	m.	NOUN
fis-3616	245	11	,	,	PUNCT
fis-3616	245	12	gardner	gardner	NOUN
fis-3616	245	13	,	,	PUNCT
fis-3616	245	14	l.	l.	PROPN
fis-3616	245	15	(	(	PUNCT
fis-3616	245	16	2013).numerical	2013).numerical	ADJ
fis-3616	245	17	modelling	modelling	NOUN
fis-3616	245	18	of	of	ADP
fis-3616	245	19	concrete	concrete	NOUN
fis-3616	245	20	-	-	PUNCT
fis-3616	245	21	filled	fill	VERB
fis-3616	245	22	elliptical	elliptical	ADJ
fis-3616	245	23	hollow	hollow	ADJ
fis-3616	245	24	section	section	NOUN
fis-3616	245	25	columns	column	NOUN
fis-3616	245	26	at	at	ADP
fis-3616	245	27	ambient	ambient	ADJ
fis-3616	245	28	temperature	temperature	NOUN
fis-3616	245	29	.	.	PUNCT
fis-3616	246	1	proceedings	proceeding	NOUN
fis-3616	246	2	of	of	ADP
fis-3616	246	3	the	the	DET
fis-3616	246	4	workshop	workshop	NOUN
fis-3616	246	5	on	on	ADP
fis-3616	246	6	finite	finite	ADJ
fis-3616	246	7	element	element	NOUN
fis-3616	246	8	modelling	modelling	NOUN
fis-3616	246	9	of	of	ADP
fis-3616	246	10	innovative	innovative	ADJ
fis-3616	246	11	concrete	concrete	NOUN
fis-3616	246	12	-	-	PUNCT
fis-3616	246	13	filled	fill	VERB
fis-3616	246	14	tubular	tubular	ADJ
fis-3616	246	15	columns	column	NOUN
fis-3616	246	16	under	under	ADP
fis-3616	246	17	room	room	NOUN
fis-3616	246	18	and	and	CCONJ
fis-3616	246	19	elevated	elevated	ADJ
fis-3616	246	20	temperatures	temperature	NOUN
fis-3616	246	21	.	.	PUNCT
fis-3616	247	1	[	[	X
fis-3616	247	2	15	15	NUM
fis-3616	247	3	]	]	X
fis-3616	247	4	jamaluddin	jamaluddin	ADV
fis-3616	247	5	,	,	PUNCT
fis-3616	247	6	n.	n.	PROPN
fis-3616	247	7	,	,	PUNCT
fis-3616	247	8	lam	lam	PROPN
fis-3616	247	9	,	,	PUNCT
fis-3616	247	10	d.	d.	PROPN
fis-3616	247	11	,	,	PUNCT
fis-3616	247	12	ye	ye	PROPN
fis-3616	247	13	,	,	PUNCT
fis-3616	247	14	d.	d.	PROPN
fis-3616	247	15	(	(	PUNCT
fis-3616	247	16	2009	2009	NUM
fis-3616	247	17	)	)	PUNCT
fis-3616	247	18	.	.	PUNCT
fis-3616	248	1	finite	finite	PROPN
fis-3616	248	2	element	element	NOUN
fis-3616	248	3	analysis	analysis	NOUN
fis-3616	248	4	of	of	ADP
fis-3616	248	5	elliptical	elliptical	ADJ
fis-3616	248	6	hollow	hollow	ADJ
fis-3616	248	7	and	and	CCONJ
fis-3616	248	8	concrete	concrete	ADJ
fis-3616	248	9	filled	fill	VERB
fis-3616	248	10	tube	tube	NOUN
fis-3616	248	11	columns	column	NOUN
fis-3616	248	12	,	,	PUNCT
fis-3616	248	13	int	int	NOUN
fis-3616	248	14	.	.	PUNCT
fis-3616	249	1	j.	j.	PROPN
fis-3616	249	2	integr	integr	PROPN
fis-3616	249	3	.	.	PUNCT
fis-3616	250	1	eng	eng	PROPN
fis-3616	250	2	.	.	PROPN
fis-3616	250	3	,	,	PUNCT
fis-3616	250	4	1(2	1(2	NUM
fis-3616	250	5	)	)	PUNCT
fis-3616	250	6	,	,	PUNCT
fis-3616	250	7	pp	pp	ADP
fis-3616	250	8	.	.	PUNCT
fis-3616	251	1	95–101	95–101	NUM
fis-3616	251	2	.	.	PUNCT
fis-3616	252	1	[	[	X
fis-3616	252	2	16	16	NUM
fis-3616	252	3	]	]	X
fis-3616	252	4	kedziora	kedziora	PROPN
fis-3616	252	5	,	,	PUNCT
fis-3616	252	6	s.	s.	PROPN
fis-3616	252	7	,	,	PUNCT
fis-3616	252	8	anwaar	anwaar	NOUN
fis-3616	252	9	,	,	PUNCT
fis-3616	252	10	m.o	m.o	PROPN
fis-3616	252	11	.	.	PROPN
fis-3616	253	1	(	(	PUNCT
fis-3616	253	2	2019).concrete	2019).concrete	ADV
fis-3616	253	3	-	-	PUNCT
fis-3616	253	4	filled	fill	VERB
fis-3616	253	5	steel	steel	NOUN
fis-3616	253	6	tubular	tubular	ADJ
fis-3616	253	7	(	(	PUNCT
fis-3616	253	8	cfts	cft	NOUN
fis-3616	253	9	)	)	PUNCT
fis-3616	253	10	columns	column	NOUN
fis-3616	253	11	subjected	subject	VERB
fis-3616	253	12	to	to	ADP
fis-3616	253	13	eccentric	eccentric	ADJ
fis-3616	253	14	compressive	compressive	ADJ
fis-3616	253	15	load	load	NOUN
fis-3616	253	16	.	.	PUNCT
fis-3616	254	1	aip	aip	PROPN
fis-3616	254	2	conference	conference	NOUN
fis-3616	254	3	proceedings	proceeding	NOUN
fis-3616	254	4	,	,	PUNCT
fis-3616	254	5	2060	2060	NUM
fis-3616	254	6	,	,	PUNCT
fis-3616	254	7	p.	p.	NOUN
fis-3616	254	8	20004	20004	NUM
fis-3616	254	9	.	.	PUNCT
fis-3616	255	1	[	[	X
fis-3616	255	2	17	17	NUM
fis-3616	255	3	]	]	X
fis-3616	255	4	mander	mander	PROPN
fis-3616	255	5	,	,	PUNCT
fis-3616	255	6	j.b	j.b	PROPN
fis-3616	255	7	.	.	PROPN
fis-3616	255	8	,	,	PUNCT
fis-3616	255	9	priestley	priestley	NOUN
fis-3616	255	10	,	,	PUNCT
fis-3616	255	11	m.j.n	m.j.n	ADJ
fis-3616	255	12	.	.	PROPN
fis-3616	255	13	,	,	PUNCT
fis-3616	255	14	park	park	PROPN
fis-3616	255	15	,	,	PUNCT
fis-3616	255	16	r.	r.	PROPN
fis-3616	255	17	(	(	PUNCT
fis-3616	255	18	1988	1988	NUM
fis-3616	255	19	)	)	PUNCT
fis-3616	255	20	.	.	PUNCT
fis-3616	256	1	theoretical	theoretical	ADJ
fis-3616	256	2	stress	stress	NOUN
fis-3616	256	3	-	-	PUNCT
fis-3616	256	4	strain	strain	NOUN
fis-3616	256	5	model	model	NOUN
fis-3616	256	6	for	for	ADP
fis-3616	256	7	confined	confine	VERB
fis-3616	256	8	concrete	concrete	NOUN
fis-3616	256	9	,	,	PUNCT
fis-3616	256	10	j.	j.	PROPN
fis-3616	256	11	struct	struct	NOUN
fis-3616	256	12	.	.	PUNCT
fis-3616	257	1	eng	eng	PROPN
fis-3616	257	2	.	.	PROPN
fis-3616	257	3	,	,	PUNCT
fis-3616	257	4	114(8	114(8	NUM
fis-3616	257	5	)	)	PUNCT
fis-3616	257	6	,	,	PUNCT
fis-3616	257	7	pp	pp	ADP
fis-3616	257	8	.	.	PUNCT
fis-3616	258	1	1804–1826	1804–1826	NUM
fis-3616	258	2	.	.	PUNCT
fis-3616	259	1	[	[	X
fis-3616	259	2	18	18	NUM
fis-3616	259	3	]	]	PUNCT
fis-3616	259	4	ellobody	ellobody	NOUN
fis-3616	259	5	,	,	PUNCT
fis-3616	259	6	e.	e.	PROPN
fis-3616	259	7	,	,	PUNCT
fis-3616	259	8	young	young	PROPN
fis-3616	259	9	,	,	PUNCT
fis-3616	259	10	b.	b.	PROPN
fis-3616	259	11	,	,	PUNCT
fis-3616	259	12	lam	lam	PROPN
fis-3616	259	13	,	,	PUNCT
fis-3616	259	14	d.	d.	PROPN
fis-3616	259	15	(	(	PUNCT
fis-3616	259	16	2006	2006	NUM
fis-3616	259	17	)	)	PUNCT
fis-3616	259	18	.	.	PUNCT
fis-3616	260	1	behaviour	behaviour	NOUN
fis-3616	260	2	of	of	ADP
fis-3616	260	3	normal	normal	ADJ
fis-3616	260	4	and	and	CCONJ
fis-3616	260	5	high	high	ADJ
fis-3616	260	6	strength	strength	NOUN
fis-3616	260	7	concrete	concrete	NOUN
fis-3616	260	8	-	-	PUNCT
fis-3616	260	9	filled	fill	VERB
fis-3616	260	10	compact	compact	ADJ
fis-3616	260	11	steel	steel	NOUN
fis-3616	260	12	tube	tube	NOUN
fis-3616	260	13	circular	circular	ADJ
fis-3616	260	14	stub	stub	NOUN
fis-3616	260	15	columns	column	NOUN
fis-3616	260	16	,	,	PUNCT
fis-3616	260	17	j.	j.	PROPN
fis-3616	260	18	constr	constr	PROPN
fis-3616	260	19	.	.	PUNCT
fis-3616	261	1	steel	steel	NOUN
fis-3616	261	2	res	re	NOUN
fis-3616	261	3	.	.	PUNCT
fis-3616	261	4	,	,	PUNCT
fis-3616	261	5	62(7	62(7	NOUN
fis-3616	261	6	)	)	PUNCT
fis-3616	261	7	,	,	PUNCT
fis-3616	261	8	pp	pp	ADP
fis-3616	261	9	.	.	PUNCT
fis-3616	262	1	706–715	706–715	X
fis-3616	262	2	.	.	PUNCT
fis-3616	263	1	[	[	X
fis-3616	263	2	19	19	NUM
fis-3616	263	3	]	]	PUNCT
fis-3616	263	4	ellobody	ellobody	NOUN
fis-3616	263	5	,	,	PUNCT
fis-3616	263	6	e.	e.	PROPN
fis-3616	263	7	,	,	PUNCT
fis-3616	263	8	young	young	PROPN
fis-3616	263	9	,	,	PUNCT
fis-3616	263	10	b.	b.	PROPN
fis-3616	263	11	(	(	PUNCT
fis-3616	263	12	2006	2006	NUM
fis-3616	263	13	)	)	PUNCT
fis-3616	263	14	.	.	PUNCT
fis-3616	264	1	nonlinear	nonlinear	ADJ
fis-3616	264	2	analysis	analysis	NOUN
fis-3616	264	3	of	of	ADP
fis-3616	264	4	concrete	concrete	NOUN
fis-3616	264	5	-	-	PUNCT
fis-3616	264	6	filled	fill	VERB
fis-3616	264	7	steel	steel	NOUN
fis-3616	264	8	shs	shs	NOUN
fis-3616	264	9	and	and	CCONJ
fis-3616	264	10	rhs	rhs	PROPN
fis-3616	264	11	columns	column	NOUN
fis-3616	264	12	,	,	PUNCT
fis-3616	264	13	thin	thin	ADJ
fis-3616	264	14	-	-	PUNCT
fis-3616	264	15	walled	wall	VERB
fis-3616	264	16	struct	struct	NOUN
fis-3616	264	17	.	.	PUNCT
fis-3616	264	18	,	,	PUNCT
fis-3616	264	19	44(8	44(8	NOUN
fis-3616	264	20	)	)	PUNCT
fis-3616	264	21	,	,	PUNCT
fis-3616	264	22	pp	pp	ADP
fis-3616	264	23	.	.	PUNCT
fis-3616	265	1	919–930	919–930	NUM
fis-3616	265	2	.	.	PUNCT
fis-3616	266	1	[	[	X
fis-3616	266	2	20	20	NUM
fis-3616	266	3	]	]	SYM
fis-3616	266	4	richart	richart	NOUN
fis-3616	266	5	,	,	PUNCT
fis-3616	266	6	f.e	f.e	PROPN
fis-3616	266	7	.	.	PROPN
fis-3616	266	8	,	,	PUNCT
fis-3616	266	9	brandtzæg	brandtzæg	PROPN
fis-3616	266	10	,	,	PUNCT
fis-3616	266	11	a.	a.	NOUN
fis-3616	266	12	,	,	PUNCT
fis-3616	266	13	brown	brown	PROPN
fis-3616	266	14	,	,	PUNCT
fis-3616	266	15	r.l	r.l	PROPN
fis-3616	266	16	.	.	PROPN
fis-3616	266	17	(	(	PUNCT
fis-3616	266	18	1928	1928	NUM
fis-3616	266	19	)	)	PUNCT
fis-3616	266	20	.	.	PUNCT
fis-3616	267	1	a	a	DET
fis-3616	267	2	study	study	NOUN
fis-3616	267	3	of	of	ADP
fis-3616	267	4	the	the	DET
fis-3616	267	5	failure	failure	NOUN
fis-3616	267	6	of	of	ADP
fis-3616	267	7	concrete	concrete	NOUN
fis-3616	267	8	under	under	ADP
fis-3616	267	9	combined	combined	ADJ
fis-3616	267	10	compressive	compressive	ADJ
fis-3616	267	11	stresses	stress	NOUN
fis-3616	267	12	,	,	PUNCT
fis-3616	267	13	university	university	NOUN
fis-3616	267	14	of	of	ADP
fis-3616	267	15	illinois	illinois	PROPN
fis-3616	267	16	at	at	ADP
fis-3616	267	17	urbana	urbana	PROPN
fis-3616	267	18	champaign	champaign	PROPN
fis-3616	267	19	,	,	PUNCT
fis-3616	267	20	college	college	NOUN
fis-3616	267	21	of	of	ADP
fis-3616	267	22	engineering	engineering	NOUN
fis-3616	267	23	.	.	PUNCT
fis-3616	268	1	engineering	engineering	NOUN
fis-3616	268	2	experiment	experiment	NOUN
fis-3616	268	3	station	station	NOUN
fis-3616	268	4	.	.	PUNCT
fis-3616	269	1	[	[	X
fis-3616	269	2	21	21	NUM
fis-3616	269	3	]	]	X
fis-3616	269	4	seon	seon	PROPN
fis-3616	269	5	-	-	PUNCT
fis-3616	269	6	hu	hu	PROPN
fis-3616	269	7	,	,	PUNCT
fis-3616	269	8	k.	k.	PROPN
fis-3616	269	9	,	,	PUNCT
fis-3616	269	10	cheol	cheol	NOUN
fis-3616	269	11	-	-	PUNCT
fis-3616	269	12	ho	ho	PROPN
fis-3616	269	13	,	,	PUNCT
fis-3616	269	14	l.	l.	PROPN
fis-3616	269	15	(	(	PUNCT
fis-3616	269	16	2021	2021	NUM
fis-3616	269	17	)	)	PUNCT
fis-3616	269	18	.	.	PUNCT
fis-3616	270	1	chord	chord	NOUN
fis-3616	270	2	sidewall	sidewall	NOUN
fis-3616	270	3	failure	failure	NOUN
fis-3616	270	4	of	of	ADP
fis-3616	270	5	rhs	rhs	PROPN
fis-3616	270	6	x	x	NOUN
fis-3616	270	7	-	-	NOUN
fis-3616	270	8	joints	joint	NOUN
fis-3616	270	9	in	in	ADP
fis-3616	270	10	compression	compression	NOUN
fis-3616	270	11	and	and	CCONJ
fis-3616	270	12	associated	associated	ADJ
fis-3616	270	13	design	design	NOUN
fis-3616	270	14	recommendations	recommendation	NOUN
fis-3616	270	15	,	,	PUNCT
fis-3616	270	16	j.	j.	PROPN
fis-3616	270	17	struct	struct	NOUN
fis-3616	270	18	.	.	PUNCT
fis-3616	271	1	eng	eng	PROPN
fis-3616	271	2	.	.	PROPN
fis-3616	271	3	,	,	PUNCT
fis-3616	271	4	147(8	147(8	NUM
fis-3616	271	5	)	)	PUNCT
fis-3616	271	6	,	,	PUNCT
fis-3616	271	7	pp	pp	ADJ
fis-3616	271	8	.	.	PUNCT
fis-3616	272	1	04021111	04021111	NUM
fis-3616	272	2	,	,	PUNCT
fis-3616	272	3	doi	doi	NOUN
fis-3616	272	4	:	:	PUNCT
fis-3616	272	5	https://doi.org/10.1061/(asce)st.1943-541x.0003068	https://doi.org/10.1061/(asce)st.1943-541x.0003068	NOUN
fis-3616	272	6	.	.	PUNCT
fis-3616	273	1	[	[	X
fis-3616	273	2	22	22	NUM
fis-3616	273	3	]	]	PUNCT
fis-3616	273	4	eurocode	eurocode	VERB
fis-3616	273	5	3	3	NUM
fis-3616	273	6	.	.	PUNCT
fis-3616	273	7	(	(	PUNCT
fis-3616	273	8	2003	2003	NUM
fis-3616	273	9	)	)	PUNCT
fis-3616	273	10	.	.	PUNCT
fis-3616	274	1	design	design	NOUN
fis-3616	274	2	of	of	ADP
fis-3616	274	3	steel	steel	NOUN
fis-3616	274	4	structures	structure	NOUN
fis-3616	274	5	,	,	PUNCT
fis-3616	274	6	part	part	NOUN
fis-3616	274	7	1.3	1.3	NUM
fis-3616	274	8	gen	gen	PROPN
fis-3616	274	9	.	.	PROPN
fis-3616	274	10	rules	rule	VERB
fis-3616	274	11	supplemary	supplemary	ADJ
fis-3616	274	12	cold	cold	ADJ
fis-3616	274	13	form	form	NOUN
fis-3616	274	14	.	.	PUNCT
fis-3616	275	1	thin	thin	ADJ
fis-3616	275	2	gauge	gauge	NOUN
fis-3616	275	3	members	member	NOUN
fis-3616	275	4	sheeting	sheet	VERB
fis-3616	275	5	,	,	PUNCT
fis-3616	275	6	cen	cen	PROPN
fis-3616	275	7	(	(	PUNCT
fis-3616	275	8	european	european	PROPN
fis-3616	275	9	commitee	commitee	PROPN
fis-3616	275	10	stand	stand	VERB
fis-3616	275	11	)	)	PUNCT
fis-3616	275	12	.	.	PUNCT
fis-3616	276	1	[	[	X
fis-3616	276	2	23	23	NUM
fis-3616	276	3	]	]	X
fis-3616	276	4	duval	duval	PROPN
fis-3616	276	5	,	,	PUNCT
fis-3616	276	6	a.	a.	PROPN
fis-3616	276	7	,	,	PUNCT
fis-3616	276	8	al	al	PROPN
fis-3616	276	9	-	-	PUNCT
fis-3616	276	10	akhras	akhras	PROPN
fis-3616	276	11	,	,	PUNCT
fis-3616	276	12	h.	h.	PROPN
fis-3616	276	13	,	,	PUNCT
fis-3616	276	14	maurin	maurin	NOUN
fis-3616	276	15	,	,	PUNCT
fis-3616	276	16	f.	f.	PROPN
fis-3616	276	17	,	,	PUNCT
fis-3616	276	18	elguedj	elguedj	NOUN
fis-3616	276	19	,	,	PUNCT
fis-3616	276	20	t.	t.	PROPN
fis-3616	276	21	,	,	PUNCT
fis-3616	276	22	duval	duval	PROPN
fis-3616	276	23	,	,	PUNCT
fis-3616	276	24	a.	a.	PROPN
fis-3616	276	25	,	,	PUNCT
fis-3616	276	26	al	al	PROPN
fis-3616	276	27	-	-	PUNCT
fis-3616	276	28	akhras	akhras	PROPN
fis-3616	276	29	,	,	PUNCT
fis-3616	276	30	h.	h.	PROPN
fis-3616	276	31	,	,	PUNCT
fis-3616	276	32	maurin	maurin	NOUN
fis-3616	276	33	,	,	PUNCT
fis-3616	276	34	f.	f.	PROPN
fis-3616	276	35	,	,	PUNCT
fis-3616	276	36	elguedj	elguedj	NOUN
fis-3616	276	37	,	,	PUNCT
fis-3616	276	38	t.	t.	PROPN
fis-3616	276	39	(	(	PUNCT
fis-3616	276	40	2014	2014	NUM
fis-3616	276	41	)	)	PUNCT
fis-3616	276	42	.	.	PUNCT
fis-3616	277	1	abaqus	abaqus	PROPN
fis-3616	277	2	/	/	SYM
fis-3616	277	3	cae	cae	PROPN
fis-3616	277	4	6.14	6.14	NUM
fis-3616	277	5	user	user	NOUN
fis-3616	277	6	’s	’s	PART
fis-3616	277	7	manual	manual	NOUN
fis-3616	277	8	,	,	PUNCT
fis-3616	277	9	dassault	dassault	PROPN
fis-3616	277	10	systémes	systémes	PROPN
fis-3616	277	11	inc	inc	PROPN
fis-3616	277	12	.	.	PUNCT
fis-3616	278	1	[	[	X
fis-3616	278	2	24	24	NUM
fis-3616	278	3	]	]	X
fis-3616	278	4	gupta	gupta	PROPN
fis-3616	278	5	,	,	PUNCT
fis-3616	278	6	p.k	p.k	PROPN
fis-3616	278	7	.	.	PROPN
fis-3616	278	8	,	,	PUNCT
fis-3616	278	9	singh	singh	PROPN
fis-3616	278	10	,	,	PUNCT
fis-3616	278	11	h.	h.	PROPN
fis-3616	278	12	(	(	PUNCT
fis-3616	278	13	2014	2014	NUM
fis-3616	278	14	)	)	PUNCT
fis-3616	278	15	.	.	PUNCT
fis-3616	279	1	numerical	numerical	PROPN
fis-3616	279	2	study	study	PROPN
fis-3616	279	3	of	of	ADP
fis-3616	279	4	confinement	confinement	NOUN
fis-3616	279	5	in	in	ADP
fis-3616	279	6	short	short	ADJ
fis-3616	279	7	concrete	concrete	ADJ
fis-3616	279	8	filled	fill	VERB
fis-3616	279	9	steel	steel	NOUN
fis-3616	279	10	tube	tube	NOUN
fis-3616	279	11	columns	column	NOUN
fis-3616	279	12	,	,	PUNCT
fis-3616	279	13	lat	lat	PROPN
fis-3616	279	14	.	.	PUNCT
fis-3616	279	15	am	be	AUX
fis-3616	279	16	.	.	PUNCT
fis-3616	280	1	j.	j.	PROPN
fis-3616	280	2	solids	solids	PROPN
fis-3616	280	3	struct	struct	NOUN
fis-3616	280	4	.	.	PUNCT
fis-3616	280	5	,	,	PUNCT
fis-3616	280	6	11(8	11(8	PROPN
fis-3616	280	7	)	)	PUNCT
fis-3616	280	8	,	,	PUNCT
fis-3616	280	9	pp	pp	ADP
fis-3616	280	10	.	.	PUNCT
fis-3616	280	11	1445–1462	1445–1462	NUM
fis-3616	280	12	.	.	PUNCT
fis-3616	281	1	<	<	X
fis-3616	281	2	<	<	X
fis-3616	281	3	/ascii85encodepages	/ascii85encodepage	NOUN
fis-3616	281	4	false	false	ADJ
fis-3616	281	5	/allowtransparency	/allowtransparency	NOUN
fis-3616	281	6	false	false	ADJ
fis-3616	281	7	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-3616	281	8	true	true	ADJ
fis-3616	281	9	/autorotatepages	/autorotatepage	NOUN
fis-3616	281	10	/none	/none	PUNCT
fis-3616	281	11	/binding	/binding	PUNCT
fis-3616	281	12	/left	/left	ADJ
fis-3616	282	1	/calgrayprofile	/calgrayprofile	VERB
fis-3616	282	2	(	(	PUNCT
fis-3616	282	3	dot	dot	NOUN
fis-3616	282	4	gain	gain	NOUN
fis-3616	282	5	20	20	NUM
fis-3616	282	6	%	%	NOUN
fis-3616	282	7	)	)	PUNCT
fis-3616	282	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-3616	283	1	(	(	PUNCT
fis-3616	283	2	srgb	srgb	PROPN
fis-3616	283	3	iec61966	iec61966	NOUN
fis-3616	283	4	-	-	PUNCT
fis-3616	283	5	2.1	2.1	NUM
fis-3616	283	6	)	)	PUNCT
fis-3616	283	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-3616	284	1	(	(	PUNCT
fis-3616	284	2	u.s	u.s	PROPN
fis-3616	284	3	.	.	PROPN
fis-3616	284	4	web	web	NOUN
fis-3616	284	5	coated	coat	VERB
fis-3616	284	6	\050swop\051	\050swop\051	ADJ
fis-3616	284	7	v2	v2	NOUN
fis-3616	284	8	)	)	PUNCT
fis-3616	284	9	/srgbprofile	/srgbprofile	PUNCT
fis-3616	284	10	(	(	PUNCT
fis-3616	284	11	srgb	srgb	PROPN
fis-3616	284	12	iec61966	iec61966	NOUN
fis-3616	284	13	-	-	PUNCT
fis-3616	284	14	2.1	2.1	NUM
fis-3616	284	15	)	)	PUNCT
fis-3616	284	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-3616	285	1	/error	/error	INTJ
fis-3616	285	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-3616	286	1	1.4	1.4	NUM
fis-3616	286	2	/compressobjects	/compressobject	NOUN
fis-3616	286	3	/tags	/tag	VERB
fis-3616	286	4	/compresspages	/compresspage	NOUN
fis-3616	286	5	true	true	ADJ
fis-3616	286	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-3616	286	7	true	true	ADJ
fis-3616	286	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-3616	286	9	true	true	ADJ
fis-3616	286	10	/createjobticket	/createjobticket	NOUN
fis-3616	286	11	false	false	ADJ
fis-3616	286	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-3616	286	13	/default	/default	PUNCT
fis-3616	286	14	/detectblends	/detectblend	NOUN
fis-3616	286	15	true	true	ADJ
fis-3616	286	16	/detectcurves	/detectcurve	VERB
fis-3616	287	1	0.0000	0.0000	NUM
fis-3616	287	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-3616	287	3	/cmyk	/cmyk	PUNCT
fis-3616	288	1	/dothumbnails	/dothumbnail	VERB
fis-3616	289	1	false	false	ADJ
fis-3616	289	2	/embedallfonts	/embedallfont	NOUN
fis-3616	289	3	true	true	ADJ
fis-3616	289	4	/embedopentype	/embedopentype	PUNCT
fis-3616	289	5	false	false	ADJ
fis-3616	289	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-3616	289	7	true	true	ADJ
fis-3616	289	8	/embedjoboptions	/embedjoboption	NOUN
fis-3616	289	9	true	true	ADJ
fis-3616	289	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-3616	289	11	0	0	NUM
fis-3616	289	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-3616	289	13	false	false	ADJ
fis-3616	289	14	/endpage	/endpage	NOUN
fis-3616	289	15	-1	-1	NOUN
fis-3616	289	16	/imagememory	/imagememory	NUM
fis-3616	289	17	1048576	1048576	NUM
fis-3616	289	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-3616	289	19	false	false	ADJ
fis-3616	289	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-3616	289	21	100	100	NUM
fis-3616	289	22	/optimize	/optimize	NOUN
fis-3616	289	23	true	true	ADJ
fis-3616	289	24	/opm	/opm	NOUN
fis-3616	289	25	1	1	NUM
fis-3616	289	26	/parsedsccomments	/parsedsccomment	NOUN
fis-3616	289	27	true	true	ADJ
fis-3616	289	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-3616	289	29	true	true	ADJ
fis-3616	289	30	/preservecopypage	/preservecopypage	NOUN
fis-3616	289	31	true	true	ADJ
fis-3616	289	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-3616	289	33	true	true	ADJ
fis-3616	289	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-3616	289	35	true	true	ADJ
fis-3616	289	36	/preserveflatness	/preserveflatness	NOUN
fis-3616	289	37	true	true	ADJ
fis-3616	289	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-3616	289	39	false	false	ADJ
fis-3616	289	40	/preserveopicomments	/preserveopicomment	NOUN
fis-3616	289	41	true	true	ADJ
fis-3616	289	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-3616	289	43	true	true	ADJ
fis-3616	289	44	/startpage	/startpage	NOUN
fis-3616	289	45	1	1	NUM
fis-3616	289	46	/subsetfonts	/subsetfont	NOUN
fis-3616	289	47	true	true	ADJ
fis-3616	289	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-3616	289	49	/apply	/apply	PUNCT
fis-3616	289	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-3616	290	1	/preserve	/preserve	NOUN
fis-3616	290	2	/useprologue	/useprologue	NOUN
fis-3616	290	3	false	false	ADJ
fis-3616	290	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-3616	290	5	(	(	PUNCT
fis-3616	290	6	)	)	PUNCT
fis-3616	290	7	/alwaysembed	/alwaysembe	VERB
fis-3616	290	8	[	[	PUNCT
fis-3616	290	9	true	true	ADJ
fis-3616	290	10	]	]	PUNCT
fis-3616	290	11	/neverembed	/neverembed	PUNCT
fis-3616	291	1	[	[	PUNCT
fis-3616	291	2	true	true	ADJ
fis-3616	291	3	]	]	PUNCT
fis-3616	291	4	/antialiascolorimages	/antialiascolorimages	X
fis-3616	291	5	false	false	ADJ
fis-3616	291	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-3616	291	7	true	true	ADJ
fis-3616	291	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-3616	291	9	300	300	NUM
fis-3616	291	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-3616	291	11	/ok	/ok	ADJ
fis-3616	292	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-3616	293	1	true	true	ADJ
fis-3616	293	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-3616	293	3	/bicubic	/bicubic	NOUN
fis-3616	293	4	/colorimageresolution	/colorimageresolution	NOUN
fis-3616	294	1	300	300	NUM
fis-3616	294	2	/colorimagedepth	/colorimagedepth	PRON
fis-3616	294	3	-1	-1	INTJ
fis-3616	294	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-3616	294	5	1	1	NUM
fis-3616	294	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-3616	294	7	1.50000	1.50000	NUM
fis-3616	294	8	/encodecolorimages	/encodecolorimage	NOUN
fis-3616	294	9	true	true	ADJ
fis-3616	294	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-3616	294	11	/dctencode	/dctencode	PUNCT
fis-3616	295	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-3616	295	2	true	true	ADJ
fis-3616	295	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-3616	295	4	/jpeg	/jpeg	PUNCT
fis-3616	295	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-3616	296	1	<	<	X
fis-3616	296	2	<	<	X
fis-3616	296	3	/qfactor	/qfactor	NOUN
fis-3616	296	4	0.15	0.15	NUM
fis-3616	296	5	/hsamples	/hsample	NOUN
fis-3616	297	1	[	[	X
fis-3616	297	2	1	1	NUM
fis-3616	297	3	1	1	NUM
fis-3616	297	4	1	1	NUM
fis-3616	297	5	1	1	NUM
fis-3616	297	6	]	]	PUNCT
fis-3616	297	7	/vsamples	/vsample	NOUN
fis-3616	298	1	[	[	X
fis-3616	298	2	1	1	NUM
fis-3616	298	3	1	1	NUM
fis-3616	298	4	1	1	NUM
fis-3616	298	5	1	1	NUM
fis-3616	298	6	]	]	PUNCT
fis-3616	298	7	>	>	PUNCT
fis-3616	298	8	>	>	X
fis-3616	298	9	/colorimagedict	/colorimagedict	PUNCT
fis-3616	299	1	<	<	X
fis-3616	299	2	<	<	X
fis-3616	299	3	/qfactor	/qfactor	NOUN
fis-3616	299	4	0.15	0.15	NUM
fis-3616	299	5	/hsamples	/hsample	NOUN
fis-3616	300	1	[	[	X
fis-3616	300	2	1	1	NUM
fis-3616	300	3	1	1	NUM
fis-3616	300	4	1	1	NUM
fis-3616	300	5	1	1	NUM
fis-3616	300	6	]	]	PUNCT
fis-3616	300	7	/vsamples	/vsample	NOUN
fis-3616	301	1	[	[	X
fis-3616	301	2	1	1	NUM
fis-3616	301	3	1	1	NUM
fis-3616	301	4	1	1	NUM
fis-3616	301	5	1	1	NUM
fis-3616	301	6	]	]	PUNCT
fis-3616	301	7	>	>	PUNCT
fis-3616	301	8	>	>	X
fis-3616	301	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
fis-3616	302	1	<	<	X
fis-3616	302	2	<	<	X
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fis-3616	302	5	/tileheight	/tileheight	NUM
fis-3616	302	6	256	256	NUM
fis-3616	302	7	/quality	/quality	NOUN
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fis-3616	302	9	>	>	PUNCT
fis-3616	302	10	>	>	X
fis-3616	302	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-3616	302	12	<	<	X
fis-3616	302	13	<	<	X
fis-3616	302	14	/tilewidth	/tilewidth	PUNCT
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fis-3616	302	18	/quality	/quality	NOUN
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fis-3616	302	20	>	>	PUNCT
fis-3616	302	21	>	>	X
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fis-3616	302	23	false	false	ADJ
fis-3616	302	24	/cropgrayimages	/cropgrayimage	NOUN
fis-3616	302	25	true	true	ADJ
fis-3616	302	26	/grayimageminresolution	/grayimageminresolution	ADV
fis-3616	302	27	300	300	NUM
fis-3616	302	28	/grayimageminresolutionpolicy	/grayimageminresolutionpolicy	NOUN
fis-3616	302	29	/ok	/ok	ADJ
fis-3616	302	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
fis-3616	303	1	true	true	ADJ
fis-3616	303	2	/grayimagedownsampletype	/grayimagedownsampletype	INTJ
fis-3616	303	3	/bicubic	/bicubic	NOUN
fis-3616	303	4	/grayimageresolution	/grayimageresolution	NOUN
fis-3616	303	5	300	300	NUM
fis-3616	303	6	/grayimagedepth	/grayimagedepth	PUNCT
fis-3616	303	7	-1	-1	PUNCT
fis-3616	303	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-3616	304	1	2	2	NUM
fis-3616	304	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
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fis-3616	304	4	/encodegrayimages	/encodegrayimage	NOUN
fis-3616	304	5	true	true	ADJ
fis-3616	304	6	/grayimagefilter	/grayimagefilter	NOUN
fis-3616	304	7	/dctencode	/dctencode	PUNCT
fis-3616	305	1	/autofiltergrayimages	/autofiltergrayimages	VERB
fis-3616	305	2	true	true	ADJ
fis-3616	305	3	/grayimageautofilterstrategy	/grayimageautofilterstrategy	INTJ
fis-3616	305	4	/jpeg	/jpeg	PUNCT
fis-3616	305	5	/grayacsimagedict	/grayacsimagedict	PUNCT
fis-3616	306	1	<	<	X
fis-3616	306	2	<	<	X
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fis-3616	306	5	/hsamples	/hsample	NOUN
fis-3616	307	1	[	[	X
fis-3616	307	2	1	1	NUM
fis-3616	307	3	1	1	NUM
fis-3616	307	4	1	1	NUM
fis-3616	307	5	1	1	NUM
fis-3616	307	6	]	]	PUNCT
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fis-3616	308	1	[	[	X
fis-3616	308	2	1	1	NUM
fis-3616	308	3	1	1	NUM
fis-3616	308	4	1	1	NUM
fis-3616	308	5	1	1	NUM
fis-3616	308	6	]	]	PUNCT
fis-3616	308	7	>	>	PUNCT
fis-3616	308	8	>	>	X
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fis-3616	309	2	<	<	X
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fis-3616	309	5	/hsamples	/hsample	NOUN
fis-3616	310	1	[	[	X
fis-3616	310	2	1	1	NUM
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fis-3616	310	6	]	]	PUNCT
fis-3616	310	7	/vsamples	/vsample	NOUN
fis-3616	311	1	[	[	X
fis-3616	311	2	1	1	NUM
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fis-3616	311	6	]	]	PUNCT
fis-3616	311	7	>	>	X
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fis-3616	313	1	/ok	/ok	PROPN
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fis-3616	314	7	-1	-1	PUNCT
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fis-3616	315	5	/monoimagefilter	/monoimagefilter	ADP
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fis-3616	324	3	>	>	X
fis-3616	324	4	/dan	/dan	PUNCT
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fis-3616	326	2	>	>	X
fis-3616	326	3	/deu	/deu	PUNCT
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fis-3616	326	6	>	>	X
fis-3616	326	7	/esp	/esp	PUNCT
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fis-3616	326	10	>	>	X
fis-3616	326	11	/eti	/eti	X
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fis-3616	327	3	>	>	X
fis-3616	327	4	/fra	/fra	PUNCT
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fis-3616	328	3	>	>	X
fis-3616	328	4	/gre	/gre	PUNCT
fis-3616	328	5	<	<	X
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fis-3616	328	7	>	>	X
fis-3616	328	8	/heb	/heb	X
fis-3616	328	9	<	<	X
fis-3616	328	10	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	X
fis-3616	328	11	>	>	X
fis-3616	328	12	/hrv	/hrv	PROPN
fis-3616	329	1	(	(	PUNCT
fis-3616	329	2	za	za	PROPN
fis-3616	329	3	stvaranje	stvaranje	PROPN
fis-3616	329	4	adobe	adobe	PROPN
fis-3616	329	5	pdf	pdf	PROPN
fis-3616	329	6	dokumenata	dokumenata	PROPN
fis-3616	329	7	najpogodnijih	najpogodnijih	PROPN
fis-3616	329	8	za	za	PROPN
fis-3616	329	9	visokokvalitetni	visokokvalitetni	VERB
fis-3616	329	10	ispis	ispis	ADJ
fis-3616	329	11	prije	prije	NOUN
fis-3616	329	12	tiskanja	tiskanja	PROPN
fis-3616	329	13	koristite	koristite	PROPN
fis-3616	329	14	ove	ove	NOUN
fis-3616	329	15	postavke	postavke	NOUN
fis-3616	329	16	.	.	PUNCT
fis-3616	330	1	stvoreni	stvoreni	ADJ
fis-3616	330	2	pdf	pdf	NOUN
fis-3616	330	3	dokumenti	dokumenti	PROPN
fis-3616	330	4	mogu	mogu	PROPN
fis-3616	330	5	se	se	X
fis-3616	330	6	otvoriti	otvoriti	PROPN
fis-3616	330	7	acrobat	acrobat	PROPN
fis-3616	331	1	i	i	PRON
fis-3616	331	2	adobe	adobe	PROPN
fis-3616	331	3	reader	reader	PROPN
fis-3616	331	4	5.0	5.0	NUM
fis-3616	331	5	i	i	PRON
fis-3616	331	6	kasnijim	kasnijim	VERB
fis-3616	331	7	verzijama	verzijama	NOUN
fis-3616	331	8	.	.	PUNCT
fis-3616	331	9	)	)	PUNCT
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fis-3616	343	16	/sky	/sky	PUNCT
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fis-3616	345	16	/enu	/enu	PUNCT
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fis-3616	345	23	adobe	adobe	PROPN
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fis-3616	345	32	prepress	prepress	NOUN
fis-3616	345	33	printing	printing	NOUN
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fis-3616	348	10	)	)	PUNCT
fis-3616	348	11	]	]	PUNCT
fis-3616	349	1	/othernamespaces	/othernamespace	VERB
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fis-3616	349	8	true	true	ADJ
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fis-3616	350	4	/includeguidesgrids	/includeguidesgrid	NOUN
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fis-3616	350	9	false	false	ADJ
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fis-3616	351	1	[	[	PUNCT
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fis-3616	351	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-3616	352	1	false	false	ADJ
fis-3616	352	2	/omitplacedeps	/omitplacedeps	INTJ
fis-3616	352	3	false	false	ADJ
fis-3616	352	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-3616	352	5	false	false	ADJ
fis-3616	352	6	/simulateoverprint	/simulateoverprint	NOUN
fis-3616	352	7	/legacy	/legacy	PUNCT
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fis-3616	353	2	>	>	X
fis-3616	354	1	<	<	X
fis-3616	354	2	<	<	X
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fis-3616	354	4	false	false	ADJ
fis-3616	354	5	/addcolorbars	/addcolorbars	INTJ
fis-3616	354	6	false	false	ADJ
fis-3616	354	7	/addcropmarks	/addcropmarks	PUNCT
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fis-3616	354	10	false	false	ADJ
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fis-3616	356	5	false	false	ADJ
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fis-3616	356	10	/includelayers	/includelayer	NOUN
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fis-3616	356	12	/includeprofiles	/includeprofiles	INTJ
fis-3616	356	13	false	false	ADJ
fis-3616	356	14	/multimediahandling	/multimediahandling	NOUN
fis-3616	357	1	/useobjectsettings	/useobjectsettings	PRON
fis-3616	358	1	/namespace	/namespace	PUNCT
fis-3616	359	1	[	[	PUNCT
fis-3616	359	2	(	(	PUNCT
fis-3616	359	3	adobe	adobe	PROPN
fis-3616	359	4	)	)	PUNCT
fis-3616	359	5	(	(	PUNCT
fis-3616	359	6	creativesuite	creativesuite	NOUN
fis-3616	359	7	)	)	PUNCT
fis-3616	359	8	(	(	PUNCT
fis-3616	359	9	2.0	2.0	NUM
fis-3616	359	10	)	)	PUNCT
fis-3616	359	11	]	]	PUNCT
fis-3616	360	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-3616	360	2	/documentcmyk	/documentcmyk	PUNCT
fis-3616	361	1	/preserveediting	/preserveedite	VERB
fis-3616	361	2	true	true	ADJ
fis-3616	361	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-3616	361	4	/leaveuntagged	/leaveuntagge	VERB
fis-3616	361	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-3616	361	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-3616	361	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-3616	362	1	false	false	ADJ
fis-3616	362	2	>	>	PUNCT
fis-3616	362	3	>	>	X
fis-3616	362	4	]	]	PUNCT
fis-3616	362	5	>	>	PUNCT
fis-3616	362	6	>	>	X
fis-3616	362	7	setdistillerparams	setdistillerparam	NOUN
fis-3616	363	1	<	<	X
fis-3616	363	2	<	<	X
fis-3616	363	3	/hwresolution	/hwresolution	NOUN
fis-3616	364	1	[	[	X
fis-3616	364	2	2400	2400	NUM
fis-3616	364	3	2400	2400	NUM
fis-3616	364	4	]	]	PUNCT
fis-3616	364	5	/pagesize	/pagesize	X
fis-3616	365	1	[	[	X
fis-3616	365	2	612.000	612.000	NUM
fis-3616	365	3	792.000	792.000	NUM
fis-3616	365	4	]	]	PUNCT
fis-3616	365	5	>	>	PUNCT
fis-3616	365	6	>	>	X
fis-3616	365	7	setpagedevice	setpagedevice	PROPN