id	sid	tid	token	lemma	pos
fis-3115	1	1	microsoft	microsoft	PROPN
fis-3115	1	2	word	word	PROPN
fis-3115	1	3	numero_58_art_06_3115	numero_58_art_06_3115	PROPN
fis-3115	1	4	a.	a.	PROPN
fis-3115	1	5	bouaricha	bouaricha	PROPN
fis-3115	1	6	et	et	PROPN
fis-3115	1	7	alii	alii	PROPN
fis-3115	1	8	,	,	PUNCT
fis-3115	1	9	frattura	frattura	PROPN
fis-3115	1	10	ed	ed	PROPN
fis-3115	1	11	integrità	integrità	PROPN
fis-3115	1	12	strutturale	strutturale	PROPN
fis-3115	1	13	,	,	PUNCT
fis-3115	1	14	58	58	NUM
fis-3115	1	15	(	(	PUNCT
fis-3115	1	16	2021	2021	NUM
fis-3115	1	17	)	)	PUNCT
fis-3115	1	18	77	77	NUM
fis-3115	1	19	-	-	SYM
fis-3115	1	20	85	85	NUM
fis-3115	1	21	;	;	PUNCT
fis-3115	1	22	doi	doi	NOUN
fis-3115	1	23	:	:	PUNCT
fis-3115	1	24	10.3221	10.3221	NUM
fis-3115	1	25	/	/	SYM
fis-3115	1	26	igf	igf	PROPN
fis-3115	1	27	-	-	PROPN
fis-3115	1	28	esis.58.06	esis.58.06	ADV
fis-3115	1	29	77	77	NUM
fis-3115	1	30	load	load	NOUN
fis-3115	1	31	bearing	bear	VERB
fis-3115	1	32	capacity	capacity	NOUN
fis-3115	1	33	of	of	ADP
fis-3115	1	34	thin	thin	ADJ
fis-3115	1	35	-	-	PUNCT
fis-3115	1	36	walled	wall	VERB
fis-3115	1	37	rectangular	rectangular	ADJ
fis-3115	1	38	and	and	CCONJ
fis-3115	1	39	i	i	NOUN
fis-3115	1	40	-	-	PUNCT
fis-3115	1	41	shaped	shape	VERB
fis-3115	1	42	steel	steel	NOUN
fis-3115	1	43	sections	section	NOUN
fis-3115	1	44	of	of	ADP
fis-3115	1	45	short	short	ADJ
fis-3115	1	46	both	both	CCONJ
fis-3115	1	47	empty	empty	ADJ
fis-3115	1	48	and	and	CCONJ
fis-3115	1	49	concrete	concrete	ADV
fis-3115	1	50	-	-	PUNCT
fis-3115	1	51	filled	fill	VERB
fis-3115	1	52	columns	column	NOUN
fis-3115	1	53	amor	amor	PROPN
fis-3115	1	54	bouaricha	bouaricha	PROPN
fis-3115	1	55	department	department	PROPN
fis-3115	1	56	of	of	ADP
fis-3115	1	57	mechanical	mechanical	ADJ
fis-3115	1	58	engineering	engineering	NOUN
fis-3115	1	59	,	,	PUNCT
fis-3115	1	60	industrial	industrial	ADJ
fis-3115	1	61	mechanical	mechanical	ADJ
fis-3115	1	62	laboratory	laboratory	NOUN
fis-3115	1	63	.	.	PUNCT
fis-3115	2	1	university	university	NOUN
fis-3115	2	2	of	of	ADP
fis-3115	2	3	badji	badji	PROPN
fis-3115	2	4	mokhtar	mokhtar	PROPN
fis-3115	2	5	,	,	PUNCT
fis-3115	2	6	annaba	annaba	PROPN
fis-3115	2	7	,	,	PUNCT
fis-3115	2	8	algeria	algeria	PROPN
fis-3115	2	9	bouarichaa@yahoo.fr	bouarichaa@yahoo.fr	PROPN
fis-3115	2	10	naoual	naoual	PROPN
fis-3115	2	11	handel	handel	PROPN
fis-3115	2	12	*	*	PROPN
fis-3115	2	13	department	department	PROPN
fis-3115	2	14	of	of	ADP
fis-3115	2	15	civil	civil	ADJ
fis-3115	2	16	engineering	engineering	NOUN
fis-3115	2	17	,	,	PUNCT
fis-3115	2	18	infrares	infrare	NOUN
fis-3115	2	19	laboratory	laboratory	PROPN
fis-3115	2	20	,	,	PUNCT
fis-3115	2	21	university	university	NOUN
fis-3115	2	22	of	of	ADP
fis-3115	2	23	mouhamed	mouhamed	PROPN
fis-3115	2	24	cherif	cherif	PROPN
fis-3115	2	25	messadia	messadia	PROPN
fis-3115	2	26	,	,	PUNCT
fis-3115	2	27	souk	souk	NOUN
fis-3115	2	28	-	-	PUNCT
fis-3115	2	29	ahras	ahra	NOUN
fis-3115	2	30	,	,	PUNCT
fis-3115	2	31	algeria	algeria	PROPN
fis-3115	2	32	.	.	PUNCT
fis-3115	3	1	n.handel@univ-soukahras.dz	n.handel@univ-soukahras.dz	PROPN
fis-3115	3	2	,	,	PUNCT
fis-3115	3	3	https://orcid.org/0000-0002-5711-9999	https://orcid.org/0000-0002-5711-9999	PROPN
fis-3115	3	4	aziza	aziza	PROPN
fis-3115	3	5	boutouta	boutouta	PROPN
fis-3115	3	6	mechanics	mechanic	NOUN
fis-3115	3	7	research	research	NOUN
fis-3115	3	8	center	center	PROPN
fis-3115	3	9	(	(	PUNCT
fis-3115	3	10	crm	crm	PROPN
fis-3115	3	11	)	)	PUNCT
fis-3115	3	12	,	,	PUNCT
fis-3115	3	13	bp	bp	PROPN
fis-3115	3	14	n73b	n73b	PROPN
fis-3115	3	15	,	,	PUNCT
fis-3115	3	16	constantine	constantine	PROPN
fis-3115	3	17	,	,	PUNCT
fis-3115	3	18	algeria	algeria	PROPN
fis-3115	3	19	.	.	PUNCT
fis-3115	4	1	boutoutaziza@gmail.com	boutoutaziza@gmail.com	X
fis-3115	5	1	sarah	sarah	PROPN
fis-3115	5	2	djouimaa	djouimaa	PROPN
fis-3115	5	3	department	department	PROPN
fis-3115	5	4	of	of	ADP
fis-3115	5	5	civil	civil	ADJ
fis-3115	5	6	engineering	engineering	NOUN
fis-3115	5	7	,	,	PUNCT
fis-3115	5	8	infrares	infrare	NOUN
fis-3115	5	9	laboratory	laboratory	PROPN
fis-3115	5	10	,	,	PUNCT
fis-3115	5	11	university	university	NOUN
fis-3115	5	12	of	of	ADP
fis-3115	5	13	mouhamed	mouhamed	PROPN
fis-3115	5	14	cherif	cherif	PROPN
fis-3115	5	15	messadia	messadia	PROPN
fis-3115	5	16	,	,	PUNCT
fis-3115	5	17	souk	souk	NOUN
fis-3115	5	18	-	-	PUNCT
fis-3115	5	19	ahras	ahra	NOUN
fis-3115	5	20	,	,	PUNCT
fis-3115	5	21	algeria	algeria	PROPN
fis-3115	5	22	.	.	PUNCT
fis-3115	6	1	gc.djouimaa@yahoo.fr	gc.djouimaa@yahoo.fr	PROPN
fis-3115	6	2	abstract	abstract	NOUN
fis-3115	6	3	.	.	PUNCT
fis-3115	7	1	in	in	ADP
fis-3115	7	2	this	this	DET
fis-3115	7	3	experimental	experimental	ADJ
fis-3115	7	4	work	work	NOUN
fis-3115	7	5	,	,	PUNCT
fis-3115	7	6	strength	strength	NOUN
fis-3115	7	7	results	result	NOUN
fis-3115	7	8	obtained	obtain	VERB
fis-3115	7	9	on	on	ADP
fis-3115	7	10	short	short	ADJ
fis-3115	7	11	columns	column	NOUN
fis-3115	7	12	subjected	subject	VERB
fis-3115	7	13	to	to	ADP
fis-3115	7	14	concentric	concentric	ADJ
fis-3115	7	15	loads	load	NOUN
fis-3115	7	16	are	be	AUX
fis-3115	7	17	presented	present	VERB
fis-3115	7	18	.	.	PUNCT
fis-3115	8	1	the	the	DET
fis-3115	8	2	specimens	specimen	NOUN
fis-3115	8	3	used	use	VERB
fis-3115	8	4	in	in	ADP
fis-3115	8	5	the	the	DET
fis-3115	8	6	tests	test	NOUN
fis-3115	8	7	have	have	AUX
fis-3115	8	8	been	be	AUX
fis-3115	8	9	made	make	VERB
fis-3115	8	10	of	of	ADP
fis-3115	8	11	cold	cold	ADV
fis-3115	8	12	-	-	PUNCT
fis-3115	8	13	rolled	roll	VERB
fis-3115	8	14	,	,	PUNCT
fis-3115	8	15	thin	thin	ADJ
fis-3115	8	16	-	-	PUNCT
fis-3115	8	17	walled	walled	ADJ
fis-3115	8	18	steel	steel	NOUN
fis-3115	8	19	.	.	PUNCT
fis-3115	9	1	twenty	twenty	NUM
fis-3115	9	2	short	short	ADJ
fis-3115	9	3	columns	column	NOUN
fis-3115	9	4	of	of	ADP
fis-3115	9	5	the	the	DET
fis-3115	9	6	same	same	ADJ
fis-3115	9	7	cross	cross	ADJ
fis-3115	9	8	-	-	ADJ
fis-3115	9	9	section	section	ADJ
fis-3115	9	10	area	area	NOUN
fis-3115	9	11	and	and	CCONJ
fis-3115	9	12	wall	wall	PROPN
fis-3115	9	13	thickness	thickness	PROPN
fis-3115	9	14	have	have	AUX
fis-3115	9	15	been	be	AUX
fis-3115	9	16	tested	test	VERB
fis-3115	9	17	as	as	SCONJ
fis-3115	9	18	follows	follow	VERB
fis-3115	9	19	:	:	PUNCT
fis-3115	9	20	8	8	NUM
fis-3115	9	21	empty	empty	ADJ
fis-3115	9	22	and	and	CCONJ
fis-3115	9	23	12	12	NUM
fis-3115	9	24	filled	fill	VERB
fis-3115	9	25	with	with	ADP
fis-3115	9	26	ordinary	ordinary	ADJ
fis-3115	9	27	concrete	concrete	NOUN
fis-3115	9	28	.	.	PUNCT
fis-3115	10	1	in	in	ADP
fis-3115	10	2	order	order	NOUN
fis-3115	10	3	to	to	PART
fis-3115	10	4	determine	determine	VERB
fis-3115	10	5	the	the	DET
fis-3115	10	6	column	column	NOUN
fis-3115	10	7	section	section	NOUN
fis-3115	10	8	geometry	geometry	NOUN
fis-3115	10	9	with	with	ADP
fis-3115	10	10	the	the	DET
fis-3115	10	11	highest	high	ADJ
fis-3115	10	12	resistance	resistance	NOUN
fis-3115	10	13	,	,	PUNCT
fis-3115	10	14	three	three	NUM
fis-3115	10	15	different	different	ADJ
fis-3115	10	16	types	type	NOUN
fis-3115	10	17	of	of	ADP
fis-3115	10	18	cross	cross	NOUN
fis-3115	10	19	-	-	NOUN
fis-3115	10	20	sections	section	NOUN
fis-3115	10	21	have	have	AUX
fis-3115	10	22	been	be	AUX
fis-3115	10	23	compared	compare	VERB
fis-3115	10	24	:	:	PUNCT
fis-3115	10	25	rectangular	rectangular	ADJ
fis-3115	10	26	,	,	PUNCT
fis-3115	10	27	i	i	PRON
fis-3115	10	28	-	-	PUNCT
fis-3115	10	29	shaped	shape	VERB
fis-3115	10	30	unreinforced	unreinforced	ADJ
fis-3115	10	31	and	and	CCONJ
fis-3115	10	32	,	,	PUNCT
fis-3115	10	33	reinforced	reinforce	VERB
fis-3115	10	34	with	with	ADP
fis-3115	10	35	100	100	NUM
fis-3115	10	36	mm	mm	NOUN
fis-3115	10	37	spaced	space	VERB
fis-3115	10	38	transversal	transversal	ADJ
fis-3115	10	39	links	link	NOUN
fis-3115	10	40	.	.	PUNCT
fis-3115	11	1	the	the	DET
fis-3115	11	2	parameters	parameter	NOUN
fis-3115	11	3	studied	study	VERB
fis-3115	11	4	are	be	AUX
fis-3115	11	5	the	the	DET
fis-3115	11	6	specimen	speciman	NOUN
fis-3115	11	7	height	height	NOUN
fis-3115	11	8	and	and	CCONJ
fis-3115	11	9	the	the	DET
fis-3115	11	10	cross	cross	ADJ
fis-3115	11	11	-	-	ADJ
fis-3115	11	12	sectional	sectional	ADJ
fis-3115	11	13	steel	steel	NOUN
fis-3115	11	14	geometry	geometry	NOUN
fis-3115	11	15	.	.	PUNCT
fis-3115	12	1	the	the	DET
fis-3115	12	2	registered	register	VERB
fis-3115	12	3	experimental	experimental	ADJ
fis-3115	12	4	results	result	NOUN
fis-3115	12	5	have	have	AUX
fis-3115	12	6	been	be	AUX
fis-3115	12	7	compared	compare	VERB
fis-3115	12	8	to	to	ADP
fis-3115	12	9	the	the	DET
fis-3115	12	10	ultimate	ultimate	ADJ
fis-3115	12	11	loads	load	NOUN
fis-3115	12	12	intended	intend	VERB
fis-3115	12	13	by	by	ADP
fis-3115	12	14	eurocode	eurocode	NOUN
fis-3115	12	15	3	3	NUM
fis-3115	12	16	,	,	PUNCT
fis-3115	12	17	for	for	ADP
fis-3115	12	18	empty	empty	ADJ
fis-3115	12	19	columns	column	NOUN
fis-3115	12	20	,	,	PUNCT
fis-3115	12	21	and	and	CCONJ
fis-3115	12	22	by	by	ADP
fis-3115	12	23	eurocode	eurocode	NOUN
fis-3115	12	24	4	4	NUM
fis-3115	12	25	,	,	PUNCT
fis-3115	12	26	for	for	ADP
fis-3115	12	27	compound	compound	NOUN
fis-3115	12	28	columns	column	NOUN
fis-3115	12	29	.	.	PUNCT
fis-3115	13	1	these	these	DET
fis-3115	13	2	results	result	NOUN
fis-3115	13	3	showed	show	VERB
fis-3115	13	4	that	that	SCONJ
fis-3115	13	5	a	a	DET
fis-3115	13	6	concrete	concrete	ADJ
fis-3115	13	7	-	-	PUNCT
fis-3115	13	8	filled	fill	VERB
fis-3115	13	9	composite	composite	ADJ
fis-3115	13	10	column	column	NOUN
fis-3115	13	11	had	have	AUX
fis-3115	13	12	improved	improve	VERB
fis-3115	13	13	strength	strength	NOUN
fis-3115	13	14	compared	compare	VERB
fis-3115	13	15	to	to	ADP
fis-3115	13	16	the	the	DET
fis-3115	13	17	empty	empty	ADJ
fis-3115	13	18	case	case	NOUN
fis-3115	13	19	.	.	PUNCT
fis-3115	14	1	among	among	ADP
fis-3115	14	2	the	the	DET
fis-3115	14	3	three	three	NUM
fis-3115	14	4	crosssection	crosssection	NOUN
fis-3115	14	5	types	type	NOUN
fis-3115	14	6	,	,	PUNCT
fis-3115	14	7	it	it	PRON
fis-3115	14	8	has	have	AUX
fis-3115	14	9	been	be	AUX
fis-3115	14	10	found	find	VERB
fis-3115	14	11	that	that	SCONJ
fis-3115	14	12	i	i	PROPN
fis-3115	14	13	-	-	PUNCT
fis-3115	14	14	section	section	NOUN
fis-3115	14	15	reinforced	reinforce	VERB
fis-3115	14	16	is	be	AUX
fis-3115	14	17	more	more	ADV
fis-3115	14	18	resistant	resistant	ADJ
fis-3115	14	19	than	than	ADP
fis-3115	14	20	the	the	DET
fis-3115	14	21	other	other	ADJ
fis-3115	14	22	two	two	NUM
fis-3115	14	23	sections	section	NOUN
fis-3115	14	24	.	.	PUNCT
fis-3115	15	1	moreover	moreover	ADV
fis-3115	15	2	,	,	PUNCT
fis-3115	15	3	the	the	DET
fis-3115	15	4	load	load	NOUN
fis-3115	15	5	capacity	capacity	NOUN
fis-3115	15	6	and	and	CCONJ
fis-3115	15	7	mode	mode	NOUN
fis-3115	15	8	of	of	ADP
fis-3115	15	9	failure	failure	NOUN
fis-3115	15	10	have	have	AUX
fis-3115	15	11	been	be	AUX
fis-3115	15	12	influenced	influence	VERB
fis-3115	15	13	by	by	ADP
fis-3115	15	14	the	the	DET
fis-3115	15	15	height	height	NOUN
fis-3115	15	16	of	of	ADP
fis-3115	15	17	the	the	DET
fis-3115	15	18	column	column	NOUN
fis-3115	15	19	.	.	PUNCT
fis-3115	16	1	also	also	ADV
fis-3115	16	2	,	,	PUNCT
fis-3115	16	3	the	the	DET
fis-3115	16	4	ec3	ec3	PROPN
fis-3115	16	5	and	and	CCONJ
fis-3115	16	6	ec4	ec4	PROPN
fis-3115	16	7	predictions	prediction	NOUN
fis-3115	16	8	were	be	AUX
fis-3115	16	9	not	not	PART
fis-3115	16	10	conservative	conservative	ADJ
fis-3115	16	11	compared	compare	VERB
fis-3115	16	12	to	to	ADP
fis-3115	16	13	the	the	DET
fis-3115	16	14	experimental	experimental	ADJ
fis-3115	16	15	strengths	strength	NOUN
fis-3115	16	16	of	of	ADP
fis-3115	16	17	the	the	DET
fis-3115	16	18	tested	test	VERB
fis-3115	16	19	columns	column	NOUN
fis-3115	16	20	.	.	PUNCT
fis-3115	17	1	keywords	keyword	NOUN
fis-3115	17	2	.	.	PUNCT
fis-3115	18	1	load	load	NOUN
fis-3115	18	2	;	;	PUNCT
fis-3115	18	3	instability	instability	NOUN
fis-3115	18	4	;	;	PUNCT
fis-3115	18	5	steel	steel	NOUN
fis-3115	18	6	;	;	PUNCT
fis-3115	18	7	mixed	mixed	ADJ
fis-3115	18	8	column	column	NOUN
fis-3115	18	9	;	;	PUNCT
fis-3115	18	10	cross	cross	NOUN
fis-3115	18	11	-	-	NOUN
fis-3115	18	12	section	section	NOUN
fis-3115	18	13	.	.	PUNCT
fis-3115	19	1	citation	citation	NOUN
fis-3115	19	2	:	:	PUNCT
fis-3115	19	3	bouaricha	bouaricha	PROPN
fis-3115	19	4	,	,	PUNCT
fis-3115	19	5	a.	a.	PROPN
fis-3115	19	6	,	,	PUNCT
fis-3115	19	7	handel	handel	PROPN
fis-3115	19	8	,	,	PUNCT
fis-3115	19	9	n.	n.	NOUN
fis-3115	19	10	,	,	PUNCT
fis-3115	19	11	boutouta	boutouta	NOUN
fis-3115	19	12	,	,	PUNCT
fis-3115	19	13	a.	a.	NOUN
fis-3115	19	14	,	,	PUNCT
fis-3115	19	15	djouimaa	djouimaa	PROPN
fis-3115	19	16	,	,	PUNCT
fis-3115	19	17	s.	s.	PROPN
fis-3115	19	18	,	,	PUNCT
fis-3115	19	19	load	load	NOUN
fis-3115	19	20	bearing	bear	VERB
fis-3115	19	21	capacity	capacity	NOUN
fis-3115	19	22	of	of	ADP
fis-3115	19	23	thin	thin	ADJ
fis-3115	19	24	-	-	PUNCT
fis-3115	19	25	walled	wall	VERB
fis-3115	19	26	rectangular	rectangular	ADJ
fis-3115	19	27	and	and	CCONJ
fis-3115	19	28	ishaped	ishape	VERB
fis-3115	19	29	steel	steel	NOUN
fis-3115	19	30	sections	section	NOUN
fis-3115	19	31	of	of	ADP
fis-3115	19	32	short	short	ADJ
fis-3115	19	33	both	both	CCONJ
fis-3115	19	34	empty	empty	ADJ
fis-3115	19	35	and	and	CCONJ
fis-3115	19	36	concrete	concrete	ADJ
fis-3115	19	37	-	-	PUNCT
fis-3115	19	38	filled	fill	VERB
fis-3115	19	39	columns	column	NOUN
fis-3115	19	40	,	,	PUNCT
fis-3115	19	41	frattura	frattura	PROPN
fis-3115	19	42	ed	ed	PROPN
fis-3115	19	43	integrità	integrità	PROPN
fis-3115	19	44	strutturale	strutturale	PROPN
fis-3115	19	45	,	,	PUNCT
fis-3115	19	46	58	58	NUM
fis-3115	19	47	(	(	PUNCT
fis-3115	19	48	2021	2021	NUM
fis-3115	19	49	)	)	PUNCT
fis-3115	19	50	77	77	NUM
fis-3115	19	51	-	-	SYM
fis-3115	19	52	85	85	NUM
fis-3115	19	53	.	.	PUNCT
fis-3115	19	54	received	receive	VERB
fis-3115	19	55	:	:	PUNCT
fis-3115	19	56	25.05.2021	25.05.2021	NUM
fis-3115	19	57	accepted	accept	VERB
fis-3115	19	58	:	:	PUNCT
fis-3115	19	59	10.07.2021	10.07.2021	NUM
fis-3115	19	60	published	publish	VERB
fis-3115	19	61	:	:	PUNCT
fis-3115	19	62	01.10.2021	01.10.2021	NUM
fis-3115	20	1	copyright	copyright	NOUN
fis-3115	20	2	:	:	PUNCT
fis-3115	20	3	©	©	PROPN
fis-3115	20	4	2021	2021	NUM
fis-3115	20	5	this	this	PRON
fis-3115	20	6	is	be	AUX
fis-3115	20	7	an	an	DET
fis-3115	20	8	open	open	ADJ
fis-3115	20	9	access	access	NOUN
fis-3115	20	10	article	article	NOUN
fis-3115	20	11	under	under	ADP
fis-3115	20	12	the	the	DET
fis-3115	20	13	terms	term	NOUN
fis-3115	20	14	of	of	ADP
fis-3115	20	15	the	the	DET
fis-3115	20	16	cc	cc	NOUN
fis-3115	20	17	-	-	PUNCT
fis-3115	20	18	by	by	ADP
fis-3115	20	19	4.0	4.0	NUM
fis-3115	20	20	,	,	PUNCT
fis-3115	20	21	which	which	PRON
fis-3115	20	22	permits	permit	VERB
fis-3115	20	23	unrestricted	unrestricted	ADJ
fis-3115	20	24	use	use	NOUN
fis-3115	20	25	,	,	PUNCT
fis-3115	20	26	distribution	distribution	NOUN
fis-3115	20	27	,	,	PUNCT
fis-3115	20	28	and	and	CCONJ
fis-3115	20	29	reproduction	reproduction	NOUN
fis-3115	20	30	in	in	ADP
fis-3115	20	31	any	any	DET
fis-3115	20	32	medium	medium	NOUN
fis-3115	20	33	,	,	PUNCT
fis-3115	20	34	provided	provide	VERB
fis-3115	20	35	the	the	DET
fis-3115	20	36	original	original	ADJ
fis-3115	20	37	author	author	NOUN
fis-3115	20	38	and	and	CCONJ
fis-3115	20	39	source	source	NOUN
fis-3115	20	40	are	be	AUX
fis-3115	20	41	credited	credit	VERB
fis-3115	20	42	.	.	PUNCT
fis-3115	21	1	https://youtu.be/7vd14pzrmze	https://youtu.be/7vd14pzrmze	X
fis-3115	21	2	a.	a.	NOUN
fis-3115	21	3	bouaricha	bouaricha	PROPN
fis-3115	21	4	et	et	PROPN
fis-3115	21	5	alii	alii	PROPN
fis-3115	21	6	,	,	PUNCT
fis-3115	21	7	frattura	frattura	PROPN
fis-3115	21	8	ed	ed	PROPN
fis-3115	21	9	integrità	integrità	PROPN
fis-3115	21	10	strutturale	strutturale	PROPN
fis-3115	21	11	,	,	PUNCT
fis-3115	21	12	58	58	NUM
fis-3115	21	13	(	(	PUNCT
fis-3115	21	14	2021	2021	NUM
fis-3115	21	15	)	)	PUNCT
fis-3115	21	16	77	77	NUM
fis-3115	21	17	-	-	SYM
fis-3115	21	18	85	85	NUM
fis-3115	21	19	;	;	PUNCT
fis-3115	21	20	doi	doi	NOUN
fis-3115	21	21	:	:	PUNCT
fis-3115	21	22	10.3221	10.3221	NUM
fis-3115	21	23	/	/	SYM
fis-3115	21	24	igf	igf	PROPN
fis-3115	21	25	-	-	ADJ
fis-3115	21	26	esis.58.06	esis.58.06	ADV
fis-3115	21	27	78	78	NUM
fis-3115	21	28	introduction	introduction	NOUN
fis-3115	21	29	ubular	ubular	ADJ
fis-3115	21	30	steel	steel	NOUN
fis-3115	21	31	columns	column	NOUN
fis-3115	21	32	filled	fill	VERB
fis-3115	21	33	with	with	ADP
fis-3115	21	34	concrete	concrete	NOUN
fis-3115	21	35	have	have	AUX
fis-3115	21	36	been	be	AUX
fis-3115	21	37	widely	widely	ADV
fis-3115	21	38	used	use	VERB
fis-3115	21	39	in	in	ADP
fis-3115	21	40	structures	structure	NOUN
fis-3115	21	41	around	around	ADP
fis-3115	21	42	the	the	DET
fis-3115	21	43	world	world	NOUN
fis-3115	21	44	.	.	PUNCT
fis-3115	22	1	they	they	PRON
fis-3115	22	2	offer	offer	VERB
fis-3115	22	3	many	many	ADJ
fis-3115	22	4	mechanical	mechanical	ADJ
fis-3115	22	5	advantages	advantage	NOUN
fis-3115	22	6	such	such	ADJ
fis-3115	22	7	as	as	ADP
fis-3115	22	8	high	high	ADJ
fis-3115	22	9	ultimate	ultimate	ADJ
fis-3115	22	10	strength	strength	NOUN
fis-3115	22	11	,	,	PUNCT
fis-3115	22	12	rigidity	rigidity	NOUN
fis-3115	22	13	and	and	CCONJ
fis-3115	22	14	high	high	ADJ
fis-3115	22	15	ductility	ductility	NOUN
fis-3115	22	16	at	at	ADP
fis-3115	22	17	the	the	DET
fis-3115	22	18	same	same	ADJ
fis-3115	22	19	time	time	NOUN
fis-3115	22	20	.	.	PUNCT
fis-3115	23	1	several	several	ADJ
fis-3115	23	2	studies	study	NOUN
fis-3115	23	3	have	have	AUX
fis-3115	23	4	been	be	AUX
fis-3115	23	5	carried	carry	VERB
fis-3115	23	6	out	out	ADP
fis-3115	23	7	on	on	ADP
fis-3115	23	8	the	the	DET
fis-3115	23	9	hollow	hollow	ADJ
fis-3115	23	10	steel	steel	NOUN
fis-3115	23	11	columns	column	NOUN
fis-3115	23	12	filled	fill	VERB
fis-3115	23	13	with	with	ADP
fis-3115	23	14	different	different	ADJ
fis-3115	23	15	types	type	NOUN
fis-3115	23	16	of	of	ADP
fis-3115	23	17	concrete	concrete	NOUN
fis-3115	23	18	under	under	ADP
fis-3115	23	19	axial	axial	ADJ
fis-3115	23	20	loads	load	NOUN
fis-3115	23	21	.	.	PUNCT
fis-3115	24	1	the	the	DET
fis-3115	24	2	studied	study	VERB
fis-3115	24	3	columns	column	NOUN
fis-3115	24	4	are	be	AUX
fis-3115	24	5	made	make	VERB
fis-3115	24	6	of	of	ADP
fis-3115	24	7	thin	thin	ADJ
fis-3115	24	8	-	-	PUNCT
fis-3115	24	9	walled	walled	ADJ
fis-3115	24	10	cold	cold	ADV
fis-3115	24	11	-	-	PUNCT
fis-3115	24	12	rolled	roll	VERB
fis-3115	24	13	steel	steel	NOUN
fis-3115	24	14	.	.	PUNCT
fis-3115	25	1	these	these	DET
fis-3115	25	2	columns	column	NOUN
fis-3115	25	3	have	have	VERB
fis-3115	25	4	a	a	DET
fis-3115	25	5	structure	structure	NOUN
fis-3115	25	6	such	such	ADJ
fis-3115	25	7	that	that	SCONJ
fis-3115	25	8	the	the	DET
fis-3115	25	9	majority	majority	NOUN
fis-3115	25	10	of	of	ADP
fis-3115	25	11	the	the	DET
fis-3115	25	12	soliciting	soliciting	NOUN
fis-3115	25	13	load	load	NOUN
fis-3115	25	14	is	be	AUX
fis-3115	25	15	supported	support	VERB
fis-3115	25	16	by	by	ADP
fis-3115	25	17	concrete	concrete	NOUN
fis-3115	25	18	,	,	PUNCT
fis-3115	25	19	which	which	PRON
fis-3115	25	20	is	be	AUX
fis-3115	25	21	a	a	DET
fis-3115	25	22	very	very	ADV
fis-3115	25	23	economical	economical	ADJ
fis-3115	25	24	material	material	NOUN
fis-3115	25	25	that	that	PRON
fis-3115	25	26	resists	resist	VERB
fis-3115	25	27	well	well	ADV
fis-3115	25	28	to	to	PART
fis-3115	25	29	compression	compression	VERB
fis-3115	25	30	load	load	NOUN
fis-3115	25	31	.	.	PUNCT
fis-3115	26	1	thus	thus	ADV
fis-3115	26	2	,	,	PUNCT
fis-3115	26	3	the	the	DET
fis-3115	26	4	cross	cross	ADJ
fis-3115	26	5	-	-	ADJ
fis-3115	26	6	sectional	sectional	ADJ
fis-3115	26	7	components	component	NOUN
fis-3115	26	8	of	of	ADP
fis-3115	26	9	this	this	DET
fis-3115	26	10	type	type	NOUN
fis-3115	26	11	of	of	ADP
fis-3115	26	12	column	column	NOUN
fis-3115	26	13	result	result	NOUN
fis-3115	26	14	in	in	ADP
fis-3115	26	15	significant	significant	ADJ
fis-3115	26	16	economies	economy	NOUN
fis-3115	26	17	in	in	ADP
fis-3115	26	18	the	the	DET
fis-3115	26	19	design	design	NOUN
fis-3115	26	20	of	of	ADP
fis-3115	26	21	buildings	building	NOUN
fis-3115	26	22	with	with	ADP
fis-3115	26	23	different	different	ADJ
fis-3115	26	24	usages	usage	NOUN
fis-3115	26	25	.	.	PUNCT
fis-3115	27	1	several	several	ADJ
fis-3115	27	2	researchers	researcher	NOUN
fis-3115	27	3	have	have	AUX
fis-3115	27	4	conducted	conduct	VERB
fis-3115	27	5	recent	recent	ADJ
fis-3115	27	6	experimental	experimental	ADJ
fis-3115	27	7	studies	study	NOUN
fis-3115	27	8	on	on	ADP
fis-3115	27	9	the	the	DET
fis-3115	27	10	cross	cross	ADJ
fis-3115	27	11	-	-	ADJ
fis-3115	27	12	sectional	sectional	ADJ
fis-3115	27	13	shape	shape	NOUN
fis-3115	27	14	of	of	ADP
fis-3115	27	15	thin	thin	ADJ
fis-3115	27	16	-	-	PUNCT
fis-3115	27	17	walled	walled	ADJ
fis-3115	27	18	steel	steel	NOUN
fis-3115	27	19	columns	column	NOUN
fis-3115	27	20	.	.	PUNCT
fis-3115	28	1	the	the	DET
fis-3115	28	2	behavior	behavior	NOUN
fis-3115	28	3	and	and	CCONJ
fis-3115	28	4	strength	strength	NOUN
fis-3115	28	5	of	of	ADP
fis-3115	28	6	concrete	concrete	NOUN
fis-3115	28	7	-	-	PUNCT
fis-3115	28	8	filled	fill	VERB
fis-3115	28	9	aluminum	aluminum	NOUN
fis-3115	28	10	tube	tube	NOUN
fis-3115	28	11	columns	column	NOUN
fis-3115	28	12	using	use	VERB
fis-3115	28	13	square	square	ADJ
fis-3115	28	14	and	and	CCONJ
fis-3115	28	15	rectangular	rectangular	ADJ
fis-3115	28	16	hollow	hollow	ADJ
fis-3115	28	17	sections	section	NOUN
fis-3115	28	18	under	under	ADP
fis-3115	28	19	uniform	uniform	ADJ
fis-3115	28	20	axial	axial	ADJ
fis-3115	28	21	compression	compression	NOUN
fis-3115	28	22	have	have	AUX
fis-3115	28	23	been	be	AUX
fis-3115	28	24	analysed	analyse	VERB
fis-3115	28	25	by	by	ADP
fis-3115	28	26	feng	feng	PROPN
fis-3115	28	27	zhou	zhou	PROPN
fis-3115	28	28	and	and	CCONJ
fis-3115	28	29	al	al	PROPN
fis-3115	29	1	[	[	X
fis-3115	29	2	1	1	NUM
fis-3115	29	3	]	]	PUNCT
fis-3115	29	4	,	,	PUNCT
fis-3115	29	5	it	it	PRON
fis-3115	29	6	has	have	AUX
fis-3115	29	7	been	be	AUX
fis-3115	29	8	found	find	VERB
fis-3115	29	9	that	that	SCONJ
fis-3115	29	10	the	the	DET
fis-3115	29	11	shape	shape	NOUN
fis-3115	29	12	of	of	ADP
fis-3115	29	13	the	the	DET
fis-3115	29	14	crosssection	crosssection	NOUN
fis-3115	29	15	,	,	PUNCT
fis-3115	29	16	the	the	DET
fis-3115	29	17	thickness	thickness	NOUN
fis-3115	29	18	of	of	ADP
fis-3115	29	19	the	the	DET
fis-3115	29	20	tube	tube	NOUN
fis-3115	29	21	and	and	CCONJ
fis-3115	29	22	concrete	concrete	ADJ
fis-3115	29	23	strength	strength	NOUN
fis-3115	29	24	had	have	VERB
fis-3115	29	25	a	a	DET
fis-3115	29	26	considerable	considerable	ADJ
fis-3115	29	27	effect	effect	NOUN
fis-3115	29	28	on	on	ADP
fis-3115	29	29	the	the	DET
fis-3115	29	30	local	local	ADJ
fis-3115	29	31	buckling	buckling	NOUN
fis-3115	29	32	of	of	ADP
fis-3115	29	33	tubular	tubular	ADJ
fis-3115	29	34	columns	column	NOUN
fis-3115	29	35	.	.	PUNCT
fis-3115	30	1	concrete	concrete	ADJ
fis-3115	30	2	-	-	PUNCT
fis-3115	30	3	filled	fill	VERB
fis-3115	30	4	steel	steel	NOUN
fis-3115	30	5	tubular	tubular	ADJ
fis-3115	30	6	columns	column	NOUN
fis-3115	30	7	(	(	PUNCT
fis-3115	30	8	cft	cft	PROPN
fis-3115	30	9	)	)	PUNCT
fis-3115	30	10	under	under	ADP
fis-3115	30	11	axial	axial	ADJ
fis-3115	30	12	and	and	CCONJ
fis-3115	30	13	eccentric	eccentric	ADJ
fis-3115	30	14	load	load	NOUN
fis-3115	30	15	,	,	PUNCT
fis-3115	30	16	with	with	ADP
fis-3115	30	17	and	and	CCONJ
fis-3115	30	18	without	without	ADP
fis-3115	30	19	binding	bind	VERB
fis-3115	30	20	bars	bar	NOUN
fis-3115	30	21	were	be	AUX
fis-3115	30	22	studied	study	VERB
fis-3115	30	23	by	by	ADP
fis-3115	30	24	zhi	zhi	PROPN
fis-3115	30	25	-	-	PROPN
fis-3115	30	26	liang	liang	PROPN
fis-3115	30	27	zuo	zuo	PROPN
fis-3115	30	28	and	and	CCONJ
fis-3115	30	29	al	al	PROPN
fis-3115	31	1	[	[	X
fis-3115	31	2	2	2	NUM
fis-3115	31	3	,	,	PUNCT
fis-3115	31	4	3	3	NUM
fis-3115	31	5	]	]	PUNCT
fis-3115	31	6	.	.	PUNCT
fis-3115	32	1	they	they	PRON
fis-3115	32	2	noted	note	VERB
fis-3115	32	3	that	that	SCONJ
fis-3115	32	4	the	the	DET
fis-3115	32	5	local	local	ADJ
fis-3115	32	6	buckling	buckling	NOUN
fis-3115	32	7	could	could	AUX
fis-3115	32	8	be	be	AUX
fis-3115	32	9	delayed	delay	VERB
fis-3115	32	10	by	by	ADP
fis-3115	32	11	the	the	DET
fis-3115	32	12	installation	installation	NOUN
fis-3115	32	13	of	of	ADP
fis-3115	32	14	the	the	DET
fis-3115	32	15	binding	bind	VERB
fis-3115	32	16	bars	bar	NOUN
fis-3115	32	17	.	.	PUNCT
fis-3115	33	1	they	they	PRON
fis-3115	33	2	have	have	AUX
fis-3115	33	3	also	also	ADV
fis-3115	33	4	noticed	notice	VERB
fis-3115	33	5	that	that	SCONJ
fis-3115	33	6	decreasing	decrease	VERB
fis-3115	33	7	the	the	DET
fis-3115	33	8	horizontal	horizontal	ADJ
fis-3115	33	9	spacing	spacing	NOUN
fis-3115	33	10	of	of	ADP
fis-3115	33	11	the	the	DET
fis-3115	33	12	bars	bar	NOUN
fis-3115	33	13	increases	increase	VERB
fis-3115	33	14	ductility	ductility	NOUN
fis-3115	33	15	and	and	CCONJ
fis-3115	33	16	strength	strength	NOUN
fis-3115	33	17	.	.	PUNCT
fis-3115	34	1	as	as	ADP
fis-3115	34	2	per	per	ADP
fis-3115	34	3	the	the	DET
fis-3115	34	4	study	study	NOUN
fis-3115	34	5	of	of	ADP
fis-3115	34	6	duarte	duarte	PROPN
fis-3115	34	7	and	and	CCONJ
fis-3115	34	8	al	al	PROPN
fis-3115	35	1	[	[	X
fis-3115	35	2	4	4	NUM
fis-3115	35	3	]	]	PUNCT
fis-3115	35	4	,	,	PUNCT
fis-3115	35	5	on	on	ADP
fis-3115	35	6	the	the	DET
fis-3115	35	7	geometric	geometric	ADJ
fis-3115	35	8	effect	effect	NOUN
fis-3115	35	9	of	of	ADP
fis-3115	35	10	the	the	DET
fis-3115	35	11	cross	cross	NOUN
fis-3115	35	12	-	-	NOUN
fis-3115	35	13	section	section	NOUN
fis-3115	35	14	of	of	ADP
fis-3115	35	15	steel	steel	NOUN
fis-3115	35	16	tubes	tube	NOUN
fis-3115	35	17	with	with	ADP
fis-3115	35	18	different	different	ADJ
fis-3115	35	19	grades	grade	NOUN
fis-3115	35	20	and	and	CCONJ
fis-3115	35	21	filled	fill	VERB
fis-3115	35	22	with	with	ADP
fis-3115	35	23	rubber	rubber	NOUN
fis-3115	35	24	concrete	concrete	NOUN
fis-3115	35	25	(	(	PUNCT
fis-3115	35	26	a.p.c	a.p.c	ADJ
fis-3115	35	27	)	)	PUNCT
fis-3115	35	28	,	,	PUNCT
fis-3115	35	29	they	they	PRON
fis-3115	35	30	concluded	conclude	VERB
fis-3115	35	31	that	that	SCONJ
fis-3115	35	32	the	the	DET
fis-3115	35	33	ductility	ductility	NOUN
fis-3115	35	34	increasing	increase	VERB
fis-3115	35	35	under	under	ADP
fis-3115	35	36	axial	axial	ADJ
fis-3115	35	37	load	load	NOUN
fis-3115	35	38	depended	depend	VERB
fis-3115	35	39	on	on	ADP
fis-3115	35	40	the	the	DET
fis-3115	35	41	geometry	geometry	NOUN
fis-3115	35	42	of	of	ADP
fis-3115	35	43	the	the	DET
fis-3115	35	44	crosssection	crosssection	NOUN
fis-3115	35	45	,	,	PUNCT
fis-3115	35	46	being	be	AUX
fis-3115	35	47	more	more	ADV
fis-3115	35	48	effective	effective	ADJ
fis-3115	35	49	for	for	ADP
fis-3115	35	50	columns	column	NOUN
fis-3115	35	51	with	with	ADP
fis-3115	35	52	circular	circular	ADJ
fis-3115	35	53	sections	section	NOUN
fis-3115	35	54	than	than	ADP
fis-3115	35	55	those	those	PRON
fis-3115	35	56	of	of	ADP
fis-3115	35	57	columns	column	NOUN
fis-3115	35	58	with	with	ADP
fis-3115	35	59	square	square	ADJ
fis-3115	35	60	or	or	CCONJ
fis-3115	35	61	rectangular	rectangular	ADJ
fis-3115	35	62	sections	section	NOUN
fis-3115	35	63	.	.	PUNCT
fis-3115	36	1	handel	handel	NOUN
fis-3115	37	1	[	[	X
fis-3115	37	2	5	5	NUM
fis-3115	37	3	]	]	PUNCT
fis-3115	37	4	studied	study	VERB
fis-3115	37	5	the	the	DET
fis-3115	37	6	effect	effect	NOUN
fis-3115	37	7	of	of	ADP
fis-3115	37	8	age	age	NOUN
fis-3115	37	9	and	and	CCONJ
fis-3115	37	10	type	type	NOUN
fis-3115	37	11	of	of	ADP
fis-3115	37	12	filler	filler	NOUN
fis-3115	37	13	concrete	concrete	NOUN
fis-3115	37	14	on	on	ADP
fis-3115	37	15	the	the	DET
fis-3115	37	16	ultimate	ultimate	ADJ
fis-3115	37	17	strength	strength	NOUN
fis-3115	37	18	of	of	ADP
fis-3115	37	19	six	six	NUM
fis-3115	37	20	rectangular	rectangular	ADJ
fis-3115	37	21	thin	thin	ADJ
fis-3115	37	22	-	-	PUNCT
fis-3115	37	23	walled	wall	VERB
fis-3115	37	24	coldrolled	coldrolle	VERB
fis-3115	37	25	steel	steel	NOUN
fis-3115	37	26	hollow	hollow	ADJ
fis-3115	37	27	tubes	tube	NOUN
fis-3115	37	28	under	under	ADP
fis-3115	37	29	axial	axial	ADJ
fis-3115	37	30	loading	loading	NOUN
fis-3115	37	31	.	.	PUNCT
fis-3115	38	1	three	three	NUM
fis-3115	38	2	concrete	concrete	ADJ
fis-3115	38	3	mixtures	mixture	NOUN
fis-3115	38	4	have	have	AUX
fis-3115	38	5	been	be	AUX
fis-3115	38	6	used	use	VERB
fis-3115	38	7	:	:	PUNCT
fis-3115	38	8	ordinary	ordinary	ADJ
fis-3115	38	9	concrete	concrete	ADJ
fis-3115	38	10	,	,	PUNCT
fis-3115	38	11	slag	slag	NOUN
fis-3115	38	12	concrete	concrete	NOUN
fis-3115	38	13	where	where	SCONJ
fis-3115	38	14	the	the	DET
fis-3115	38	15	gravel	gravel	NOUN
fis-3115	38	16	and	and	CCONJ
fis-3115	38	17	sand	sand	NOUN
fis-3115	38	18	have	have	AUX
fis-3115	38	19	substituted	substitute	VERB
fis-3115	38	20	by	by	ADP
fis-3115	38	21	crystallised	crystallised	ADJ
fis-3115	38	22	slag	slag	NOUN
fis-3115	38	23	and	and	CCONJ
fis-3115	38	24	,	,	PUNCT
fis-3115	38	25	slag	slag	NOUN
fis-3115	38	26	sand	sand	NOUN
fis-3115	38	27	concrete	concrete	NOUN
fis-3115	38	28	where	where	SCONJ
fis-3115	38	29	dune	dune	NOUN
fis-3115	38	30	sand	sand	NOUN
fis-3115	38	31	has	have	AUX
fis-3115	38	32	been	be	AUX
fis-3115	38	33	substituted	substitute	VERB
fis-3115	38	34	by	by	ADP
fis-3115	38	35	crushed	crush	VERB
fis-3115	38	36	crystallised	crystallised	ADJ
fis-3115	38	37	slag	slag	NOUN
fis-3115	38	38	sand	sand	NOUN
fis-3115	38	39	.	.	PUNCT
fis-3115	39	1	the	the	DET
fis-3115	39	2	hollow	hollow	ADJ
fis-3115	39	3	tubes	tube	NOUN
fis-3115	39	4	filled	fill	VERB
fis-3115	39	5	with	with	ADP
fis-3115	39	6	slag	slag	NOUN
fis-3115	39	7	concrete	concrete	NOUN
fis-3115	39	8	gave	give	VERB
fis-3115	39	9	the	the	DET
fis-3115	39	10	best	good	ADJ
fis-3115	39	11	ultimate	ultimate	ADJ
fis-3115	39	12	resistance	resistance	NOUN
fis-3115	39	13	.	.	PUNCT
fis-3115	40	1	this	this	PRON
fis-3115	40	2	was	be	AUX
fis-3115	40	3	due	due	ADJ
fis-3115	40	4	to	to	ADP
fis-3115	40	5	the	the	DET
fis-3115	40	6	high	high	ADJ
fis-3115	40	7	strength	strength	NOUN
fis-3115	40	8	of	of	ADP
fis-3115	40	9	slag	slag	NOUN
fis-3115	40	10	concrete	concrete	NOUN
fis-3115	40	11	.	.	PUNCT
fis-3115	41	1	it	it	PRON
fis-3115	41	2	was	be	AUX
fis-3115	41	3	also	also	ADV
fis-3115	41	4	noted	note	VERB
fis-3115	41	5	that	that	SCONJ
fis-3115	41	6	,	,	PUNCT
fis-3115	41	7	at	at	ADP
fis-3115	41	8	the	the	DET
fis-3115	41	9	age	age	NOUN
fis-3115	41	10	of	of	ADP
fis-3115	41	11	180	180	NUM
fis-3115	41	12	days	day	NOUN
fis-3115	41	13	,	,	PUNCT
fis-3115	41	14	the	the	DET
fis-3115	41	15	axial	axial	ADJ
fis-3115	41	16	load	load	NOUN
fis-3115	41	17	capacity	capacity	NOUN
fis-3115	41	18	of	of	ADP
fis-3115	41	19	mixed	mixed	ADJ
fis-3115	41	20	tubes	tube	NOUN
fis-3115	41	21	filled	fill	VERB
fis-3115	41	22	with	with	ADP
fis-3115	41	23	the	the	DET
fis-3115	41	24	three	three	NUM
fis-3115	41	25	types	type	NOUN
fis-3115	41	26	of	of	ADP
fis-3115	41	27	concrete	concrete	NOUN
fis-3115	41	28	,	,	PUNCT
fis-3115	41	29	increased	increase	VERB
fis-3115	41	30	respectively	respectively	ADV
fis-3115	41	31	by	by	ADP
fis-3115	41	32	13.98	13.98	NUM
fis-3115	41	33	%	%	NOUN
fis-3115	41	34	,	,	PUNCT
fis-3115	41	35	3.71	3.71	NUM
fis-3115	41	36	%	%	NOUN
fis-3115	41	37	and	and	CCONJ
fis-3115	41	38	3.10	3.10	NUM
fis-3115	41	39	%	%	NOUN
fis-3115	41	40	compared	compare	VERB
fis-3115	41	41	to	to	ADP
fis-3115	41	42	those	those	PRON
fis-3115	41	43	found	find	VERB
fis-3115	41	44	at	at	ADP
fis-3115	41	45	28	28	NUM
fis-3115	41	46	days	day	NOUN
fis-3115	41	47	age	age	NOUN
fis-3115	41	48	.	.	PUNCT
fis-3115	42	1	weiwei	weiwei	PROPN
fis-3115	42	2	wang	wang	PROPN
fis-3115	42	3	and	and	CCONJ
fis-3115	42	4	al	al	PROPN
fis-3115	43	1	[	[	X
fis-3115	43	2	6	6	NUM
fis-3115	43	3	]	]	PUNCT
fis-3115	43	4	studied	study	VERB
fis-3115	43	5	eight	eight	NUM
fis-3115	43	6	t	t	ADV
fis-3115	43	7	-	-	PUNCT
fis-3115	43	8	shaped	shape	VERB
fis-3115	43	9	concrete	concrete	NOUN
fis-3115	43	10	-	-	PUNCT
fis-3115	43	11	filled	fill	VERB
fis-3115	43	12	steel	steel	NOUN
fis-3115	43	13	tubular	tubular	ADJ
fis-3115	43	14	(	(	PUNCT
fis-3115	43	15	cfst	cfst	NOUN
fis-3115	43	16	)	)	PUNCT
fis-3115	43	17	stub	stub	NOUN
fis-3115	43	18	columns	column	NOUN
fis-3115	43	19	with	with	ADP
fis-3115	43	20	stiffeners	stiffener	NOUN
fis-3115	43	21	to	to	ADP
fis-3115	43	22	high	high	ADJ
fis-3115	43	23	temperature	temperature	NOUN
fis-3115	43	24	under	under	ADP
fis-3115	43	25	the	the	DET
fis-3115	43	26	compressive	compressive	ADJ
fis-3115	43	27	load	load	NOUN
fis-3115	43	28	.	.	PUNCT
fis-3115	44	1	they	they	PRON
fis-3115	44	2	have	have	AUX
fis-3115	44	3	found	find	VERB
fis-3115	44	4	that	that	SCONJ
fis-3115	44	5	the	the	DET
fis-3115	44	6	temperature	temperature	NOUN
fis-3115	44	7	,	,	PUNCT
fis-3115	44	8	thickness	thickness	NOUN
fis-3115	44	9	of	of	ADP
fis-3115	44	10	steel	steel	NOUN
fis-3115	44	11	tube	tube	NOUN
fis-3115	44	12	,	,	PUNCT
fis-3115	44	13	yield	yield	NOUN
fis-3115	44	14	strength	strength	NOUN
fis-3115	44	15	of	of	ADP
fis-3115	44	16	steel	steel	NOUN
fis-3115	44	17	tube	tube	NOUN
fis-3115	44	18	and	and	CCONJ
fis-3115	44	19	compressive	compressive	ADJ
fis-3115	44	20	strength	strength	NOUN
fis-3115	44	21	of	of	ADP
fis-3115	44	22	concrete	concrete	NOUN
fis-3115	44	23	are	be	AUX
fis-3115	44	24	the	the	DET
fis-3115	44	25	key	key	ADJ
fis-3115	44	26	factors	factor	NOUN
fis-3115	44	27	contributing	contribute	VERB
fis-3115	44	28	to	to	ADP
fis-3115	44	29	the	the	DET
fis-3115	44	30	axial	axial	ADJ
fis-3115	44	31	compressive	compressive	ADJ
fis-3115	44	32	performance	performance	NOUN
fis-3115	44	33	of	of	ADP
fis-3115	44	34	the	the	DET
fis-3115	44	35	cfst	cfst	NOUN
fis-3115	44	36	stub	stub	NOUN
fis-3115	44	37	columns	column	NOUN
fis-3115	44	38	and	and	CCONJ
fis-3115	44	39	the	the	DET
fis-3115	44	40	failure	failure	NOUN
fis-3115	44	41	pattern	pattern	NOUN
fis-3115	44	42	.	.	PUNCT
fis-3115	45	1	nineteen	nineteen	NUM
fis-3115	45	2	lightweight	lightweight	ADJ
fis-3115	45	3	aggregate	aggregate	ADJ
fis-3115	45	4	concrete	concrete	NOUN
fis-3115	45	5	-	-	PUNCT
fis-3115	45	6	filled	fill	VERB
fis-3115	45	7	steel	steel	NOUN
fis-3115	45	8	tubular	tubular	ADJ
fis-3115	45	9	(	(	PUNCT
fis-3115	45	10	cfst	cfst	NOUN
fis-3115	45	11	)	)	PUNCT
fis-3115	45	12	columns	column	NOUN
fis-3115	45	13	with	with	ADP
fis-3115	45	14	circular	circular	ADJ
fis-3115	45	15	,	,	PUNCT
fis-3115	45	16	square	square	ADJ
fis-3115	45	17	,	,	PUNCT
fis-3115	45	18	square	square	ADJ
fis-3115	45	19	with	with	ADP
fis-3115	45	20	roundended	roundended	ADJ
fis-3115	45	21	,	,	PUNCT
fis-3115	45	22	rhombic	rhombic	ADJ
fis-3115	45	23	,	,	PUNCT
fis-3115	45	24	rectangular	rectangular	ADJ
fis-3115	45	25	,	,	PUNCT
fis-3115	45	26	rectangular	rectangular	ADJ
fis-3115	45	27	with	with	ADP
fis-3115	45	28	round	round	ADV
fis-3115	45	29	-	-	PUNCT
fis-3115	45	30	ended	end	VERB
fis-3115	45	31	,	,	PUNCT
fis-3115	45	32	elliptical	elliptical	ADJ
fis-3115	45	33	,	,	PUNCT
fis-3115	45	34	hexagonal	hexagonal	ADJ
fis-3115	45	35	asymmetric	asymmetric	NOUN
fis-3115	45	36	,	,	PUNCT
fis-3115	45	37	t	t	NOUN
fis-3115	45	38	-	-	PUNCT
fis-3115	45	39	shaped	shape	VERB
fis-3115	45	40	,	,	PUNCT
fis-3115	45	41	pentagram	pentagram	NOUN
fis-3115	45	42	,	,	PUNCT
fis-3115	45	43	hexagon	hexagon	PROPN
fis-3115	45	44	,	,	PUNCT
fis-3115	45	45	octagon	octagon	PROPN
fis-3115	45	46	,	,	PUNCT
fis-3115	45	47	1/4	1/4	NUM
fis-3115	45	48	circular	circular	ADJ
fis-3115	45	49	,	,	PUNCT
fis-3115	45	50	semi	semi	ADJ
fis-3115	45	51	-	-	ADJ
fis-3115	45	52	circular	circular	ADJ
fis-3115	45	53	,	,	PUNCT
fis-3115	45	54	d	d	ADJ
fis-3115	45	55	-	-	PUNCT
fis-3115	45	56	shaped	shaped	ADJ
fis-3115	45	57	,	,	PUNCT
fis-3115	45	58	fan	fan	NOUN
fis-3115	45	59	-	-	PUNCT
fis-3115	45	60	shaped	shape	VERB
fis-3115	45	61	,	,	PUNCT
fis-3115	45	62	l	l	NOUN
fis-3115	45	63	-	-	PUNCT
fis-3115	45	64	shaped	shape	VERB
fis-3115	45	65	and	and	CCONJ
fis-3115	45	66	t	t	NOUN
fis-3115	45	67	-	-	PUNCT
fis-3115	45	68	shape	shape	NOUN
fis-3115	45	69	cross	cross	NOUN
fis-3115	45	70	sections	section	NOUN
fis-3115	45	71	,	,	PUNCT
fis-3115	45	72	have	have	AUX
fis-3115	45	73	been	be	AUX
fis-3115	45	74	tested	test	VERB
fis-3115	45	75	under	under	ADP
fis-3115	45	76	axial	axial	ADJ
fis-3115	45	77	load	load	NOUN
fis-3115	45	78	by	by	ADP
fis-3115	45	79	ali	ali	PROPN
fis-3115	45	80	hameed	hameed	PROPN
fis-3115	45	81	naser	naser	PROPN
fis-3115	45	82	almamoori	almamoori	PROPN
fis-3115	45	83	and	and	CCONJ
fis-3115	45	84	al	al	PROPN
fis-3115	46	1	[	[	X
fis-3115	46	2	7	7	NUM
fis-3115	46	3	]	]	PUNCT
fis-3115	46	4	.	.	PUNCT
fis-3115	47	1	all	all	DET
fis-3115	47	2	the	the	DET
fis-3115	47	3	cfst	cfst	NOUN
fis-3115	47	4	columns	column	NOUN
fis-3115	47	5	failed	fail	VERB
fis-3115	47	6	due	due	ADP
fis-3115	47	7	to	to	ADP
fis-3115	47	8	the	the	DET
fis-3115	47	9	crushing	crushing	NOUN
fis-3115	47	10	of	of	ADP
fis-3115	47	11	the	the	DET
fis-3115	47	12	concrete	concrete	ADJ
fis-3115	47	13	core	core	NOUN
fis-3115	47	14	with	with	ADP
fis-3115	47	15	local	local	ADJ
fis-3115	47	16	buckling	buckling	NOUN
fis-3115	47	17	of	of	ADP
fis-3115	47	18	the	the	DET
fis-3115	47	19	steel	steel	NOUN
fis-3115	47	20	tube	tube	NOUN
fis-3115	47	21	.	.	PUNCT
fis-3115	48	1	they	they	PRON
fis-3115	48	2	noted	note	VERB
fis-3115	48	3	that	that	SCONJ
fis-3115	48	4	as	as	SCONJ
fis-3115	48	5	the	the	DET
fis-3115	48	6	number	number	NOUN
fis-3115	48	7	of	of	ADP
fis-3115	48	8	steel	steel	NOUN
fis-3115	48	9	plates	plate	NOUN
fis-3115	48	10	welded	weld	VERB
fis-3115	48	11	together	together	ADV
fis-3115	48	12	to	to	PART
fis-3115	48	13	form	form	VERB
fis-3115	48	14	the	the	DET
fis-3115	48	15	section	section	NOUN
fis-3115	48	16	increases	increase	NOUN
fis-3115	48	17	,	,	PUNCT
fis-3115	48	18	the	the	DET
fis-3115	48	19	section	section	NOUN
fis-3115	48	20	becomes	become	VERB
fis-3115	48	21	more	more	ADV
fis-3115	48	22	stable	stable	ADJ
fis-3115	48	23	and	and	CCONJ
fis-3115	48	24	leading	lead	VERB
fis-3115	48	25	to	to	ADP
fis-3115	48	26	a	a	DET
fis-3115	48	27	better	well	ADJ
fis-3115	48	28	confinement	confinement	NOUN
fis-3115	48	29	.	.	PUNCT
fis-3115	49	1	the	the	DET
fis-3115	49	2	columns	column	NOUN
fis-3115	49	3	with	with	ADP
fis-3115	49	4	conventional	conventional	ADJ
fis-3115	49	5	cross	cross	ADJ
fis-3115	49	6	-	-	ADJ
fis-3115	49	7	sectional	sectional	ADJ
fis-3115	49	8	shapes	shape	NOUN
fis-3115	49	9	such	such	ADJ
fis-3115	49	10	as	as	ADP
fis-3115	49	11	circle	circle	NOUN
fis-3115	49	12	and	and	CCONJ
fis-3115	49	13	square	square	NOUN
fis-3115	49	14	seem	seem	VERB
fis-3115	49	15	to	to	PART
fis-3115	49	16	have	have	VERB
fis-3115	49	17	a	a	DET
fis-3115	49	18	relatively	relatively	ADV
fis-3115	49	19	higher	high	ADJ
fis-3115	49	20	ductility	ductility	NOUN
fis-3115	49	21	index	index	NOUN
fis-3115	49	22	.	.	PUNCT
fis-3115	50	1	but	but	CCONJ
fis-3115	50	2	,	,	PUNCT
fis-3115	50	3	as	as	SCONJ
fis-3115	50	4	the	the	DET
fis-3115	50	5	shape	shape	NOUN
fis-3115	50	6	becomes	become	VERB
fis-3115	50	7	more	more	ADV
fis-3115	50	8	irregular	irregular	ADJ
fis-3115	50	9	,	,	PUNCT
fis-3115	50	10	the	the	DET
fis-3115	50	11	ductility	ductility	NOUN
fis-3115	50	12	index	index	NOUN
fis-3115	50	13	decreases	decrease	VERB
fis-3115	50	14	.	.	PUNCT
fis-3115	51	1	a	a	DET
fis-3115	51	2	fully	fully	ADV
fis-3115	51	3	or	or	CCONJ
fis-3115	51	4	partially	partially	ADV
fis-3115	51	5	encased	encased	ADJ
fis-3115	51	6	composite	composite	ADJ
fis-3115	51	7	column	column	NOUN
fis-3115	51	8	is	be	AUX
fis-3115	51	9	a	a	DET
fis-3115	51	10	composite	composite	ADJ
fis-3115	51	11	type	type	NOUN
fis-3115	51	12	column	column	NOUN
fis-3115	51	13	that	that	PRON
fis-3115	51	14	consists	consist	VERB
fis-3115	51	15	of	of	ADP
fis-3115	51	16	an	an	DET
fis-3115	51	17	h	h	NOUN
fis-3115	51	18	-	-	PUNCT
fis-3115	51	19	shaped	shape	VERB
fis-3115	51	20	or	or	CCONJ
fis-3115	51	21	i	i	PRON
fis-3115	51	22	-	-	PUNCT
fis-3115	51	23	shaped	shape	VERB
fis-3115	51	24	steel	steel	NOUN
fis-3115	51	25	section	section	NOUN
fis-3115	51	26	with	with	ADP
fis-3115	51	27	concrete	concrete	ADJ
fis-3115	51	28	poured	pour	VERB
fis-3115	51	29	between	between	ADP
fis-3115	51	30	the	the	DET
fis-3115	51	31	opposing	opposing	ADJ
fis-3115	51	32	flanges	flange	NOUN
fis-3115	51	33	.	.	PUNCT
fis-3115	52	1	the	the	DET
fis-3115	52	2	advantage	advantage	NOUN
fis-3115	52	3	of	of	ADP
fis-3115	52	4	this	this	DET
fis-3115	52	5	type	type	NOUN
fis-3115	52	6	of	of	ADP
fis-3115	52	7	column	column	NOUN
fis-3115	52	8	is	be	AUX
fis-3115	52	9	that	that	SCONJ
fis-3115	52	10	it	it	PRON
fis-3115	52	11	offers	offer	VERB
fis-3115	52	12	a	a	DET
fis-3115	52	13	simplified	simplified	ADJ
fis-3115	52	14	connection	connection	NOUN
fis-3115	52	15	between	between	ADP
fis-3115	52	16	beams	beam	NOUN
fis-3115	52	17	and	and	CCONJ
fis-3115	52	18	columns	column	NOUN
fis-3115	52	19	,	,	PUNCT
fis-3115	52	20	with	with	ADP
fis-3115	52	21	reduced	reduced	ADJ
fis-3115	52	22	formwork	formwork	NOUN
fis-3115	52	23	on	on	ADP
fis-3115	52	24	two	two	NUM
fis-3115	52	25	sides	side	NOUN
fis-3115	52	26	of	of	ADP
fis-3115	52	27	the	the	DET
fis-3115	52	28	column	column	NOUN
fis-3115	52	29	.	.	PUNCT
fis-3115	53	1	few	few	ADJ
fis-3115	53	2	researches	research	NOUN
fis-3115	53	3	has	have	AUX
fis-3115	53	4	been	be	AUX
fis-3115	53	5	conducted	conduct	VERB
fis-3115	53	6	on	on	ADP
fis-3115	53	7	profiles	profile	NOUN
fis-3115	53	8	partially	partially	ADV
fis-3115	53	9	filled	fill	VERB
fis-3115	53	10	with	with	ADP
fis-3115	53	11	concrete	concrete	NOUN
fis-3115	53	12	.	.	PUNCT
fis-3115	54	1	hunaiti	hunaiti	INTJ
fis-3115	54	2	and	and	CCONJ
fis-3115	54	3	fattah	fattah	PROPN
fis-3115	55	1	[	[	X
fis-3115	55	2	8	8	NUM
fis-3115	55	3	]	]	PUNCT
fis-3115	55	4	,	,	PUNCT
fis-3115	55	5	jamkhaneh	jamkhaneh	PROPN
fis-3115	55	6	and	and	CCONJ
fis-3115	55	7	al	al	PROPN
fis-3115	55	8	.	.	PUNCT
fis-3115	56	1	[	[	X
fis-3115	56	2	9	9	NUM
fis-3115	56	3	]	]	PUNCT
fis-3115	56	4	,	,	PUNCT
fis-3115	56	5	chicoine.t	chicoine.t	PROPN
fis-3115	56	6	and	and	CCONJ
fis-3115	56	7	al	al	PROPN
fis-3115	56	8	.	.	PUNCT
fis-3115	57	1	[	[	X
fis-3115	57	2	10	10	NUM
fis-3115	57	3	]	]	PUNCT
fis-3115	57	4	,	,	PUNCT
fis-3115	57	5	begum	begum	PROPN
fis-3115	57	6	and	and	CCONJ
fis-3115	57	7	al	al	PROPN
fis-3115	57	8	.	.	PUNCT
fis-3115	58	1	[	[	X
fis-3115	58	2	11	11	NUM
fis-3115	58	3	]	]	PUNCT
fis-3115	58	4	studied	study	VERB
fis-3115	58	5	the	the	DET
fis-3115	58	6	behavior	behavior	NOUN
fis-3115	58	7	and	and	CCONJ
fis-3115	58	8	load	load	NOUN
fis-3115	58	9	-	-	PUNCT
fis-3115	58	10	bearing	bear	VERB
fis-3115	58	11	capacity	capacity	NOUN
fis-3115	58	12	of	of	ADP
fis-3115	58	13	a	a	DET
fis-3115	58	14	new	new	ADJ
fis-3115	58	15	type	type	NOUN
fis-3115	58	16	of	of	ADP
fis-3115	58	17	composite	composite	ADJ
fis-3115	58	18	column	column	NOUN
fis-3115	58	19	partially	partially	ADV
fis-3115	58	20	filled	fill	VERB
fis-3115	58	21	with	with	ADP
fis-3115	58	22	ordinary	ordinary	ADJ
fis-3115	58	23	concrete	concrete	ADJ
fis-3115	58	24	and	and	CCONJ
fis-3115	58	25	thin	thin	ADJ
fis-3115	58	26	-	-	PUNCT
fis-3115	58	27	walled	wall	VERB
fis-3115	58	28	welded	weld	VERB
fis-3115	58	29	i	i	PROPN
fis-3115	58	30	-	-	PUNCT
fis-3115	58	31	section	section	NOUN
fis-3115	58	32	reinforced	reinforce	VERB
fis-3115	58	33	with	with	ADP
fis-3115	58	34	transverse	transverse	NOUN
fis-3115	58	35	links	link	NOUN
fis-3115	58	36	.	.	PUNCT
fis-3115	59	1	the	the	DET
fis-3115	59	2	specimen	speciman	NOUN
fis-3115	59	3	's	's	PART
fis-3115	59	4	mode	mode	NOUN
fis-3115	59	5	failure	failure	NOUN
fis-3115	59	6	was	be	AUX
fis-3115	59	7	local	local	ADJ
fis-3115	59	8	buckling	buckling	NOUN
fis-3115	59	9	with	with	ADP
fis-3115	59	10	deformation	deformation	NOUN
fis-3115	59	11	of	of	ADP
fis-3115	59	12	the	the	DET
fis-3115	59	13	steel	steel	NOUN
fis-3115	59	14	at	at	ADP
fis-3115	59	15	the	the	DET
fis-3115	59	16	flanges	flange	NOUN
fis-3115	59	17	and	and	CCONJ
fis-3115	59	18	crushing	crush	VERB
fis-3115	59	19	of	of	ADP
fis-3115	59	20	the	the	DET
fis-3115	59	21	concrete	concrete	NOUN
fis-3115	59	22	.	.	PUNCT
fis-3115	60	1	the	the	DET
fis-3115	60	2	studies	study	NOUN
fis-3115	60	3	showed	show	VERB
fis-3115	60	4	the	the	DET
fis-3115	60	5	additional	additional	ADJ
fis-3115	60	6	reinforcement	reinforcement	NOUN
fis-3115	60	7	could	could	AUX
fis-3115	60	8	improve	improve	VERB
fis-3115	60	9	the	the	DET
fis-3115	60	10	column	column	NOUN
fis-3115	60	11	's	's	PART
fis-3115	60	12	ultimate	ultimate	ADJ
fis-3115	60	13	load	load	NOUN
fis-3115	60	14	.	.	PUNCT
fis-3115	61	1	handel	handel	NOUN
fis-3115	61	2	and	and	CCONJ
fis-3115	61	3	al	al	PROPN
fis-3115	62	1	[	[	X
fis-3115	62	2	12	12	NUM
fis-3115	62	3	]	]	PUNCT
fis-3115	62	4	have	have	AUX
fis-3115	62	5	noted	note	VERB
fis-3115	62	6	that	that	SCONJ
fis-3115	62	7	the	the	DET
fis-3115	62	8	increase	increase	NOUN
fis-3115	62	9	in	in	ADP
fis-3115	62	10	ultimate	ultimate	ADJ
fis-3115	62	11	load	load	NOUN
fis-3115	62	12	capacity	capacity	NOUN
fis-3115	62	13	of	of	ADP
fis-3115	62	14	thin	thin	ADV
fis-3115	62	15	-	-	PUNCT
fis-3115	62	16	walled	wall	VERB
fis-3115	62	17	partially	partially	ADV
fis-3115	62	18	encased	encased	ADJ
fis-3115	62	19	sections	section	NOUN
fis-3115	62	20	filled	fill	VERB
fis-3115	62	21	with	with	ADP
fis-3115	62	22	slag	slag	NOUN
fis-3115	62	23	concrete	concrete	ADJ
fis-3115	62	24	under	under	ADP
fis-3115	62	25	axial	axial	ADJ
fis-3115	62	26	loading	loading	NOUN
fis-3115	62	27	attributed	attribute	VERB
fis-3115	62	28	to	to	ADP
fis-3115	62	29	the	the	DET
fis-3115	62	30	higher	high	ADJ
fis-3115	62	31	strength	strength	NOUN
fis-3115	62	32	of	of	ADP
fis-3115	62	33	the	the	DET
fis-3115	62	34	concrete	concrete	NOUN
fis-3115	62	35	.	.	PUNCT
fis-3115	63	1	also	also	ADV
fis-3115	63	2	,	,	PUNCT
fis-3115	63	3	it	it	PRON
fis-3115	63	4	is	be	AUX
fis-3115	63	5	confirmed	confirm	VERB
fis-3115	63	6	that	that	SCONJ
fis-3115	63	7	the	the	DET
fis-3115	63	8	length	length	NOUN
fis-3115	63	9	and	and	CCONJ
fis-3115	63	10	thickness	thickness	NOUN
fis-3115	63	11	of	of	ADP
fis-3115	63	12	the	the	DET
fis-3115	63	13	steel	steel	NOUN
fis-3115	63	14	profile	profile	NOUN
fis-3115	63	15	have	have	VERB
fis-3115	63	16	a	a	DET
fis-3115	63	17	significant	significant	ADJ
fis-3115	63	18	effect	effect	NOUN
fis-3115	63	19	on	on	ADP
fis-3115	63	20	the	the	DET
fis-3115	63	21	ultimate	ultimate	ADJ
fis-3115	63	22	strength	strength	NOUN
fis-3115	63	23	and	and	CCONJ
fis-3115	63	24	failure	failure	NOUN
fis-3115	63	25	mode	mode	NOUN
fis-3115	63	26	.	.	PUNCT
fis-3115	64	1	experimental	experimental	ADJ
fis-3115	64	2	and	and	CCONJ
fis-3115	64	3	numerical	numerical	ADJ
fis-3115	64	4	results	result	NOUN
fis-3115	64	5	of	of	ADP
fis-3115	64	6	a	a	DET
fis-3115	64	7	study	study	NOUN
fis-3115	64	8	of	of	ADP
fis-3115	64	9	partially	partially	ADV
fis-3115	64	10	encased	encase	VERB
fis-3115	64	11	composite	composite	ADJ
fis-3115	64	12	columns	column	NOUN
fis-3115	64	13	under	under	ADP
fis-3115	64	14	concentric	concentric	ADJ
fis-3115	64	15	loads	load	NOUN
fis-3115	64	16	conducted	conduct	VERB
fis-3115	64	17	by	by	ADP
fis-3115	64	18	margot	margot	PROPN
fis-3115	64	19	f.	f.	PROPN
fis-3115	64	20	pereira	pereira	PROPN
fis-3115	64	21	and	and	CCONJ
fis-3115	64	22	al	al	PROPN
fis-3115	64	23	.	.	PUNCT
fis-3115	65	1	[	[	X
fis-3115	65	2	13	13	NUM
fis-3115	65	3	]	]	PUNCT
fis-3115	65	4	indicated	indicate	VERB
fis-3115	65	5	that	that	SCONJ
fis-3115	65	6	the	the	DET
fis-3115	65	7	welded	weld	VERB
fis-3115	65	8	wire	wire	NOUN
fis-3115	65	9	mesh	mesh	NOUN
fis-3115	65	10	could	could	AUX
fis-3115	65	11	replace	replace	VERB
fis-3115	65	12	the	the	DET
fis-3115	65	13	transversal	transversal	ADJ
fis-3115	65	14	links	link	NOUN
fis-3115	65	15	between	between	ADP
fis-3115	65	16	the	the	DET
fis-3115	65	17	flanges	flange	NOUN
fis-3115	65	18	.	.	PUNCT
fis-3115	66	1	t	t	PROPN
fis-3115	66	2	a.	a.	NOUN
fis-3115	66	3	bouaricha	bouaricha	PROPN
fis-3115	66	4	et	et	PROPN
fis-3115	66	5	alii	alii	PROPN
fis-3115	66	6	,	,	PUNCT
fis-3115	66	7	frattura	frattura	PROPN
fis-3115	66	8	ed	ed	PROPN
fis-3115	66	9	integrità	integrità	PROPN
fis-3115	66	10	strutturale	strutturale	PROPN
fis-3115	66	11	,	,	PUNCT
fis-3115	66	12	58	58	NUM
fis-3115	66	13	(	(	PUNCT
fis-3115	66	14	2021	2021	NUM
fis-3115	66	15	)	)	PUNCT
fis-3115	66	16	77	77	NUM
fis-3115	66	17	-	-	SYM
fis-3115	66	18	85	85	NUM
fis-3115	66	19	;	;	PUNCT
fis-3115	66	20	doi	doi	NOUN
fis-3115	66	21	:	:	PUNCT
fis-3115	66	22	10.3221	10.3221	NUM
fis-3115	66	23	/	/	SYM
fis-3115	66	24	igf	igf	PROPN
fis-3115	66	25	-	-	PROPN
fis-3115	66	26	esis.58.06	esis.58.06	PROPN
fis-3115	66	27	79	79	NUM
fis-3115	66	28	according	accord	VERB
fis-3115	66	29	to	to	ADP
fis-3115	66	30	the	the	DET
fis-3115	66	31	literature	literature	NOUN
fis-3115	66	32	,	,	PUNCT
fis-3115	66	33	there	there	PRON
fis-3115	66	34	was	be	VERB
fis-3115	66	35	a	a	DET
fis-3115	66	36	lack	lack	NOUN
fis-3115	66	37	of	of	ADP
fis-3115	66	38	experimental	experimental	ADJ
fis-3115	66	39	tests	test	NOUN
fis-3115	66	40	comparing	compare	VERB
fis-3115	66	41	concrete	concrete	NOUN
fis-3115	66	42	-	-	PUNCT
fis-3115	66	43	filled	fill	VERB
fis-3115	66	44	tubular	tubular	ADJ
fis-3115	66	45	section	section	NOUN
fis-3115	66	46	columns	column	NOUN
fis-3115	66	47	and	and	CCONJ
fis-3115	66	48	partially	partially	ADV
fis-3115	66	49	or	or	CCONJ
fis-3115	66	50	fully	fully	ADV
fis-3115	66	51	encased	encased	ADJ
fis-3115	66	52	profiles	profile	NOUN
fis-3115	66	53	to	to	PART
fis-3115	66	54	understand	understand	VERB
fis-3115	66	55	which	which	DET
fis-3115	66	56	cross	cross	NOUN
fis-3115	66	57	-	-	NOUN
fis-3115	66	58	section	section	NOUN
fis-3115	66	59	provided	provide	VERB
fis-3115	66	60	the	the	DET
fis-3115	66	61	best	good	ADJ
fis-3115	66	62	strength	strength	NOUN
fis-3115	66	63	and	and	CCONJ
fis-3115	66	64	stability	stability	NOUN
fis-3115	66	65	performance	performance	NOUN
fis-3115	66	66	.	.	PUNCT
fis-3115	67	1	therefore	therefore	ADV
fis-3115	67	2	,	,	PUNCT
fis-3115	67	3	an	an	DET
fis-3115	67	4	experimental	experimental	ADJ
fis-3115	67	5	study	study	NOUN
fis-3115	67	6	is	be	AUX
fis-3115	67	7	performed	perform	VERB
fis-3115	67	8	on	on	ADP
fis-3115	67	9	short	short	ADJ
fis-3115	67	10	thin	thin	ADJ
fis-3115	67	11	-	-	PUNCT
fis-3115	67	12	walled	walled	ADJ
fis-3115	67	13	steel	steel	NOUN
fis-3115	67	14	columns	column	NOUN
fis-3115	67	15	of	of	ADP
fis-3115	67	16	rectangular	rectangular	ADJ
fis-3115	67	17	cross	cross	NOUN
fis-3115	67	18	-	-	NOUN
fis-3115	67	19	section	section	NOUN
fis-3115	67	20	,	,	PUNCT
fis-3115	67	21	i	i	PRON
fis-3115	67	22	-	-	PUNCT
fis-3115	67	23	shaped	shape	VERB
fis-3115	67	24	without	without	ADP
fis-3115	67	25	reinforcement	reinforcement	NOUN
fis-3115	67	26	and	and	CCONJ
fis-3115	67	27	i	i	NOUN
fis-3115	67	28	-	-	PUNCT
fis-3115	67	29	shaped	shape	VERB
fis-3115	67	30	reinforced	reinforce	VERB
fis-3115	67	31	by	by	ADP
fis-3115	67	32	transverse	transverse	NOUN
fis-3115	67	33	links	link	NOUN
fis-3115	67	34	,	,	PUNCT
fis-3115	67	35	under	under	ADP
fis-3115	67	36	axial	axial	ADJ
fis-3115	67	37	load	load	NOUN
fis-3115	67	38	,	,	PUNCT
fis-3115	67	39	to	to	PART
fis-3115	67	40	analyze	analyze	VERB
fis-3115	67	41	the	the	DET
fis-3115	67	42	ultimate	ultimate	ADJ
fis-3115	67	43	strength	strength	NOUN
fis-3115	67	44	and	and	CCONJ
fis-3115	67	45	failure	failure	NOUN
fis-3115	67	46	mode	mode	NOUN
fis-3115	67	47	of	of	ADP
fis-3115	67	48	these	these	DET
fis-3115	67	49	column	column	NOUN
fis-3115	67	50	types	type	NOUN
fis-3115	67	51	.	.	PUNCT
fis-3115	68	1	the	the	DET
fis-3115	68	2	parameters	parameter	NOUN
fis-3115	68	3	studied	study	VERB
fis-3115	68	4	are	be	AUX
fis-3115	68	5	the	the	DET
fis-3115	68	6	height	height	NOUN
fis-3115	68	7	and	and	CCONJ
fis-3115	68	8	the	the	DET
fis-3115	68	9	shape	shape	NOUN
fis-3115	68	10	of	of	ADP
fis-3115	68	11	the	the	DET
fis-3115	68	12	cross	cross	NOUN
fis-3115	68	13	-	-	NOUN
fis-3115	68	14	section	section	NOUN
fis-3115	68	15	of	of	ADP
fis-3115	68	16	the	the	DET
fis-3115	68	17	specimens	specimen	NOUN
fis-3115	68	18	.	.	PUNCT
fis-3115	69	1	the	the	DET
fis-3115	69	2	recorded	record	VERB
fis-3115	69	3	experimental	experimental	ADJ
fis-3115	69	4	results	result	NOUN
fis-3115	69	5	are	be	AUX
fis-3115	69	6	compared	compare	VERB
fis-3115	69	7	with	with	ADP
fis-3115	69	8	those	those	PRON
fis-3115	69	9	given	give	VERB
fis-3115	69	10	by	by	ADP
fis-3115	69	11	the	the	DET
fis-3115	69	12	prediction	prediction	NOUN
fis-3115	69	13	of	of	ADP
fis-3115	69	14	ec3	ec3	NOUN
fis-3115	69	15	regulation	regulation	NOUN
fis-3115	69	16	[	[	X
fis-3115	69	17	14	14	NUM
fis-3115	69	18	]	]	PUNCT
fis-3115	69	19	for	for	ADP
fis-3115	69	20	empty	empty	ADJ
fis-3115	69	21	steel	steel	NOUN
fis-3115	69	22	columns	column	NOUN
fis-3115	69	23	and	and	CCONJ
fis-3115	69	24	ec	ec	PROPN
fis-3115	69	25	4	4	NUM
fis-3115	70	1	[	[	X
fis-3115	70	2	15	15	NUM
fis-3115	70	3	]	]	PUNCT
fis-3115	70	4	for	for	ADP
fis-3115	70	5	mixed	mixed	ADJ
fis-3115	70	6	columns	column	NOUN
fis-3115	70	7	.	.	PUNCT
fis-3115	71	1	experimental	experimental	ADJ
fis-3115	71	2	program	program	NOUN
fis-3115	71	3	geometric	geometric	ADJ
fis-3115	71	4	properties	property	NOUN
fis-3115	71	5	of	of	ADP
fis-3115	71	6	specimens	specimen	NOUN
fis-3115	71	7	and	and	CCONJ
fis-3115	71	8	their	their	PRON
fis-3115	71	9	fabrication	fabrication	NOUN
fis-3115	71	10	n	n	CCONJ
fis-3115	71	11	this	this	DET
fis-3115	71	12	work	work	NOUN
fis-3115	71	13	,	,	PUNCT
fis-3115	71	14	a	a	DET
fis-3115	71	15	twenty	twenty	NUM
fis-3115	71	16	short	short	ADJ
fis-3115	71	17	cold	cold	ADJ
fis-3115	71	18	rolled	roll	VERB
fis-3115	71	19	galvanized	galvanize	VERB
fis-3115	71	20	steel	steel	NOUN
fis-3115	71	21	columns	column	NOUN
fis-3115	71	22	with	with	ADP
fis-3115	71	23	a	a	DET
fis-3115	71	24	thickness	thickness	NOUN
fis-3115	71	25	of	of	ADP
fis-3115	71	26	2	2	NUM
fis-3115	71	27	mm	mm	NOUN
fis-3115	71	28	and	and	CCONJ
fis-3115	71	29	a	a	DET
fis-3115	71	30	cross	cross	ADJ
fis-3115	71	31	-	-	ADJ
fis-3115	71	32	sectional	sectional	ADJ
fis-3115	71	33	area	area	NOUN
fis-3115	71	34	(	(	PUNCT
fis-3115	71	35	100x70	100x70	X
fis-3115	71	36	)	)	PUNCT
fis-3115	71	37	mm²	mm²	NOUN
fis-3115	71	38	are	be	AUX
fis-3115	71	39	tested	test	VERB
fis-3115	71	40	as	as	SCONJ
fis-3115	71	41	follows	follow	VERB
fis-3115	71	42	:	:	PUNCT
fis-3115	71	43	8	8	NUM
fis-3115	71	44	empty	empty	ADJ
fis-3115	71	45	and	and	CCONJ
fis-3115	71	46	12	12	NUM
fis-3115	71	47	filled	fill	VERB
fis-3115	71	48	with	with	ADP
fis-3115	71	49	ordinary	ordinary	ADJ
fis-3115	71	50	concrete	concrete	NOUN
fis-3115	71	51	,	,	PUNCT
fis-3115	71	52	under	under	ADP
fis-3115	71	53	uniaxial	uniaxial	ADJ
fis-3115	71	54	loading	loading	NOUN
fis-3115	71	55	,	,	PUNCT
fis-3115	71	56	to	to	PART
fis-3115	71	57	investigate	investigate	VERB
fis-3115	71	58	the	the	DET
fis-3115	71	59	effect	effect	NOUN
fis-3115	71	60	of	of	ADP
fis-3115	71	61	column	column	NOUN
fis-3115	71	62	height	height	NOUN
fis-3115	71	63	and	and	CCONJ
fis-3115	71	64	cross	cross	ADJ
fis-3115	71	65	-	-	ADJ
fis-3115	71	66	section	section	ADJ
fis-3115	71	67	geometry	geometry	NOUN
fis-3115	71	68	on	on	ADP
fis-3115	71	69	their	their	PRON
fis-3115	71	70	load	load	NOUN
fis-3115	71	71	-	-	PUNCT
fis-3115	71	72	bearing	bear	VERB
fis-3115	71	73	capacity	capacity	NOUN
fis-3115	71	74	and	and	CCONJ
fis-3115	71	75	failure	failure	NOUN
fis-3115	71	76	modes	mode	NOUN
fis-3115	71	77	.	.	PUNCT
fis-3115	72	1	the	the	DET
fis-3115	72	2	studied	study	VERB
fis-3115	72	3	sections	section	NOUN
fis-3115	72	4	consist	consist	VERB
fis-3115	72	5	of	of	ADP
fis-3115	72	6	two	two	NUM
fis-3115	72	7	u	u	NOUN
fis-3115	72	8	-	-	ADJ
fis-3115	72	9	shaped	shape	VERB
fis-3115	72	10	cold	cold	ADJ
fis-3115	72	11	-	-	PUNCT
fis-3115	72	12	rolled	roll	VERB
fis-3115	72	13	steel	steel	NOUN
fis-3115	72	14	obtained	obtain	VERB
fis-3115	72	15	by	by	ADP
fis-3115	72	16	cold	cold	ADJ
fis-3115	72	17	bending	bending	NOUN
fis-3115	72	18	and	and	CCONJ
fis-3115	72	19	joined	join	VERB
fis-3115	72	20	throughout	throughout	ADP
fis-3115	72	21	the	the	DET
fis-3115	72	22	height	height	NOUN
fis-3115	72	23	by	by	ADP
fis-3115	72	24	a	a	DET
fis-3115	72	25	continuous	continuous	ADJ
fis-3115	72	26	weld	weld	NOUN
fis-3115	72	27	to	to	PART
fis-3115	72	28	form	form	VERB
fis-3115	72	29	a	a	DET
fis-3115	72	30	hollow	hollow	ADJ
fis-3115	72	31	steel	steel	NOUN
fis-3115	72	32	tube	tube	NOUN
fis-3115	72	33	and	and	CCONJ
fis-3115	72	34	welded	weld	VERB
fis-3115	72	35	back	back	ADV
fis-3115	72	36	to	to	ADP
fis-3115	72	37	back	back	NOUN
fis-3115	72	38	to	to	ADP
fis-3115	72	39	forms	form	NOUN
fis-3115	72	40	an	an	DET
fis-3115	72	41	i	i	ADV
fis-3115	72	42	-	-	PUNCT
fis-3115	72	43	shaped	shape	VERB
fis-3115	72	44	steel	steel	NOUN
fis-3115	72	45	section	section	NOUN
fis-3115	72	46	.	.	PUNCT
fis-3115	73	1	three	three	NUM
fis-3115	73	2	types	type	NOUN
fis-3115	73	3	of	of	ADP
fis-3115	73	4	cross	cross	NOUN
fis-3115	73	5	-	-	NOUN
fis-3115	73	6	sections	section	NOUN
fis-3115	73	7	are	be	AUX
fis-3115	73	8	compared	compare	VERB
fis-3115	73	9	:	:	PUNCT
fis-3115	73	10	rectangular	rectangular	ADJ
fis-3115	73	11	,	,	PUNCT
fis-3115	73	12	unenforced	unenforced	ADJ
fis-3115	73	13	i	i	NOUN
fis-3115	73	14	-	-	PUNCT
fis-3115	73	15	shape	shape	NOUN
fis-3115	73	16	and	and	CCONJ
fis-3115	73	17	,	,	PUNCT
fis-3115	73	18	istiffened	istiffene	VERB
fis-3115	73	19	by	by	ADP
fis-3115	73	20	transverse	transverse	ADJ
fis-3115	73	21	links	link	NOUN
fis-3115	73	22	spaced	space	VERB
fis-3115	73	23	by	by	ADP
fis-3115	73	24	100	100	NUM
fis-3115	73	25	mm	mm	NOUN
fis-3115	73	26	.	.	PUNCT
fis-3115	74	1	the	the	DET
fis-3115	74	2	heights	height	NOUN
fis-3115	74	3	of	of	ADP
fis-3115	74	4	the	the	DET
fis-3115	74	5	specimens	specimen	NOUN
fis-3115	74	6	are	be	AUX
fis-3115	74	7	200	200	NUM
fis-3115	74	8	mm	mm	NUM
fis-3115	74	9	300	300	NUM
fis-3115	74	10	mm	mm	NOUN
fis-3115	74	11	400	400	NUM
fis-3115	74	12	mm	mm	NOUN
fis-3115	74	13	500	500	NUM
fis-3115	74	14	mm	mm	NOUN
fis-3115	74	15	.	.	PUNCT
fis-3115	75	1	the	the	DET
fis-3115	75	2	test	test	NOUN
fis-3115	75	3	program	program	NOUN
fis-3115	75	4	contains	contain	VERB
fis-3115	75	5	5	5	NUM
fis-3115	75	6	series	series	NOUN
fis-3115	75	7	of	of	ADP
fis-3115	75	8	columns	column	NOUN
fis-3115	75	9	:	:	PUNCT
fis-3115	75	10	the	the	DET
fis-3115	75	11	first	first	ADJ
fis-3115	75	12	series	series	NOUN
fis-3115	75	13	represents	represent	VERB
fis-3115	75	14	empty	empty	ADJ
fis-3115	75	15	steel	steel	NOUN
fis-3115	75	16	specimens	specimen	NOUN
fis-3115	75	17	with	with	ADP
fis-3115	75	18	an	an	DET
fis-3115	75	19	i	i	NOUN
fis-3115	75	20	-	-	PUNCT
fis-3115	75	21	shaped	shape	VERB
fis-3115	75	22	cross	cross	NOUN
fis-3115	75	23	-	-	NOUN
fis-3115	75	24	section	section	NOUN
fis-3115	75	25	(	(	PUNCT
fis-3115	75	26	fig	fig	NOUN
fis-3115	75	27	.	.	PUNCT
fis-3115	76	1	1	1	NUM
fis-3115	76	2	-	-	PUNCT
fis-3115	76	3	a	a	PRON
fis-3115	76	4	)	)	PUNCT
fis-3115	76	5	designated	designate	VERB
fis-3115	76	6	as	as	ADP
fis-3115	76	7	c1	c1	PROPN
fis-3115	76	8	-	-	PUNCT
fis-3115	76	9	c2	c2	PROPN
fis-3115	76	10	-	-	PUNCT
fis-3115	76	11	c3	c3	PROPN
fis-3115	76	12	-	-	PUNCT
fis-3115	76	13	c4	c4	NOUN
fis-3115	76	14	;	;	PUNCT
fis-3115	76	15	the	the	DET
fis-3115	76	16	second	second	ADJ
fis-3115	76	17	series	series	NOUN
fis-3115	76	18	represent	represent	VERB
fis-3115	76	19	empty	empty	ADJ
fis-3115	76	20	hollow	hollow	ADJ
fis-3115	76	21	rectangular	rectangular	ADJ
fis-3115	76	22	section	section	NOUN
fis-3115	76	23	steel	steel	NOUN
fis-3115	76	24	specimens	specimen	NOUN
fis-3115	76	25	(	(	PUNCT
fis-3115	76	26	fig	fig	NOUN
fis-3115	76	27	.	.	PUNCT
fis-3115	77	1	1	1	NUM
fis-3115	77	2	-	-	SYM
fis-3115	77	3	d	d	NOUN
fis-3115	77	4	)	)	PUNCT
fis-3115	77	5	designated	designate	VERB
fis-3115	77	6	as	as	ADP
fis-3115	77	7	c5	c5	PROPN
fis-3115	77	8	-	-	PUNCT
fis-3115	77	9	c6	c6	PROPN
fis-3115	77	10	-	-	PUNCT
fis-3115	77	11	c7	c7	PROPN
fis-3115	77	12	-	-	PUNCT
fis-3115	77	13	c8	c8	PROPN
fis-3115	77	14	;	;	PUNCT
fis-3115	77	15	the	the	DET
fis-3115	77	16	third	third	ADJ
fis-3115	77	17	series	series	NOUN
fis-3115	77	18	represents	represent	VERB
fis-3115	77	19	the	the	DET
fis-3115	77	20	partially	partially	ADV
fis-3115	77	21	encased	encase	VERB
fis-3115	77	22	i	i	PRON
fis-3115	77	23	-	-	PUNCT
fis-3115	77	24	shaped	shape	VERB
fis-3115	77	25	cross	cross	ADJ
fis-3115	77	26	-	-	ADJ
fis-3115	77	27	sectional	sectional	ADJ
fis-3115	77	28	steel	steel	NOUN
fis-3115	77	29	specimens	specimen	NOUN
fis-3115	77	30	(	(	PUNCT
fis-3115	77	31	fig	fig	NOUN
fis-3115	77	32	.	.	PUNCT
fis-3115	78	1	1	1	NUM
fis-3115	78	2	-	-	SYM
fis-3115	78	3	b	b	NOUN
fis-3115	78	4	)	)	PUNCT
fis-3115	78	5	designated	designate	VERB
fis-3115	78	6	as	as	ADP
fis-3115	78	7	c9	c9	NOUN
fis-3115	78	8	-	-	PUNCT
fis-3115	78	9	c10c11	c10c11	NOUN
fis-3115	78	10	-	-	PUNCT
fis-3115	78	11	c12	c12	NOUN
fis-3115	78	12	;	;	PUNCT
fis-3115	78	13	the	the	DET
fis-3115	78	14	fourth	fourth	ADJ
fis-3115	78	15	series	series	NOUN
fis-3115	78	16	represents	represent	VERB
fis-3115	78	17	the	the	DET
fis-3115	78	18	steel	steel	NOUN
fis-3115	78	19	i	i	PRON
fis-3115	78	20	-	-	PUNCT
fis-3115	78	21	shaped	shape	VERB
fis-3115	78	22	cross	cross	ADJ
fis-3115	78	23	-	-	ADJ
fis-3115	78	24	section	section	ADJ
fis-3115	78	25	specimens	specimen	NOUN
fis-3115	78	26	partially	partially	ADV
fis-3115	78	27	encased	encased	ADJ
fis-3115	78	28	and	and	CCONJ
fis-3115	78	29	reinforced	reinforce	VERB
fis-3115	78	30	horizontally	horizontally	ADV
fis-3115	78	31	by	by	ADP
fis-3115	78	32	round	round	ADJ
fis-3115	78	33	steel	steel	NOUN
fis-3115	78	34	links	link	NOUN
fis-3115	78	35	of	of	ADP
fis-3115	78	36	3.3	3.3	NUM
fis-3115	78	37	mm	mm	NOUN
fis-3115	78	38	diameter	diameter	NOUN
fis-3115	78	39	smooth	smooth	NOUN
fis-3115	78	40	in	in	ADP
fis-3115	78	41	u	u	NOUN
fis-3115	78	42	-	-	NOUN
fis-3115	78	43	shape	shape	NOUN
fis-3115	78	44	welded	weld	VERB
fis-3115	78	45	to	to	ADP
fis-3115	78	46	the	the	DET
fis-3115	78	47	extremities	extremity	NOUN
fis-3115	78	48	of	of	ADP
fis-3115	78	49	the	the	DET
fis-3115	78	50	flanges	flange	NOUN
fis-3115	78	51	as	as	SCONJ
fis-3115	78	52	shown	show	VERB
fis-3115	78	53	in	in	ADP
fis-3115	78	54	fig	fig	NOUN
fis-3115	78	55	.	.	PUNCT
fis-3115	79	1	(	(	PUNCT
fis-3115	79	2	1	1	NUM
fis-3115	79	3	-	-	SYM
fis-3115	79	4	c	c	NOUN
fis-3115	79	5	)	)	PUNCT
fis-3115	79	6	designated	designate	VERB
fis-3115	79	7	as	as	ADP
fis-3115	79	8	c13	c13	PROPN
fis-3115	79	9	-	-	PUNCT
fis-3115	79	10	c14	c14	NOUN
fis-3115	79	11	-	-	PUNCT
fis-3115	79	12	c15	c15	NOUN
fis-3115	79	13	-	-	PUNCT
fis-3115	79	14	c16	c16	NOUN
fis-3115	79	15	.	.	PUNCT
fis-3115	80	1	the	the	DET
fis-3115	80	2	transverse	transverse	NOUN
fis-3115	80	3	link	link	NOUN
fis-3115	80	4	spacing	spacing	NOUN
fis-3115	80	5	of	of	ADP
fis-3115	80	6	100	100	NUM
fis-3115	80	7	mm	mm	NOUN
fis-3115	80	8	(	(	PUNCT
fis-3115	80	9	d	d	NOUN
fis-3115	80	10	=	=	SYM
fis-3115	80	11	100	100	NUM
fis-3115	80	12	mm	mm	NOUN
fis-3115	80	13	)	)	PUNCT
fis-3115	80	14	has	have	AUX
fis-3115	80	15	been	be	AUX
fis-3115	80	16	used	use	VERB
fis-3115	80	17	to	to	PART
fis-3115	80	18	increase	increase	VERB
fis-3115	80	19	the	the	DET
fis-3115	80	20	confined	confine	VERB
fis-3115	80	21	concrete	concrete	ADJ
fis-3115	80	22	capacity	capacity	NOUN
fis-3115	80	23	and	and	CCONJ
fis-3115	80	24	to	to	PART
fis-3115	80	25	retard	retard	VERB
fis-3115	80	26	local	local	ADJ
fis-3115	80	27	buckling	buckling	NOUN
fis-3115	80	28	of	of	ADP
fis-3115	80	29	the	the	DET
fis-3115	80	30	thin	thin	ADJ
fis-3115	80	31	-	-	PUNCT
fis-3115	80	32	walled	walled	ADJ
fis-3115	80	33	steel	steel	NOUN
fis-3115	80	34	;	;	PUNCT
fis-3115	80	35	the	the	DET
fis-3115	80	36	fifth	fifth	ADJ
fis-3115	80	37	series	series	NOUN
fis-3115	80	38	represents	represent	VERB
fis-3115	80	39	hollow	hollow	ADJ
fis-3115	80	40	rectangular	rectangular	ADJ
fis-3115	80	41	section	section	NOUN
fis-3115	80	42	specimens	specimen	NOUN
fis-3115	80	43	filled	fill	VERB
fis-3115	80	44	with	with	ADP
fis-3115	80	45	ordinary	ordinary	ADJ
fis-3115	80	46	concrete	concrete	NOUN
fis-3115	80	47	(	(	PUNCT
fis-3115	80	48	fig	fig	NOUN
fis-3115	80	49	.	.	PUNCT
fis-3115	81	1	1	1	NUM
fis-3115	81	2	-	-	SYM
fis-3115	81	3	e	e	NOUN
fis-3115	81	4	)	)	PUNCT
fis-3115	81	5	designated	designate	VERB
fis-3115	81	6	as	as	ADP
fis-3115	81	7	c17	c17	NOUN
fis-3115	81	8	-	-	PUNCT
fis-3115	81	9	c18	c18	NOUN
fis-3115	81	10	-	-	PUNCT
fis-3115	81	11	c19	c19	NOUN
fis-3115	81	12	-	-	PUNCT
fis-3115	81	13	c20	c20	NOUN
fis-3115	81	14	.	.	PUNCT
fis-3115	82	1	figure	figure	NOUN
fis-3115	82	2	1	1	NUM
fis-3115	82	3	:	:	PUNCT
fis-3115	82	4	cross	cross	NOUN
fis-3115	82	5	section	section	NOUN
fis-3115	82	6	of	of	ADP
fis-3115	82	7	test	test	NOUN
fis-3115	82	8	specimens	specimen	NOUN
fis-3115	82	9	.	.	PUNCT
fis-3115	83	1	steel	steel	VERB
fis-3115	83	2	the	the	DET
fis-3115	83	3	mechanical	mechanical	ADJ
fis-3115	83	4	properties	property	NOUN
fis-3115	83	5	of	of	ADP
fis-3115	83	6	the	the	DET
fis-3115	83	7	used	use	VERB
fis-3115	83	8	steel	steel	NOUN
fis-3115	83	9	for	for	ADP
fis-3115	83	10	the	the	DET
fis-3115	83	11	short	short	ADJ
fis-3115	83	12	columns	column	NOUN
fis-3115	83	13	are	be	AUX
fis-3115	83	14	:	:	PUNCT
fis-3115	83	15	young	young	ADJ
fis-3115	83	16	’s	’s	PART
fis-3115	83	17	modulus	modulus	NOUN
fis-3115	83	18	:	:	PUNCT
fis-3115	83	19	ea	ea	X
fis-3115	83	20	=	=	SYM
fis-3115	83	21	205	205	NUM
fis-3115	83	22	000	000	NUM
fis-3115	83	23	mpa	mpa	PROPN
fis-3115	83	24	yield	yield	NOUN
fis-3115	83	25	strength	strength	NOUN
fis-3115	83	26	:	:	PUNCT
fis-3115	83	27	fy	fy	PROPN
fis-3115	83	28	=	=	SYM
fis-3115	83	29	300	300	NUM
fis-3115	83	30	mpa	mpa	NOUN
fis-3115	83	31	concrete	concrete	NOUN
fis-3115	83	32	the	the	DET
fis-3115	83	33	method	method	NOUN
fis-3115	83	34	used	use	VERB
fis-3115	83	35	to	to	PART
fis-3115	83	36	determine	determine	VERB
fis-3115	83	37	the	the	DET
fis-3115	83	38	filler	filler	NOUN
fis-3115	83	39	concrete	concrete	ADJ
fis-3115	83	40	composition	composition	NOUN
fis-3115	83	41	is	be	AUX
fis-3115	83	42	that	that	PRON
fis-3115	83	43	of	of	ADP
fis-3115	83	44	the	the	DET
fis-3115	83	45	gorisse	gorisse	NOUN
fis-3115	83	46	-	-	PUNCT
fis-3115	83	47	dreux	dreux	PROPN
fis-3115	83	48	method	method	NOUN
fis-3115	83	49	.	.	PUNCT
fis-3115	84	1	it	it	PRON
fis-3115	84	2	is	be	AUX
fis-3115	84	3	determined	determine	VERB
fis-3115	84	4	with	with	ADP
fis-3115	84	5	maximum	maximum	ADJ
fis-3115	84	6	aggregate	aggregate	ADJ
fis-3115	84	7	diameter	diameter	NOUN
fis-3115	84	8	dmax	dmax	NOUN
fis-3115	84	9	=	=	SYM
fis-3115	84	10	15	15	NUM
fis-3115	84	11	mm	mm	NOUN
fis-3115	84	12	and	and	CCONJ
fis-3115	84	13	a	a	DET
fis-3115	84	14	6	6	NUM
fis-3115	84	15	cm	cm	NOUN
fis-3115	84	16	slump	slump	NOUN
fis-3115	84	17	(	(	PUNCT
fis-3115	84	18	according	accord	VERB
fis-3115	84	19	to	to	ADP
fis-3115	84	20	the	the	DET
fis-3115	84	21	nf	nf	NOUN
fis-3115	84	22	p	p	ADJ
fis-3115	84	23	18	18	NUM
fis-3115	84	24	-	-	PUNCT
fis-3115	84	25	451	451	NUM
fis-3115	84	26	standard	standard	NOUN
fis-3115	84	27	)	)	PUNCT
fis-3115	84	28	corresponding	correspond	VERB
fis-3115	84	29	to	to	ADP
fis-3115	84	30	a	a	DET
fis-3115	84	31	plastic	plastic	ADJ
fis-3115	84	32	concrete	concrete	NOUN
fis-3115	84	33	.	.	PUNCT
fis-3115	85	1	the	the	DET
fis-3115	85	2	concrete	concrete	ADJ
fis-3115	85	3	composition	composition	NOUN
fis-3115	85	4	is	be	AUX
fis-3115	85	5	listed	list	VERB
fis-3115	85	6	in	in	ADP
fis-3115	85	7	tab	tab	NOUN
fis-3115	85	8	.	.	PUNCT
fis-3115	86	1	1	1	X
fis-3115	86	2	.	.	X
fis-3115	87	1	the	the	DET
fis-3115	87	2	short	short	ADJ
fis-3115	87	3	steel	steel	NOUN
fis-3115	87	4	columns	column	NOUN
fis-3115	87	5	filled	fill	VERB
fis-3115	87	6	with	with	ADP
fis-3115	87	7	ordinary	ordinary	ADJ
fis-3115	87	8	concrete	concrete	NOUN
fis-3115	87	9	have	have	AUX
fis-3115	87	10	been	be	AUX
fis-3115	87	11	poured	pour	VERB
fis-3115	87	12	in	in	ADP
fis-3115	87	13	a	a	DET
fis-3115	87	14	vertical	vertical	ADJ
fis-3115	87	15	position	position	NOUN
fis-3115	87	16	in	in	ADP
fis-3115	87	17	three	three	NUM
fis-3115	87	18	layers	layer	NOUN
fis-3115	87	19	and	and	CCONJ
fis-3115	87	20	vibrated	vibrate	VERB
fis-3115	87	21	on	on	ADP
fis-3115	87	22	a	a	DET
fis-3115	87	23	vibrating	vibrate	VERB
fis-3115	87	24	table	table	NOUN
fis-3115	87	25	to	to	PART
fis-3115	87	26	obtain	obtain	VERB
fis-3115	87	27	compact	compact	ADJ
fis-3115	87	28	concrete	concrete	NOUN
fis-3115	87	29	throughout	throughout	ADP
fis-3115	87	30	the	the	DET
fis-3115	87	31	specimen	speciman	NOUN
fis-3115	87	32	's	's	PART
fis-3115	87	33	height	height	NOUN
fis-3115	87	34	.	.	PUNCT
fis-3115	88	1	the	the	DET
fis-3115	88	2	concrete	concrete	ADJ
fis-3115	88	3	compressive	compressive	ADJ
fis-3115	88	4	strength	strength	NOUN
fis-3115	88	5	at	at	ADP
fis-3115	88	6	28	28	NUM
fis-3115	88	7	days	day	NOUN
fis-3115	88	8	is	be	AUX
fis-3115	88	9	determined	determine	VERB
fis-3115	88	10	using	use	VERB
fis-3115	88	11	the	the	DET
fis-3115	88	12	nf	nf	NOUN
fis-3115	88	13	p	p	ADJ
fis-3115	88	14	18	18	NUM
fis-3115	88	15	-	-	SYM
fis-3115	88	16	406	406	NUM
fis-3115	88	17	standard	standard	NOUN
fis-3115	88	18	on	on	ADP
fis-3115	88	19	three	three	NUM
fis-3115	88	20	cubic	cubic	ADJ
fis-3115	88	21	specimens	specimen	NOUN
fis-3115	88	22	of	of	ADP
fis-3115	88	23	dimension	dimension	NOUN
fis-3115	88	24	(	(	PUNCT
fis-3115	88	25	10x10x10	10x10x10	NOUN
fis-3115	88	26	cm	cm	NOUN
fis-3115	88	27	)	)	PUNCT
fis-3115	88	28	,	,	PUNCT
fis-3115	88	29	and	and	CCONJ
fis-3115	88	30	the	the	DET
fis-3115	88	31	splitting	splitting	NOUN
fis-3115	88	32	tensile	tensile	NOUN
fis-3115	88	33	strength	strength	NOUN
fis-3115	88	34	of	of	ADP
fis-3115	88	35	the	the	DET
fis-3115	88	36	concrete	concrete	NOUN
fis-3115	88	37	is	be	AUX
fis-3115	88	38	determined	determine	VERB
fis-3115	88	39	according	accord	VERB
fis-3115	88	40	to	to	ADP
fis-3115	88	41	the	the	DET
fis-3115	88	42	nf	nf	NOUN
fis-3115	88	43	p	p	ADJ
fis-3115	88	44	18	18	NUM
fis-3115	88	45	-	-	SYM
fis-3115	88	46	408	408	NUM
fis-3115	88	47	standard	standard	NOUN
fis-3115	88	48	on	on	ADP
fis-3115	88	49	three	three	NUM
fis-3115	88	50	cylindrical	cylindrical	ADJ
fis-3115	88	51	specimens	specimen	NOUN
fis-3115	88	52	of	of	ADP
fis-3115	88	53	dimension	dimension	NOUN
fis-3115	88	54	(	(	PUNCT
fis-3115	88	55	16x32	16x32	NUM
fis-3115	88	56	cm	cm	NOUN
fis-3115	88	57	)	)	PUNCT
fis-3115	88	58	.	.	PUNCT
fis-3115	89	1	all	all	PRON
fis-3115	89	2	casted	cast	VERB
fis-3115	89	3	columns	column	NOUN
fis-3115	89	4	i	i	NOUN
fis-3115	89	5	a.	a.	NOUN
fis-3115	89	6	bouaricha	bouaricha	PROPN
fis-3115	89	7	et	et	PROPN
fis-3115	89	8	alii	alii	PROPN
fis-3115	89	9	,	,	PUNCT
fis-3115	89	10	frattura	frattura	PROPN
fis-3115	89	11	ed	ed	PROPN
fis-3115	89	12	integrità	integrità	PROPN
fis-3115	89	13	strutturale	strutturale	PROPN
fis-3115	89	14	,	,	PUNCT
fis-3115	89	15	58	58	NUM
fis-3115	89	16	(	(	PUNCT
fis-3115	89	17	2021	2021	NUM
fis-3115	89	18	)	)	PUNCT
fis-3115	89	19	77	77	NUM
fis-3115	89	20	-	-	SYM
fis-3115	89	21	85	85	NUM
fis-3115	89	22	;	;	PUNCT
fis-3115	89	23	doi	doi	NOUN
fis-3115	89	24	:	:	PUNCT
fis-3115	89	25	10.3221	10.3221	NUM
fis-3115	89	26	/	/	SYM
fis-3115	89	27	igf	igf	PROPN
fis-3115	89	28	-	-	PROPN
fis-3115	89	29	esis.58.06	esis.58.06	PROPN
fis-3115	89	30	80	80	NUM
fis-3115	89	31	hardened	harden	VERB
fis-3115	89	32	in	in	ADP
fis-3115	89	33	a	a	DET
fis-3115	89	34	vertical	vertical	ADJ
fis-3115	89	35	position	position	NOUN
fis-3115	89	36	in	in	ADP
fis-3115	89	37	laboratory	laboratory	NOUN
fis-3115	89	38	ambient	ambient	ADJ
fis-3115	89	39	air	air	NOUN
fis-3115	89	40	(	(	PUNCT
fis-3115	89	41	temperature	temperature	NOUN
fis-3115	89	42	=	=	NOUN
fis-3115	89	43	20	20	NUM
fis-3115	89	44	-	-	SYM
fis-3115	89	45	25	25	NUM
fis-3115	89	46	°	°	ADP
fis-3115	89	47	c	c	NOUN
fis-3115	89	48	and	and	CCONJ
fis-3115	89	49	relative	relative	ADJ
fis-3115	89	50	humidity	humidity	NOUN
fis-3115	89	51	=	=	NOUN
fis-3115	89	52	60	60	NUM
fis-3115	89	53	at	at	ADP
fis-3115	89	54	70	70	NUM
fis-3115	89	55	%	%	NOUN
fis-3115	89	56	)	)	PUNCT
fis-3115	89	57	(	(	PUNCT
fis-3115	89	58	fig	fig	NOUN
fis-3115	89	59	.	.	PUNCT
fis-3115	89	60	2	2	NUM
fis-3115	89	61	)	)	PUNCT
fis-3115	89	62	.	.	PUNCT
fis-3115	90	1	cement	cement	NOUN
fis-3115	90	2	cpj	cpj	PROPN
fis-3115	90	3	42.5	42.5	NUM
fis-3115	90	4	watercement	watercement	PROPN
fis-3115	90	5	ratio	ratio	NOUN
fis-3115	90	6	w	w	PROPN
fis-3115	90	7	/	/	SYM
fis-3115	90	8	c	c	NOUN
fis-3115	90	9	sand	sand	NOUN
fis-3115	90	10	dune	dune	NOUN
fis-3115	90	11	(	(	PUNCT
fis-3115	90	12	0/2.5	0/2.5	NUM
fis-3115	90	13	)	)	PUNCT
fis-3115	90	14	limestone	limestone	NOUN
fis-3115	90	15	gravel	gravel	NOUN
fis-3115	90	16	(	(	PUNCT
fis-3115	90	17	5/15	5/15	NUM
fis-3115	90	18	)	)	PUNCT
fis-3115	90	19	real	real	ADJ
fis-3115	90	20	density	density	NOUN
fis-3115	90	21	slump	slump	VERB
fis-3115	90	22	cubic	cubic	ADJ
fis-3115	90	23	compressive	compressive	ADJ
fis-3115	90	24	strength	strength	NOUN
fis-3115	90	25	of	of	ADP
fis-3115	90	26	concrete	concrete	ADJ
fis-3115	90	27	(	(	PUNCT
fis-3115	90	28	28	28	NUM
fis-3115	90	29	days	day	NOUN
fis-3115	90	30	)	)	PUNCT
fis-3115	90	31	tensile	tensile	NOUN
fis-3115	90	32	strength	strength	NOUN
fis-3115	90	33	of	of	ADP
fis-3115	90	34	concrete	concrete	ADJ
fis-3115	90	35	(	(	PUNCT
fis-3115	90	36	28	28	NUM
fis-3115	90	37	days	day	NOUN
fis-3115	90	38	)	)	PUNCT
fis-3115	90	39	unit	unit	NOUN
fis-3115	91	1	kg	kg	PROPN
fis-3115	91	2	/	/	SYM
fis-3115	91	3	m3	m3	PROPN
fis-3115	91	4	kg	kg	PROPN
fis-3115	91	5	/	/	SYM
fis-3115	91	6	m3	m3	PROPN
fis-3115	91	7	kg	kg	PROPN
fis-3115	91	8	/	/	SYM
fis-3115	91	9	m3	m3	PROPN
fis-3115	91	10	kg	kg	PROPN
fis-3115	91	11	/	/	SYM
fis-3115	91	12	m3	m3	PROPN
fis-3115	91	13	mm	mm	PROPN
fis-3115	91	14	mpa	mpa	PROPN
fis-3115	91	15	mpa	mpa	PROPN
fis-3115	91	16	value	value	VERB
fis-3115	91	17	350	350	NUM
fis-3115	91	18	0.60	0.60	NUM
fis-3115	91	19	811.32	811.32	NUM
fis-3115	91	20	1095.77	1095.77	NUM
fis-3115	91	21	2.47	2.47	NUM
fis-3115	91	22	60	60	NUM
fis-3115	91	23	25	25	NUM
fis-3115	91	24	2	2	NUM
fis-3115	91	25	table	table	NOUN
fis-3115	91	26	1	1	NUM
fis-3115	91	27	:	:	PUNCT
fis-3115	91	28	compositions	composition	NOUN
fis-3115	91	29	of	of	ADP
fis-3115	91	30	the	the	DET
fis-3115	91	31	filling	fill	VERB
fis-3115	91	32	concrete	concrete	NOUN
fis-3115	91	33	.	.	PUNCT
fis-3115	92	1	figure	figure	NOUN
fis-3115	92	2	2	2	NUM
fis-3115	92	3	:	:	PUNCT
fis-3115	92	4	a	a	DET
fis-3115	92	5	general	general	ADJ
fis-3115	92	6	view	view	NOUN
fis-3115	92	7	of	of	ADP
fis-3115	92	8	the	the	DET
fis-3115	92	9	fabricated	fabricate	VERB
fis-3115	92	10	specimens	specimen	NOUN
fis-3115	92	11	.	.	PUNCT
fis-3115	93	1	results	result	NOUN
fis-3115	93	2	and	and	CCONJ
fis-3115	93	3	discussion	discussion	NOUN
fis-3115	93	4	ll	ll	AUX
fis-3115	93	5	the	the	DET
fis-3115	93	6	specimens	specimen	NOUN
fis-3115	93	7	are	be	AUX
fis-3115	93	8	tested	test	VERB
fis-3115	93	9	to	to	ADP
fis-3115	93	10	failure	failure	NOUN
fis-3115	93	11	under	under	ADP
fis-3115	93	12	axial	axial	ADJ
fis-3115	93	13	compression	compression	NOUN
fis-3115	93	14	at	at	ADP
fis-3115	93	15	28	28	NUM
fis-3115	93	16	days	day	NOUN
fis-3115	93	17	by	by	ADP
fis-3115	93	18	a	a	DET
fis-3115	93	19	universal	universal	ADJ
fis-3115	93	20	testing	testing	NOUN
fis-3115	93	21	machine	machine	NOUN
fis-3115	93	22	,	,	PUNCT
fis-3115	93	23	with	with	ADP
fis-3115	93	24	a	a	DET
fis-3115	93	25	capacity	capacity	NOUN
fis-3115	93	26	of	of	ADP
fis-3115	93	27	2000	2000	NUM
fis-3115	93	28	kn	kn	PROPN
fis-3115	93	29	.	.	PUNCT
fis-3115	94	1	particular	particular	ADJ
fis-3115	94	2	attention	attention	NOUN
fis-3115	94	3	is	be	AUX
fis-3115	94	4	payed	pay	VERB
fis-3115	94	5	in	in	ADP
fis-3115	94	6	checking	check	VERB
fis-3115	94	7	the	the	DET
fis-3115	94	8	correct	correct	ADJ
fis-3115	94	9	position	position	NOUN
fis-3115	94	10	of	of	ADP
fis-3115	94	11	the	the	DET
fis-3115	94	12	columns	column	NOUN
fis-3115	94	13	before	before	ADP
fis-3115	94	14	loading	loading	NOUN
fis-3115	94	15	.	.	PUNCT
fis-3115	95	1	the	the	DET
fis-3115	95	2	top	top	ADJ
fis-3115	95	3	and	and	CCONJ
fis-3115	95	4	bottom	bottom	ADJ
fis-3115	95	5	faces	face	NOUN
fis-3115	95	6	of	of	ADP
fis-3115	95	7	composite	composite	ADJ
fis-3115	95	8	columns	column	NOUN
fis-3115	95	9	are	be	AUX
fis-3115	95	10	treated	treat	VERB
fis-3115	95	11	to	to	PART
fis-3115	95	12	eliminate	eliminate	VERB
fis-3115	95	13	surface	surface	NOUN
fis-3115	95	14	irregularities	irregularity	NOUN
fis-3115	95	15	to	to	PART
fis-3115	95	16	provide	provide	VERB
fis-3115	95	17	a	a	DET
fis-3115	95	18	more	more	ADV
fis-3115	95	19	uniform	uniform	ADJ
fis-3115	95	20	load	load	NOUN
fis-3115	95	21	distribution	distribution	NOUN
fis-3115	95	22	across	across	ADP
fis-3115	95	23	the	the	DET
fis-3115	95	24	column	column	NOUN
fis-3115	95	25	cross	cross	NOUN
fis-3115	95	26	-	-	NOUN
fis-3115	95	27	section	section	NOUN
fis-3115	95	28	.	.	PUNCT
fis-3115	96	1	recorded	record	VERB
fis-3115	96	2	experimental	experimental	ADJ
fis-3115	96	3	results	result	NOUN
fis-3115	96	4	are	be	AUX
fis-3115	96	5	compared	compare	VERB
fis-3115	96	6	with	with	ADP
fis-3115	96	7	those	those	PRON
fis-3115	96	8	given	give	VERB
fis-3115	96	9	by	by	ADP
fis-3115	96	10	the	the	DET
fis-3115	96	11	prediction	prediction	NOUN
fis-3115	96	12	of	of	ADP
fis-3115	96	13	ec3	ec3	NOUN
fis-3115	96	14	regulation	regulation	NOUN
fis-3115	96	15	for	for	ADP
fis-3115	96	16	empty	empty	ADJ
fis-3115	96	17	steel	steel	NOUN
fis-3115	96	18	columns	column	NOUN
fis-3115	96	19	and	and	CCONJ
fis-3115	96	20	ec	ec	PROPN
fis-3115	96	21	4	4	NUM
fis-3115	96	22	for	for	ADP
fis-3115	96	23	mixed	mixed	ADJ
fis-3115	96	24	columns	column	NOUN
fis-3115	96	25	.	.	PUNCT
fis-3115	97	1	experimental	experimental	ADJ
fis-3115	97	2	strength	strength	NOUN
fis-3115	97	3	(	(	PUNCT
fis-3115	97	4	nue	nue	PROPN
fis-3115	97	5	)	)	PUNCT
fis-3115	97	6	of	of	ADP
fis-3115	97	7	the	the	DET
fis-3115	97	8	specimens	specimen	NOUN
fis-3115	97	9	and	and	CCONJ
fis-3115	97	10	their	their	PRON
fis-3115	97	11	predicted	predict	VERB
fis-3115	97	12	strengths	strength	NOUN
fis-3115	97	13	(	(	PUNCT
fis-3115	97	14	nuc	nuc	PROPN
fis-3115	97	15	)	)	PUNCT
fis-3115	97	16	according	accord	VERB
fis-3115	97	17	to	to	ADP
fis-3115	97	18	ec3	ec3	NOUN
fis-3115	97	19	and	and	CCONJ
fis-3115	97	20	ec4	ec4	PROPN
fis-3115	97	21	are	be	AUX
fis-3115	97	22	presented	present	VERB
fis-3115	97	23	in	in	ADP
fis-3115	97	24	tab	tab	NOUN
fis-3115	97	25	.	.	PUNCT
fis-3115	98	1	2	2	X
fis-3115	98	2	.	.	PUNCT
fis-3115	98	3	the	the	DET
fis-3115	98	4	ultimate	ultimate	ADJ
fis-3115	98	5	load	load	NOUN
fis-3115	98	6	is	be	AUX
fis-3115	98	7	examined	examine	VERB
fis-3115	98	8	under	under	ADP
fis-3115	98	9	the	the	DET
fis-3115	98	10	effect	effect	NOUN
fis-3115	98	11	of	of	ADP
fis-3115	98	12	the	the	DET
fis-3115	98	13	geometry	geometry	NOUN
fis-3115	98	14	of	of	ADP
fis-3115	98	15	the	the	DET
fis-3115	98	16	empty	empty	ADJ
fis-3115	98	17	sections	section	NOUN
fis-3115	98	18	(	(	PUNCT
fis-3115	98	19	i	i	PRON
fis-3115	98	20	shape	shape	VERB
fis-3115	98	21	or	or	CCONJ
fis-3115	98	22	rectangular	rectangular	ADJ
fis-3115	98	23	)	)	PUNCT
fis-3115	98	24	(	(	PUNCT
fis-3115	98	25	fig	fig	NOUN
fis-3115	98	26	.	.	PUNCT
fis-3115	99	1	3	3	NUM
fis-3115	99	2	):	):	PUNCT
fis-3115	99	3	it	it	PRON
fis-3115	99	4	is	be	AUX
fis-3115	99	5	observed	observe	VERB
fis-3115	99	6	that	that	SCONJ
fis-3115	99	7	empty	empty	ADJ
fis-3115	99	8	specimens	specimen	NOUN
fis-3115	99	9	(	(	PUNCT
fis-3115	99	10	c1	c1	PROPN
fis-3115	99	11	,	,	PUNCT
fis-3115	99	12	c2	c2	PROPN
fis-3115	99	13	,	,	PUNCT
fis-3115	99	14	c3	c3	PROPN
fis-3115	99	15	and	and	CCONJ
fis-3115	99	16	c4	c4	NOUN
fis-3115	99	17	)	)	PUNCT
fis-3115	99	18	of	of	ADP
fis-3115	99	19	the	the	DET
fis-3115	99	20	section	section	NOUN
fis-3115	99	21	i	i	PRON
fis-3115	99	22	record	record	VERB
fis-3115	99	23	an	an	DET
fis-3115	99	24	increase	increase	NOUN
fis-3115	99	25	in	in	ADP
fis-3115	99	26	load	load	NOUN
fis-3115	99	27	capacity	capacity	NOUN
fis-3115	99	28	of	of	ADP
fis-3115	99	29	(	(	PUNCT
fis-3115	99	30	30.50	30.50	NUM
fis-3115	99	31	%	%	NOUN
fis-3115	99	32	,	,	PUNCT
fis-3115	99	33	40.66	40.66	NUM
fis-3115	99	34	%	%	NOUN
fis-3115	99	35	,	,	PUNCT
fis-3115	99	36	47	47	NUM
fis-3115	99	37	%	%	NOUN
fis-3115	99	38	and	and	CCONJ
fis-3115	99	39	52.75	52.75	NUM
fis-3115	99	40	%	%	NOUN
fis-3115	99	41	)	)	PUNCT
fis-3115	99	42	respectively	respectively	ADV
fis-3115	99	43	compared	compare	VERB
fis-3115	99	44	to	to	ADP
fis-3115	99	45	the	the	DET
fis-3115	99	46	empty	empty	ADJ
fis-3115	99	47	specimens	specimen	NOUN
fis-3115	99	48	(	(	PUNCT
fis-3115	99	49	c5	c5	PROPN
fis-3115	99	50	,	,	PUNCT
fis-3115	99	51	c6	c6	PROPN
fis-3115	99	52	,	,	PUNCT
fis-3115	99	53	c7	c7	PROPN
fis-3115	99	54	and	and	CCONJ
fis-3115	99	55	c8	c8	PROPN
fis-3115	99	56	)	)	PUNCT
fis-3115	99	57	of	of	ADP
fis-3115	99	58	rectangular	rectangular	ADJ
fis-3115	99	59	sections	section	NOUN
fis-3115	99	60	.	.	PUNCT
fis-3115	100	1	in	in	ADP
fis-3115	100	2	contrast	contrast	NOUN
fis-3115	100	3	,	,	PUNCT
fis-3115	100	4	ultimate	ultimate	ADJ
fis-3115	100	5	loads	load	NOUN
fis-3115	100	6	decrease	decrease	NOUN
fis-3115	100	7	for	for	ADP
fis-3115	100	8	specimens	specimen	NOUN
fis-3115	100	9	c4	c4	NOUN
fis-3115	100	10	and	and	CCONJ
fis-3115	100	11	c8	c8	PROPN
fis-3115	100	12	as	as	ADP
fis-3115	100	13	heights	height	NOUN
fis-3115	100	14	increase	increase	NOUN
fis-3115	100	15	.	.	PUNCT
fis-3115	101	1	from	from	ADP
fis-3115	101	2	these	these	DET
fis-3115	101	3	results	result	NOUN
fis-3115	101	4	,	,	PUNCT
fis-3115	101	5	it	it	PRON
fis-3115	101	6	can	can	AUX
fis-3115	101	7	be	be	AUX
fis-3115	101	8	concluded	conclude	VERB
fis-3115	101	9	that	that	SCONJ
fis-3115	101	10	the	the	DET
fis-3115	101	11	height	height	NOUN
fis-3115	101	12	of	of	ADP
fis-3115	101	13	thin	thin	ADJ
fis-3115	101	14	-	-	PUNCT
fis-3115	101	15	walled	walled	ADJ
fis-3115	101	16	cold	cold	ADJ
fis-3115	101	17	rolled	roll	VERB
fis-3115	101	18	steel	steel	NOUN
fis-3115	101	19	columns	column	NOUN
fis-3115	101	20	has	have	VERB
fis-3115	101	21	a	a	DET
fis-3115	101	22	negative	negative	ADJ
fis-3115	101	23	influence	influence	NOUN
fis-3115	101	24	on	on	ADP
fis-3115	101	25	the	the	DET
fis-3115	101	26	axial	axial	ADJ
fis-3115	101	27	load	load	NOUN
fis-3115	101	28	capacity	capacity	NOUN
fis-3115	101	29	.	.	PUNCT
fis-3115	102	1	for	for	ADP
fis-3115	102	2	the	the	DET
fis-3115	102	3	fourth	fourth	ADJ
fis-3115	102	4	series	series	NOUN
fis-3115	102	5	specimens	specimen	NOUN
fis-3115	102	6	(	(	PUNCT
fis-3115	102	7	c13	c13	PROPN
fis-3115	102	8	,	,	PUNCT
fis-3115	102	9	c14	c14	PROPN
fis-3115	102	10	,	,	PUNCT
fis-3115	102	11	c15	c15	PROPN
fis-3115	102	12	and	and	CCONJ
fis-3115	102	13	c16	c16	NOUN
fis-3115	102	14	)	)	PUNCT
fis-3115	102	15	of	of	ADP
fis-3115	102	16	i	i	PROPN
fis-3115	102	17	-	-	PUNCT
fis-3115	102	18	section	section	NOUN
fis-3115	102	19	partially	partially	ADV
fis-3115	102	20	encased	encase	VERB
fis-3115	102	21	and	and	CCONJ
fis-3115	102	22	reinforced	reinforce	VERB
fis-3115	102	23	by	by	ADP
fis-3115	102	24	horizontal	horizontal	ADJ
fis-3115	102	25	links	link	NOUN
fis-3115	102	26	,	,	PUNCT
fis-3115	102	27	it	it	PRON
fis-3115	102	28	is	be	AUX
fis-3115	102	29	recorded	record	VERB
fis-3115	102	30	(	(	PUNCT
fis-3115	102	31	see	see	VERB
fis-3115	102	32	fig	fig	NOUN
fis-3115	102	33	.	.	PUNCT
fis-3115	103	1	4	4	NUM
fis-3115	103	2	)	)	PUNCT
fis-3115	103	3	an	an	DET
fis-3115	103	4	improvement	improvement	NOUN
fis-3115	103	5	of	of	ADP
fis-3115	103	6	their	their	PRON
fis-3115	103	7	load	load	NOUN
fis-3115	103	8	capacities	capacity	NOUN
fis-3115	103	9	respectively	respectively	ADV
fis-3115	103	10	of	of	ADP
fis-3115	103	11	the	the	DET
fis-3115	103	12	order	order	NOUN
fis-3115	103	13	of	of	ADP
fis-3115	103	14	40	40	NUM
fis-3115	103	15	%	%	NOUN
fis-3115	103	16	,	,	PUNCT
fis-3115	103	17	45.35	45.35	NUM
fis-3115	103	18	%	%	NOUN
fis-3115	103	19	,	,	PUNCT
fis-3115	103	20	52.52	52.52	NUM
fis-3115	103	21	%	%	NOUN
fis-3115	103	22	and	and	CCONJ
fis-3115	103	23	61.37	61.37	NUM
fis-3115	103	24	%	%	NOUN
fis-3115	103	25	compared	compare	VERB
fis-3115	103	26	to	to	ADP
fis-3115	103	27	those	those	PRON
fis-3115	103	28	of	of	ADP
fis-3115	103	29	the	the	DET
fis-3115	103	30	non	non	ADJ
fis-3115	103	31	-	-	ADJ
fis-3115	103	32	reinforced	reinforced	ADJ
fis-3115	103	33	specimens	specimen	NOUN
fis-3115	103	34	of	of	ADP
fis-3115	103	35	the	the	DET
fis-3115	103	36	third	third	ADJ
fis-3115	103	37	series	series	NOUN
fis-3115	103	38	(	(	PUNCT
fis-3115	103	39	c9	c9	PROPN
fis-3115	103	40	,	,	PUNCT
fis-3115	103	41	c10	c10	PROPN
fis-3115	103	42	,	,	PUNCT
fis-3115	103	43	c11	c11	NOUN
fis-3115	103	44	and	and	CCONJ
fis-3115	103	45	c12	c12	PROPN
fis-3115	103	46	)	)	PUNCT
fis-3115	103	47	.	.	PUNCT
fis-3115	104	1	this	this	DET
fis-3115	104	2	improvement	improvement	NOUN
fis-3115	104	3	is	be	AUX
fis-3115	104	4	not	not	PART
fis-3115	104	5	very	very	ADV
fis-3115	104	6	important	important	ADJ
fis-3115	104	7	for	for	ADP
fis-3115	104	8	their	their	PRON
fis-3115	104	9	ultimate	ultimate	ADJ
fis-3115	104	10	loads	load	NOUN
fis-3115	104	11	:	:	PUNCT
fis-3115	104	12	it	it	PRON
fis-3115	104	13	is	be	AUX
fis-3115	104	14	respectively	respectively	ADV
fis-3115	104	15	improved	improve	VERB
fis-3115	104	16	of	of	ADP
fis-3115	104	17	16.6	16.6	NUM
fis-3115	104	18	%	%	NOUN
fis-3115	104	19	,	,	PUNCT
fis-3115	104	20	17.1	17.1	NUM
fis-3115	104	21	%	%	NOUN
fis-3115	104	22	,	,	PUNCT
fis-3115	104	23	17.4	17.4	NUM
fis-3115	104	24	%	%	NOUN
fis-3115	104	25	and	and	CCONJ
fis-3115	104	26	18	18	NUM
fis-3115	104	27	%	%	NOUN
fis-3115	104	28	comparing	compare	VERB
fis-3115	104	29	to	to	ADP
fis-3115	104	30	the	the	DET
fis-3115	104	31	rectangular	rectangular	ADJ
fis-3115	104	32	cross	cross	ADJ
fis-3115	104	33	-	-	ADJ
fis-3115	104	34	section	section	ADJ
fis-3115	104	35	specimens	specimen	NOUN
fis-3115	104	36	of	of	ADP
fis-3115	104	37	the	the	DET
fis-3115	104	38	fifth	fifth	ADJ
fis-3115	104	39	series	series	NOUN
fis-3115	104	40	(	(	PUNCT
fis-3115	104	41	c17	c17	NOUN
fis-3115	104	42	,	,	PUNCT
fis-3115	104	43	c18	c18	NOUN
fis-3115	104	44	,	,	PUNCT
fis-3115	104	45	c19	c19	NOUN
fis-3115	104	46	and	and	CCONJ
fis-3115	104	47	c20	c20	NOUN
fis-3115	104	48	)	)	PUNCT
fis-3115	104	49	(	(	PUNCT
fis-3115	104	50	fig.4	fig.4	PROPN
fis-3115	104	51	)	)	PUNCT
fis-3115	104	52	.	.	PUNCT
fis-3115	105	1	these	these	DET
fis-3115	105	2	results	result	NOUN
fis-3115	105	3	also	also	ADV
fis-3115	105	4	show	show	VERB
fis-3115	105	5	the	the	DET
fis-3115	105	6	improvement	improvement	NOUN
fis-3115	105	7	of	of	ADP
fis-3115	105	8	the	the	DET
fis-3115	105	9	load	load	NOUN
fis-3115	105	10	capacity	capacity	NOUN
fis-3115	105	11	in	in	ADP
fis-3115	105	12	partially	partially	ADV
fis-3115	105	13	encased	encased	ADJ
fis-3115	105	14	steel	steel	NOUN
fis-3115	105	15	columns	column	NOUN
fis-3115	105	16	of	of	ADP
fis-3115	105	17	ratio	ratio	NOUN
fis-3115	105	18	(	(	PUNCT
fis-3115	105	19	b	b	NOUN
fis-3115	105	20	/	/	SYM
fis-3115	105	21	t	t	NOUN
fis-3115	105	22	=	=	SYM
fis-3115	105	23	17.5	17.5	NUM
fis-3115	105	24	)	)	PUNCT
fis-3115	105	25	and	and	CCONJ
fis-3115	105	26	reinforced	reinforce	VERB
fis-3115	105	27	with	with	ADP
fis-3115	105	28	links	link	NOUN
fis-3115	105	29	.	.	PUNCT
fis-3115	106	1	the	the	DET
fis-3115	106	2	ultimate	ultimate	ADJ
fis-3115	106	3	load	load	NOUN
fis-3115	106	4	is	be	AUX
fis-3115	106	5	inversely	inversely	ADV
fis-3115	106	6	proportional	proportional	ADJ
fis-3115	106	7	to	to	ADP
fis-3115	106	8	the	the	DET
fis-3115	106	9	height	height	NOUN
fis-3115	106	10	of	of	ADP
fis-3115	106	11	the	the	DET
fis-3115	106	12	specimen	speciman	NOUN
fis-3115	106	13	.	.	PUNCT
fis-3115	107	1	fig	fig	NOUN
fis-3115	107	2	.	.	PUNCT
fis-3115	108	1	5	5	NUM
fis-3115	108	2	illustrates	illustrate	VERB
fis-3115	108	3	the	the	DET
fis-3115	108	4	ratio	ratio	NOUN
fis-3115	108	5	between	between	ADP
fis-3115	108	6	experimental	experimental	ADJ
fis-3115	108	7	loads	load	NOUN
fis-3115	108	8	from	from	ADP
fis-3115	108	9	the	the	DET
fis-3115	108	10	composite	composite	ADJ
fis-3115	108	11	columns	column	NOUN
fis-3115	108	12	and	and	CCONJ
fis-3115	108	13	the	the	DET
fis-3115	108	14	loads	load	NOUN
fis-3115	108	15	from	from	ADP
fis-3115	108	16	the	the	DET
fis-3115	108	17	empty	empty	ADJ
fis-3115	108	18	steel	steel	NOUN
fis-3115	108	19	columns	column	NOUN
fis-3115	108	20	.	.	PUNCT
fis-3115	109	1	the	the	DET
fis-3115	109	2	compressive	compressive	ADJ
fis-3115	109	3	strength	strength	NOUN
fis-3115	109	4	of	of	ADP
fis-3115	109	5	the	the	DET
fis-3115	109	6	filler	filler	NOUN
fis-3115	109	7	concrete	concrete	NOUN
fis-3115	109	8	at	at	ADP
fis-3115	109	9	28	28	NUM
fis-3115	109	10	days	day	NOUN
fis-3115	109	11	is	be	AUX
fis-3115	109	12	25	25	NUM
fis-3115	109	13	mpa	mpa	NOUN
fis-3115	109	14	.	.	PUNCT
fis-3115	110	1	comparing	compare	VERB
fis-3115	110	2	the	the	DET
fis-3115	110	3	ultimate	ultimate	ADJ
fis-3115	110	4	loads	load	NOUN
fis-3115	110	5	of	of	ADP
fis-3115	110	6	the	the	DET
fis-3115	110	7	empty	empty	ADJ
fis-3115	110	8	steel	steel	NOUN
fis-3115	110	9	i	i	NOUN
fis-3115	110	10	-	-	PUNCT
fis-3115	110	11	section	section	NOUN
fis-3115	110	12	specimens	specimen	NOUN
fis-3115	110	13	(	(	PUNCT
fis-3115	110	14	first	first	ADJ
fis-3115	110	15	series	series	NOUN
fis-3115	110	16	)	)	PUNCT
fis-3115	110	17	with	with	ADP
fis-3115	110	18	those	those	PRON
fis-3115	110	19	of	of	ADP
fis-3115	110	20	the	the	DET
fis-3115	110	21	partially	partially	ADV
fis-3115	110	22	encased	encase	VERB
fis-3115	110	23	i	i	NOUN
fis-3115	110	24	-	-	PUNCT
fis-3115	110	25	section	section	NOUN
fis-3115	110	26	specimens	specimen	NOUN
fis-3115	110	27	with	with	ADP
fis-3115	110	28	no	no	DET
fis-3115	110	29	reinforcement	reinforcement	NOUN
fis-3115	110	30	(	(	PUNCT
fis-3115	110	31	third	third	ADJ
fis-3115	110	32	series	series	NOUN
fis-3115	110	33	)	)	PUNCT
fis-3115	110	34	,	,	PUNCT
fis-3115	110	35	it	it	PRON
fis-3115	110	36	is	be	AUX
fis-3115	110	37	noted	note	VERB
fis-3115	110	38	that	that	SCONJ
fis-3115	110	39	ultimate	ultimate	ADJ
fis-3115	110	40	load	load	NOUN
fis-3115	110	41	increased	increase	VERB
fis-3115	110	42	from	from	ADP
fis-3115	110	43	34	34	NUM
fis-3115	110	44	%	%	NOUN
fis-3115	110	45	to	to	PART
fis-3115	110	46	69	69	NUM
fis-3115	110	47	%	%	NOUN
fis-3115	110	48	.	.	PUNCT
fis-3115	111	1	the	the	DET
fis-3115	111	2	fourth	fourth	ADJ
fis-3115	111	3	series	series	NOUN
fis-3115	111	4	specimens	specimen	VERB
fis-3115	111	5	with	with	ADP
fis-3115	111	6	transverse	transverse	NOUN
fis-3115	111	7	links	link	NOUN
fis-3115	111	8	show	show	VERB
fis-3115	111	9	a	a	PRON
fis-3115	111	10	i	i	NOUN
fis-3115	111	11	-	-	PUNCT
fis-3115	111	12	shaped	shape	VERB
fis-3115	111	13	empty	empty	ADJ
fis-3115	111	14	i	i	PRON
fis-3115	111	15	-	-	PUNCT
fis-3115	111	16	shaped	shape	VERB
fis-3115	111	17	empty	empty	ADJ
fis-3115	111	18	with	with	ADP
fis-3115	111	19	transversal	transversal	ADJ
fis-3115	111	20	links	link	NOUN
fis-3115	111	21	concrete	concrete	ADJ
fis-3115	111	22	filled	fill	VERB
fis-3115	111	23	,	,	PUNCT
fis-3115	111	24	i	i	PRON
fis-3115	111	25	-	-	PUNCT
fis-3115	111	26	form	form	NOUN
fis-3115	111	27	with	with	ADP
fis-3115	111	28	and	and	CCONJ
fis-3115	111	29	without	without	ADP
fis-3115	111	30	links	link	NOUN
fis-3115	111	31	empty	empty	ADJ
fis-3115	111	32	and	and	CCONJ
fis-3115	111	33	concrete	concrete	ADJ
fis-3115	111	34	filled	fill	VERB
fis-3115	111	35	,	,	PUNCT
fis-3115	111	36	rectangular	rectangular	ADJ
fis-3115	111	37	shape	shape	NOUN
fis-3115	111	38	a.	a.	NOUN
fis-3115	111	39	bouaricha	bouaricha	PROPN
fis-3115	111	40	et	et	PROPN
fis-3115	111	41	alii	alii	PROPN
fis-3115	111	42	,	,	PUNCT
fis-3115	111	43	frattura	frattura	PROPN
fis-3115	111	44	ed	ed	PROPN
fis-3115	111	45	integrità	integrità	PROPN
fis-3115	111	46	strutturale	strutturale	PROPN
fis-3115	111	47	,	,	PUNCT
fis-3115	111	48	58	58	NUM
fis-3115	111	49	(	(	PUNCT
fis-3115	111	50	2021	2021	NUM
fis-3115	111	51	)	)	PUNCT
fis-3115	111	52	77	77	NUM
fis-3115	111	53	-	-	SYM
fis-3115	111	54	85	85	NUM
fis-3115	111	55	;	;	PUNCT
fis-3115	111	56	doi	doi	NOUN
fis-3115	111	57	:	:	PUNCT
fis-3115	111	58	10.3221	10.3221	NUM
fis-3115	111	59	/	/	SYM
fis-3115	111	60	igf	igf	PROPN
fis-3115	111	61	-	-	PROPN
fis-3115	111	62	esis.58.06	esis.58.06	PROPN
fis-3115	111	63	81	81	NUM
fis-3115	111	64	an	an	DET
fis-3115	111	65	increase	increase	NOUN
fis-3115	111	66	in	in	ADP
fis-3115	111	67	ultimate	ultimate	ADJ
fis-3115	111	68	load	load	NOUN
fis-3115	111	69	from	from	ADP
fis-3115	111	70	116.4	116.4	NUM
fis-3115	111	71	%	%	NOUN
fis-3115	111	72	to	to	ADP
fis-3115	111	73	136	136	NUM
fis-3115	111	74	%	%	NOUN
fis-3115	111	75	.	.	PUNCT
fis-3115	112	1	this	this	PRON
fis-3115	112	2	reflects	reflect	VERB
fis-3115	112	3	the	the	DET
fis-3115	112	4	advantage	advantage	NOUN
fis-3115	112	5	of	of	ADP
fis-3115	112	6	short	short	ADJ
fis-3115	112	7	steel	steel	NOUN
fis-3115	112	8	columns	column	NOUN
fis-3115	112	9	filled	fill	VERB
fis-3115	112	10	with	with	ADP
fis-3115	112	11	concrete	concrete	NOUN
fis-3115	112	12	.	.	PUNCT
fis-3115	113	1	more	more	ADJ
fis-3115	113	2	the	the	DET
fis-3115	113	3	transversal	transversal	ADJ
fis-3115	113	4	links	link	NOUN
fis-3115	113	5	welded	weld	VERB
fis-3115	113	6	at	at	ADP
fis-3115	113	7	the	the	DET
fis-3115	113	8	butt	butt	NOUN
fis-3115	113	9	of	of	ADP
fis-3115	113	10	the	the	DET
fis-3115	113	11	footings	footing	NOUN
fis-3115	113	12	and	and	CCONJ
fis-3115	113	13	spaced	space	VERB
fis-3115	113	14	100	100	NUM
fis-3115	113	15	mm	mm	NOUN
fis-3115	113	16	apart	apart	ADV
fis-3115	113	17	can	can	AUX
fis-3115	113	18	improve	improve	VERB
fis-3115	113	19	the	the	DET
fis-3115	113	20	axial	axial	ADJ
fis-3115	113	21	load	load	NOUN
fis-3115	113	22	capacity	capacity	NOUN
fis-3115	113	23	by	by	ADP
fis-3115	113	24	40	40	NUM
fis-3115	113	25	%	%	NOUN
fis-3115	113	26	to	to	ADP
fis-3115	113	27	61.4	61.4	NUM
fis-3115	113	28	%	%	NOUN
fis-3115	113	29	compared	compare	VERB
fis-3115	113	30	to	to	ADP
fis-3115	113	31	the	the	DET
fis-3115	113	32	i	i	NOUN
fis-3115	113	33	-	-	PUNCT
fis-3115	113	34	shaped	shape	VERB
fis-3115	113	35	section	section	NOUN
fis-3115	113	36	specimens	specimen	NOUN
fis-3115	113	37	not	not	PART
fis-3115	113	38	reinforced	reinforce	VERB
fis-3115	113	39	.	.	PUNCT
fis-3115	114	1	also	also	ADV
fis-3115	114	2	,	,	PUNCT
fis-3115	114	3	an	an	DET
fis-3115	114	4	increase	increase	NOUN
fis-3115	114	5	of	of	ADP
fis-3115	114	6	130	130	NUM
fis-3115	114	7	%	%	NOUN
fis-3115	114	8	to	to	ADP
fis-3115	114	9	153.4	153.4	NUM
fis-3115	114	10	%	%	NOUN
fis-3115	114	11	for	for	ADP
fis-3115	114	12	the	the	DET
fis-3115	114	13	ultimate	ultimate	ADJ
fis-3115	114	14	loads	load	NOUN
fis-3115	114	15	of	of	ADP
fis-3115	114	16	the	the	DET
fis-3115	114	17	5th	5th	ADJ
fis-3115	114	18	series	series	NOUN
fis-3115	114	19	rectangular	rectangular	ADJ
fis-3115	114	20	hollow	hollow	ADJ
fis-3115	114	21	concrete	concrete	NOUN
fis-3115	114	22	-	-	PUNCT
fis-3115	114	23	filled	fill	VERB
fis-3115	114	24	specimens	specimen	NOUN
fis-3115	114	25	is	be	AUX
fis-3115	114	26	observed	observe	VERB
fis-3115	114	27	compared	compare	VERB
fis-3115	114	28	to	to	ADP
fis-3115	114	29	the	the	DET
fis-3115	114	30	empty	empty	ADJ
fis-3115	114	31	ones	one	NOUN
fis-3115	114	32	(	(	PUNCT
fis-3115	114	33	series	series	NOUN
fis-3115	114	34	2	2	NUM
fis-3115	114	35	)	)	PUNCT
fis-3115	114	36	.	.	PUNCT
fis-3115	115	1	the	the	DET
fis-3115	115	2	concrete	concrete	ADJ
fis-3115	115	3	containment	containment	NOUN
fis-3115	115	4	between	between	ADP
fis-3115	115	5	the	the	DET
fis-3115	115	6	steel	steel	NOUN
fis-3115	115	7	walls	wall	NOUN
fis-3115	115	8	of	of	ADP
fis-3115	115	9	the	the	DET
fis-3115	115	10	hollow	hollow	ADJ
fis-3115	115	11	section	section	NOUN
fis-3115	115	12	gives	give	VERB
fis-3115	115	13	the	the	DET
fis-3115	115	14	highest	high	ADJ
fis-3115	115	15	load	load	NOUN
fis-3115	115	16	ratio	ratio	NOUN
fis-3115	115	17	.	.	PUNCT
fis-3115	116	1	test	test	NOUN
fis-3115	116	2	series	series	PROPN
fis-3115	116	3	specimen	speciman	NOUN
fis-3115	116	4	labels	label	VERB
fis-3115	116	5	column	column	NOUN
fis-3115	116	6	length	length	NOUN
fis-3115	116	7	(	(	PUNCT
fis-3115	116	8	mm	mm	NOUN
fis-3115	116	9	)	)	PUNCT
fis-3115	116	10	width	width	ADJ
fis-3115	116	11	-	-	PUNCT
fis-3115	116	12	tothickness	tothickness	NOUN
fis-3115	116	13	ratio	ratio	NOUN
fis-3115	116	14	:	:	PUNCT
fis-3115	116	15	b	b	X
fis-3115	116	16	/	/	SYM
fis-3115	116	17	t	t	PROPN
fis-3115	116	18	exp	exp	NOUN
fis-3115	116	19	.	.	PUNCT
fis-3115	117	1	ult	ult	PROPN
fis-3115	117	2	.	.	PUNCT
fis-3115	118	1	strength	strength	PROPN
fis-3115	118	2	nue	nue	PROPN
fis-3115	119	1	(	(	PUNCT
fis-3115	119	2	kn	kn	PROPN
fis-3115	119	3	)	)	PUNCT
fis-3115	119	4	nue	nue	PROPN
fis-3115	119	5	/	/	SYM
fis-3115	119	6	nuc	nuc	PROPN
fis-3115	119	7	series	series	NOUN
fis-3115	119	8	1	1	NUM
fis-3115	119	9	(	(	PUNCT
fis-3115	119	10	empty	empty	ADJ
fis-3115	119	11	isection	isection	NOUN
fis-3115	119	12	columns	column	NOUN
fis-3115	119	13	)	)	PUNCT
fis-3115	119	14	c1	c1	NOUN
fis-3115	119	15	200	200	NUM
fis-3115	119	16	17.5	17.5	NUM
fis-3115	119	17	190.89	190.89	NUM
fis-3115	119	18	0.87	0.87	NUM
fis-3115	119	19	c2	c2	PROPN
fis-3115	119	20	300	300	NUM
fis-3115	119	21	17.5	17.5	NUM
fis-3115	119	22	192.85	192.85	NUM
fis-3115	119	23	0.86	0.86	NUM
fis-3115	119	24	c3	c3	NOUN
fis-3115	119	25	400	400	NUM
fis-3115	119	26	17.5	17.5	NUM
fis-3115	119	27	188.25	188.25	NUM
fis-3115	119	28	0.88	0.88	NUM
fis-3115	119	29	c4	c4	NOUN
fis-3115	119	30	500	500	NUM
fis-3115	119	31	17.5	17.5	NUM
fis-3115	119	32	181.32	181.32	NUM
fis-3115	119	33	0.90	0.90	NUM
fis-3115	119	34	series	series	NOUN
fis-3115	119	35	2	2	NUM
fis-3115	119	36	(	(	PUNCT
fis-3115	119	37	empty	empty	ADJ
fis-3115	119	38	rectangular	rectangular	ADJ
fis-3115	119	39	section	section	NOUN
fis-3115	119	40	columns	column	NOUN
fis-3115	119	41	)	)	PUNCT
fis-3115	119	42	c5	c5	PROPN
fis-3115	119	43	200	200	NUM
fis-3115	119	44	17.5	17.5	NUM
fis-3115	119	45	146.30	146.30	NUM
fis-3115	119	46	0.61	0.61	NUM
fis-3115	119	47	c6	c6	NOUN
fis-3115	119	48	300	300	NUM
fis-3115	119	49	17.5	17.5	NUM
fis-3115	119	50	137.10	137.10	NUM
fis-3115	119	51	0.57	0.57	NUM
fis-3115	119	52	c7	c7	PROPN
fis-3115	119	53	400	400	NUM
fis-3115	119	54	17.5	17.5	NUM
fis-3115	119	55	128.00	128.00	NUM
fis-3115	119	56	0.54	0.54	NUM
fis-3115	119	57	c8	c8	NOUN
fis-3115	119	58	500	500	NUM
fis-3115	119	59	17.5	17.5	NUM
fis-3115	119	60	118.70	118.70	NUM
fis-3115	119	61	0.50	0.50	NUM
fis-3115	119	62	series	series	NOUN
fis-3115	119	63	3	3	NUM
fis-3115	119	64	(	(	PUNCT
fis-3115	119	65	mixed	mix	VERB
fis-3115	119	66	i	i	PROPN
fis-3115	119	67	-	-	PUNCT
fis-3115	119	68	section	section	NOUN
fis-3115	119	69	columns	column	NOUN
fis-3115	119	70	)	)	PUNCT
fis-3115	119	71	c9	c9	NOUN
fis-3115	119	72	200	200	NUM
fis-3115	119	73	17.5	17.5	NUM
fis-3115	119	74	280.00	280.00	NUM
fis-3115	119	75	0.93	0.93	NUM
fis-3115	119	76	c10	c10	VERB
fis-3115	119	77	300	300	NUM
fis-3115	119	78	17.5	17.5	NUM
fis-3115	119	79	258.00	258.00	NUM
fis-3115	119	80	0.88	0.88	NUM
fis-3115	119	81	c11	c11	NOUN
fis-3115	119	82	400	400	NUM
fis-3115	119	83	17.5	17.5	NUM
fis-3115	119	84	238.00	238.00	NUM
fis-3115	119	85	0.82	0.82	NUM
fis-3115	119	86	c12	c12	NOUN
fis-3115	119	87	500	500	NUM
fis-3115	119	88	17.5	17.5	NUM
fis-3115	119	89	220.00	220.00	NUM
fis-3115	119	90	0.75	0.75	NUM
fis-3115	119	91	series	series	NOUN
fis-3115	119	92	4	4	NUM
fis-3115	119	93	(	(	PUNCT
fis-3115	119	94	mixed	mixed	ADJ
fis-3115	119	95	i	i	PROPN
fis-3115	119	96	-	-	PUNCT
fis-3115	119	97	section	section	NOUN
fis-3115	119	98	columns	column	NOUN
fis-3115	119	99	with	with	ADP
fis-3115	119	100	horizontal	horizontal	ADJ
fis-3115	119	101	link	link	NOUN
fis-3115	119	102	)	)	PUNCT
fis-3115	119	103	c13	c13	VERB
fis-3115	119	104	200	200	NUM
fis-3115	119	105	17.5	17.5	NUM
fis-3115	119	106	392.00	392.00	NUM
fis-3115	119	107	1.26	1.26	NUM
fis-3115	119	108	c14	c14	NOUN
fis-3115	119	109	300	300	NUM
fis-3115	119	110	17.5	17.5	NUM
fis-3115	119	111	375.00	375.00	NUM
fis-3115	119	112	1.17	1.17	NUM
fis-3115	119	113	c15	c15	NOUN
fis-3115	119	114	400	400	NUM
fis-3115	119	115	17.5	17.5	NUM
fis-3115	119	116	363.00	363.00	NUM
fis-3115	119	117	1.09	1.09	NUM
fis-3115	119	118	c16	c16	NOUN
fis-3115	119	119	500	500	NUM
fis-3115	119	120	17.5	17.5	NUM
fis-3115	119	121	355.00	355.00	NUM
fis-3115	119	122	1.10	1.10	NUM
fis-3115	119	123	series	series	NOUN
fis-3115	119	124	5	5	NUM
fis-3115	119	125	(	(	PUNCT
fis-3115	119	126	mixed	mixed	ADJ
fis-3115	119	127	rectangular	rectangular	ADJ
fis-3115	119	128	section	section	NOUN
fis-3115	119	129	columns	column	NOUN
fis-3115	119	130	)	)	PUNCT
fis-3115	119	131	c17	c17	NOUN
fis-3115	119	132	200	200	NUM
fis-3115	119	133	17.5	17.5	NUM
fis-3115	119	134	336.11	336.11	NUM
fis-3115	119	135	1.02	1.02	NUM
fis-3115	119	136	c18	c18	NOUN
fis-3115	119	137	300	300	NUM
fis-3115	119	138	17.5	17.5	NUM
fis-3115	119	139	320.00	320.00	NUM
fis-3115	119	140	0.97	0.97	NUM
fis-3115	119	141	c19	c19	NOUN
fis-3115	119	142	400	400	NUM
fis-3115	119	143	17.5	17.5	NUM
fis-3115	119	144	309.10	309.10	NUM
fis-3115	119	145	0.94	0.94	NUM
fis-3115	119	146	c20	c20	NOUN
fis-3115	119	147	500	500	NUM
fis-3115	119	148	17.5	17.5	NUM
fis-3115	119	149	300.84	300.84	NUM
fis-3115	119	150	0.91	0.91	NUM
fis-3115	119	151	table	table	NOUN
fis-3115	119	152	2	2	NUM
fis-3115	119	153	:	:	PUNCT
fis-3115	119	154	experimental	experimental	ADJ
fis-3115	119	155	results	result	NOUN
fis-3115	119	156	of	of	ADP
fis-3115	119	157	empty	empty	ADJ
fis-3115	119	158	steel	steel	NOUN
fis-3115	119	159	and	and	CCONJ
fis-3115	119	160	composite	composite	ADJ
fis-3115	119	161	columns	column	NOUN
fis-3115	119	162	.	.	PUNCT
fis-3115	120	1	figure	figure	VERB
fis-3115	120	2	3	3	NUM
fis-3115	120	3	:	:	PUNCT
fis-3115	120	4	experimental	experimental	ADJ
fis-3115	120	5	ultimate	ultimate	ADJ
fis-3115	120	6	load	load	NOUN
fis-3115	120	7	(	(	PUNCT
fis-3115	120	8	nue	nue	NOUN
fis-3115	120	9	)	)	PUNCT
fis-3115	120	10	of	of	ADP
fis-3115	120	11	empty	empty	ADJ
fis-3115	120	12	steel	steel	NOUN
fis-3115	120	13	columns	column	NOUN
fis-3115	120	14	.	.	PUNCT
fis-3115	121	1	a.	a.	PROPN
fis-3115	121	2	bouaricha	bouaricha	PROPN
fis-3115	121	3	et	et	PROPN
fis-3115	121	4	alii	alii	PROPN
fis-3115	121	5	,	,	PUNCT
fis-3115	121	6	frattura	frattura	PROPN
fis-3115	121	7	ed	ed	PROPN
fis-3115	121	8	integrità	integrità	PROPN
fis-3115	121	9	strutturale	strutturale	PROPN
fis-3115	121	10	,	,	PUNCT
fis-3115	121	11	58	58	NUM
fis-3115	121	12	(	(	PUNCT
fis-3115	121	13	2021	2021	NUM
fis-3115	121	14	)	)	PUNCT
fis-3115	121	15	77	77	NUM
fis-3115	121	16	-	-	SYM
fis-3115	121	17	85	85	NUM
fis-3115	121	18	;	;	PUNCT
fis-3115	121	19	doi	doi	NOUN
fis-3115	121	20	:	:	PUNCT
fis-3115	121	21	10.3221	10.3221	NUM
fis-3115	121	22	/	/	SYM
fis-3115	121	23	igf	igf	PROPN
fis-3115	121	24	-	-	PROPN
fis-3115	121	25	esis.58.06	esis.58.06	ADV
fis-3115	121	26	82	82	NUM
fis-3115	121	27	figure	figure	NOUN
fis-3115	121	28	4	4	NUM
fis-3115	121	29	:	:	PUNCT
fis-3115	121	30	experimental	experimental	ADJ
fis-3115	121	31	ultimate	ultimate	ADJ
fis-3115	121	32	load	load	NOUN
fis-3115	121	33	(	(	PUNCT
fis-3115	121	34	nue	nue	NOUN
fis-3115	121	35	)	)	PUNCT
fis-3115	121	36	of	of	ADP
fis-3115	121	37	composite	composite	ADJ
fis-3115	121	38	columns	column	NOUN
fis-3115	121	39	.	.	PUNCT
fis-3115	122	1	figure	figure	VERB
fis-3115	122	2	5	5	NUM
fis-3115	122	3	:	:	PUNCT
fis-3115	122	4	strength	strength	NOUN
fis-3115	122	5	gain	gain	NOUN
fis-3115	122	6	for	for	ADP
fis-3115	122	7	cross	cross	ADJ
fis-3115	122	8	-	-	ADJ
fis-3115	122	9	section	section	ADJ
fis-3115	122	10	types	type	NOUN
fis-3115	122	11	.	.	PUNCT
fis-3115	123	1	according	accord	VERB
fis-3115	123	2	to	to	ADP
fis-3115	123	3	ec4	ec4	PROPN
fis-3115	123	4	,	,	PUNCT
fis-3115	123	5	the	the	DET
fis-3115	123	6	concrete	concrete	ADJ
fis-3115	123	7	contribution	contribution	NOUN
fis-3115	123	8	ratio	ratio	NOUN
fis-3115	123	9	(	(	PUNCT
fis-3115	123	10	ccr	ccr	PROPN
fis-3115	123	11	)	)	PUNCT
fis-3115	123	12	is	be	AUX
fis-3115	123	13	the	the	DET
fis-3115	123	14	experimental	experimental	ADJ
fis-3115	123	15	ultimate	ultimate	ADJ
fis-3115	123	16	load	load	NOUN
fis-3115	123	17	(	(	PUNCT
fis-3115	123	18	nue	nue	NOUN
fis-3115	123	19	)	)	PUNCT
fis-3115	123	20	divided	divide	VERB
fis-3115	123	21	by	by	ADP
fis-3115	123	22	the	the	DET
fis-3115	123	23	yield	yield	NOUN
fis-3115	123	24	strength	strength	NOUN
fis-3115	123	25	(	(	PUNCT
fis-3115	123	26	fy	fy	PROPN
fis-3115	123	27	)	)	PUNCT
fis-3115	123	28	of	of	ADP
fis-3115	123	29	steel	steel	NOUN
fis-3115	123	30	and	and	CCONJ
fis-3115	123	31	the	the	DET
fis-3115	123	32	effective	effective	ADJ
fis-3115	123	33	cross	cross	ADJ
fis-3115	123	34	-	-	ADJ
fis-3115	123	35	sectional	sectional	ADJ
fis-3115	123	36	area	area	NOUN
fis-3115	123	37	that	that	PRON
fis-3115	123	38	considers	consider	VERB
fis-3115	123	39	the	the	DET
fis-3115	123	40	local	local	ADJ
fis-3115	123	41	buckling	buckling	NOUN
fis-3115	123	42	of	of	ADP
fis-3115	123	43	the	the	DET
fis-3115	123	44	steel	steel	NOUN
fis-3115	123	45	tube	tube	NOUN
fis-3115	123	46	(	(	PUNCT
fis-3115	123	47	as.eff	as.eff	PROPN
fis-3115	123	48	)	)	PUNCT
fis-3115	123	49	.	.	PUNCT
fis-3115	124	1	fig	fig	NOUN
fis-3115	124	2	.	.	PUNCT
fis-3115	125	1	6	6	NUM
fis-3115	125	2	shows	show	VERB
fis-3115	125	3	the	the	DET
fis-3115	125	4	ccr	ccr	PROPN
fis-3115	125	5	of	of	ADP
fis-3115	125	6	the	the	DET
fis-3115	125	7	three	three	NUM
fis-3115	125	8	composite	composite	ADJ
fis-3115	125	9	column	column	NOUN
fis-3115	125	10	series	series	NOUN
fis-3115	125	11	.	.	PUNCT
fis-3115	126	1	the	the	DET
fis-3115	126	2	results	result	NOUN
fis-3115	126	3	show	show	VERB
fis-3115	126	4	that	that	SCONJ
fis-3115	126	5	the	the	DET
fis-3115	126	6	i	i	ADV
fis-3115	126	7	-	-	PUNCT
fis-3115	126	8	shaped	shape	VERB
fis-3115	126	9	cross	cross	NOUN
fis-3115	126	10	-	-	NOUN
fis-3115	126	11	section	section	NOUN
fis-3115	126	12	with	with	ADP
fis-3115	126	13	horizontal	horizontal	ADJ
fis-3115	126	14	links	link	NOUN
fis-3115	126	15	partially	partially	ADV
fis-3115	126	16	encased	encased	ADJ
fis-3115	126	17	has	have	VERB
fis-3115	126	18	a	a	DET
fis-3115	126	19	greater	great	ADJ
fis-3115	126	20	positive	positive	ADJ
fis-3115	126	21	influence	influence	NOUN
fis-3115	126	22	on	on	ADP
fis-3115	126	23	concrete	concrete	ADJ
fis-3115	126	24	filling	filling	NOUN
fis-3115	126	25	than	than	ADP
fis-3115	126	26	the	the	DET
fis-3115	126	27	rectangular	rectangular	ADJ
fis-3115	126	28	and	and	CCONJ
fis-3115	126	29	i	i	PRON
fis-3115	126	30	-	-	PUNCT
fis-3115	126	31	shaped	shape	VERB
fis-3115	126	32	without	without	ADP
fis-3115	126	33	horizontal	horizontal	ADJ
fis-3115	126	34	links	link	NOUN
fis-3115	126	35	sections	section	NOUN
fis-3115	126	36	.	.	PUNCT
fis-3115	127	1	that	that	PRON
fis-3115	127	2	confirmed	confirm	VERB
fis-3115	127	3	the	the	DET
fis-3115	127	4	tendency	tendency	NOUN
fis-3115	127	5	observed	observe	VERB
fis-3115	127	6	for	for	ADP
fis-3115	127	7	the	the	DET
fis-3115	127	8	experimental	experimental	ADJ
fis-3115	127	9	ultimate	ultimate	ADJ
fis-3115	127	10	load	load	NOUN
fis-3115	127	11	of	of	ADP
fis-3115	127	12	the	the	DET
fis-3115	127	13	series	series	NOUN
fis-3115	127	14	4	4	NUM
fis-3115	127	15	composite	composite	ADJ
fis-3115	127	16	columns	column	NOUN
fis-3115	127	17	.	.	PUNCT
fis-3115	128	1	the	the	DET
fis-3115	128	2	experimental	experimental	ADJ
fis-3115	128	3	ultimate	ultimate	ADJ
fis-3115	128	4	loads	load	NOUN
fis-3115	128	5	are	be	AUX
fis-3115	128	6	compared	compare	VERB
fis-3115	128	7	to	to	ADP
fis-3115	128	8	those	those	PRON
fis-3115	128	9	given	give	VERB
fis-3115	128	10	by	by	ADP
fis-3115	128	11	the	the	DET
fis-3115	128	12	prediction	prediction	NOUN
fis-3115	128	13	of	of	ADP
fis-3115	128	14	ec3	ec3	NOUN
fis-3115	128	15	regulation	regulation	NOUN
fis-3115	128	16	for	for	ADP
fis-3115	128	17	empty	empty	ADJ
fis-3115	128	18	steel	steel	NOUN
fis-3115	128	19	columns	column	NOUN
fis-3115	128	20	and	and	CCONJ
fis-3115	128	21	ec	ec	PROPN
fis-3115	128	22	4	4	NUM
fis-3115	128	23	for	for	ADP
fis-3115	128	24	mixed	mixed	ADJ
fis-3115	128	25	columns	column	NOUN
fis-3115	128	26	.	.	PUNCT
fis-3115	129	1	the	the	DET
fis-3115	129	2	results	result	NOUN
fis-3115	129	3	presented	present	VERB
fis-3115	129	4	in	in	ADP
fis-3115	129	5	fig	fig	NOUN
fis-3115	129	6	.	.	PUNCT
fis-3115	130	1	7	7	NUM
fis-3115	130	2	showing	show	VERB
fis-3115	130	3	clearly	clearly	ADV
fis-3115	130	4	the	the	DET
fis-3115	130	5	experimentally	experimentally	ADV
fis-3115	130	6	obtained	obtain	VERB
fis-3115	130	7	load	load	NOUN
fis-3115	130	8	capacity	capacity	NOUN
fis-3115	130	9	of	of	ADP
fis-3115	130	10	empty	empty	ADJ
fis-3115	130	11	steel	steel	NOUN
fis-3115	130	12	columns	column	NOUN
fis-3115	130	13	is	be	AUX
fis-3115	130	14	lower	low	ADJ
fis-3115	130	15	than	than	SCONJ
fis-3115	130	16	predicted	predict	VERB
fis-3115	130	17	by	by	ADP
fis-3115	130	18	ec3	ec3	PROPN
fis-3115	130	19	.	.	PUNCT
fis-3115	131	1	although	although	SCONJ
fis-3115	131	2	short	short	ADJ
fis-3115	131	3	column	column	NOUN
fis-3115	131	4	experimental	experimental	ADJ
fis-3115	131	5	loads	load	NOUN
fis-3115	131	6	have	have	AUX
fis-3115	131	7	expected	expect	VERB
fis-3115	131	8	to	to	PART
fis-3115	131	9	be	be	AUX
fis-3115	131	10	close	close	ADJ
fis-3115	131	11	to	to	ADP
fis-3115	131	12	those	those	PRON
fis-3115	131	13	calculated	calculate	VERB
fis-3115	131	14	according	accord	VERB
fis-3115	131	15	to	to	ADP
fis-3115	131	16	ec3	ec3	PROPN
fis-3115	131	17	,	,	PUNCT
fis-3115	131	18	the	the	DET
fis-3115	131	19	experimental	experimental	ADJ
fis-3115	131	20	results	result	NOUN
fis-3115	131	21	gave	give	VERB
fis-3115	131	22	lower	low	ADJ
fis-3115	131	23	loads	load	NOUN
fis-3115	131	24	for	for	ADP
fis-3115	131	25	empty	empty	ADJ
fis-3115	131	26	columns	column	NOUN
fis-3115	131	27	due	due	ADP
fis-3115	131	28	to	to	ADP
fis-3115	131	29	premature	premature	ADJ
fis-3115	131	30	buckling	buckling	NOUN
fis-3115	131	31	.	.	PUNCT
fis-3115	132	1	the	the	DET
fis-3115	132	2	error	error	NOUN
fis-3115	132	3	of	of	ADP
fis-3115	132	4	predicting	predict	VERB
fis-3115	132	5	the	the	DET
fis-3115	132	6	axial	axial	ADJ
fis-3115	132	7	capacity	capacity	NOUN
fis-3115	132	8	of	of	ADP
fis-3115	132	9	the	the	DET
fis-3115	132	10	composite	composite	ADJ
fis-3115	132	11	column	column	NOUN
fis-3115	132	12	is	be	AUX
fis-3115	132	13	shown	show	VERB
fis-3115	132	14	in	in	ADP
fis-3115	132	15	fig	fig	NOUN
fis-3115	132	16	.	.	PUNCT
fis-3115	133	1	8	8	X
fis-3115	133	2	.	.	PUNCT
fis-3115	134	1	it	it	PRON
fis-3115	134	2	can	can	AUX
fis-3115	134	3	be	be	AUX
fis-3115	134	4	observed	observe	VERB
fis-3115	134	5	that	that	SCONJ
fis-3115	134	6	ec4	ec4	PROPN
fis-3115	134	7	is	be	AUX
fis-3115	134	8	not	not	PART
fis-3115	134	9	conservative	conservative	ADJ
fis-3115	134	10	where	where	SCONJ
fis-3115	134	11	the	the	DET
fis-3115	134	12	error	error	NOUN
fis-3115	134	13	obtained	obtain	VERB
fis-3115	134	14	with	with	ADP
fis-3115	134	15	respect	respect	NOUN
fis-3115	134	16	to	to	ADP
fis-3115	134	17	the	the	DET
fis-3115	134	18	experimental	experimental	ADJ
fis-3115	134	19	load	load	NOUN
fis-3115	134	20	values	value	NOUN
fis-3115	134	21	varies	vary	VERB
fis-3115	134	22	from	from	ADP
fis-3115	134	23	0.93	0.93	NUM
fis-3115	134	24	to	to	ADP
fis-3115	134	25	0.75	0.75	NUM
fis-3115	134	26	.	.	PUNCT
fis-3115	135	1	the	the	DET
fis-3115	135	2	same	same	ADJ
fis-3115	135	3	observation	observation	NOUN
fis-3115	135	4	was	be	AUX
fis-3115	135	5	noted	note	VERB
fis-3115	135	6	for	for	ADP
fis-3115	135	7	rectangular	rectangular	ADJ
fis-3115	135	8	section	section	NOUN
fis-3115	135	9	specimens	specimen	NOUN
fis-3115	135	10	of	of	ADP
fis-3115	135	11	heights	height	NOUN
fis-3115	135	12	of	of	ADP
fis-3115	135	13	500	500	NUM
fis-3115	135	14	mm	mm	NOUN
fis-3115	135	15	,	,	PUNCT
fis-3115	135	16	400	400	NUM
fis-3115	135	17	mm	mm	NOUN
fis-3115	135	18	and	and	CCONJ
fis-3115	135	19	300	300	NUM
fis-3115	135	20	mm	mm	NOUN
fis-3115	135	21	with	with	ADP
fis-3115	135	22	an	an	DET
fis-3115	135	23	error	error	NOUN
fis-3115	135	24	varying	vary	VERB
fis-3115	135	25	from	from	ADP
fis-3115	135	26	0.91	0.91	NUM
fis-3115	135	27	to	to	ADP
fis-3115	135	28	0.97	0.97	NUM
fis-3115	135	29	.	.	PUNCT
fis-3115	136	1	but	but	CCONJ
fis-3115	136	2	ec4	ec4	PROPN
fis-3115	136	3	is	be	AUX
fis-3115	136	4	conservative	conservative	ADJ
fis-3115	136	5	for	for	ADP
fis-3115	136	6	rectangular	rectangular	ADJ
fis-3115	136	7	section	section	NOUN
fis-3115	136	8	specimen	speciman	NOUN
fis-3115	136	9	of	of	ADP
fis-3115	136	10	height	height	NOUN
fis-3115	136	11	200	200	NUM
fis-3115	136	12	mm	mm	NOUN
fis-3115	136	13	.	.	PUNCT
fis-3115	137	1	ec4	ec4	PROPN
fis-3115	137	2	estimates	estimate	VERB
fis-3115	137	3	safer	safe	ADJ
fis-3115	137	4	predictions	prediction	NOUN
fis-3115	137	5	with	with	ADP
fis-3115	137	6	an	an	DET
fis-3115	137	7	error	error	NOUN
fis-3115	137	8	varying	vary	VERB
fis-3115	137	9	from	from	ADP
fis-3115	137	10	1.10	1.10	NUM
fis-3115	137	11	to	to	ADP
fis-3115	137	12	1.17	1.17	NUM
fis-3115	137	13	for	for	ADP
fis-3115	137	14	i	i	PRON
fis-3115	137	15	-	-	PUNCT
fis-3115	137	16	shaped	shape	VERB
fis-3115	137	17	specimens	specimen	NOUN
fis-3115	137	18	reinforced	reinforce	VERB
fis-3115	137	19	with	with	ADP
fis-3115	137	20	horizontal	horizontal	ADJ
fis-3115	137	21	links	link	NOUN
fis-3115	137	22	.	.	PUNCT
fis-3115	138	1	from	from	ADP
fis-3115	138	2	the	the	DET
fis-3115	138	3	results	result	NOUN
fis-3115	138	4	of	of	ADP
fis-3115	138	5	tests	test	NOUN
fis-3115	138	6	obtained	obtain	VERB
fis-3115	138	7	on	on	ADP
fis-3115	138	8	short	short	ADJ
fis-3115	138	9	thin	thin	ADJ
fis-3115	138	10	-	-	PUNCT
fis-3115	138	11	walled	walled	ADJ
fis-3115	138	12	empty	empty	ADJ
fis-3115	138	13	and	and	CCONJ
fis-3115	138	14	concrete	concrete	ADV
fis-3115	138	15	-	-	PUNCT
fis-3115	138	16	filled	fill	VERB
fis-3115	138	17	cold	cold	ADJ
fis-3115	138	18	-	-	PUNCT
fis-3115	138	19	rolled	roll	VERB
fis-3115	138	20	steel	steel	NOUN
fis-3115	138	21	columns	column	NOUN
fis-3115	138	22	under	under	ADP
fis-3115	138	23	uniaxial	uniaxial	ADJ
fis-3115	138	24	loading	loading	NOUN
fis-3115	138	25	,	,	PUNCT
fis-3115	138	26	it	it	PRON
fis-3115	138	27	should	should	AUX
fis-3115	138	28	be	be	AUX
fis-3115	138	29	noted	note	VERB
fis-3115	138	30	that	that	SCONJ
fis-3115	138	31	the	the	DET
fis-3115	138	32	instability	instability	NOUN
fis-3115	138	33	of	of	ADP
fis-3115	138	34	thin	thin	ADJ
fis-3115	138	35	-	-	PUNCT
fis-3115	138	36	walled	wall	VERB
fis-3115	138	37	local	local	ADJ
fis-3115	138	38	occurred	occur	VERB
fis-3115	138	39	at	at	ADP
fis-3115	138	40	all	all	DET
fis-3115	138	41	specimens	specimen	NOUN
fis-3115	138	42	with	with	ADP
fis-3115	138	43	low	low	ADJ
fis-3115	138	44	attenuation	attenuation	NOUN
fis-3115	138	45	for	for	ADP
fis-3115	138	46	composite	composite	ADJ
fis-3115	138	47	columns	column	NOUN
fis-3115	138	48	,	,	PUNCT
fis-3115	138	49	this	this	PRON
fis-3115	138	50	is	be	AUX
fis-3115	138	51	due	due	ADJ
fis-3115	138	52	to	to	ADP
fis-3115	138	53	lateral	lateral	ADJ
fis-3115	138	54	stiffness	stiffness	ADJ
fis-3115	138	55	contribution	contribution	NOUN
fis-3115	138	56	that	that	PRON
fis-3115	138	57	prevents	prevent	VERB
fis-3115	138	58	the	the	DET
fis-3115	138	59	specimens	specimen	NOUN
fis-3115	138	60	to	to	PART
fis-3115	138	61	produce	produce	VERB
fis-3115	138	62	large	large	ADJ
fis-3115	138	63	lateral	lateral	ADJ
fis-3115	138	64	a.	a.	NOUN
fis-3115	138	65	bouaricha	bouaricha	PROPN
fis-3115	138	66	et	et	PROPN
fis-3115	138	67	alii	alii	PROPN
fis-3115	138	68	,	,	PUNCT
fis-3115	138	69	frattura	frattura	PROPN
fis-3115	138	70	ed	ed	PROPN
fis-3115	138	71	integrità	integrità	PROPN
fis-3115	138	72	strutturale	strutturale	PROPN
fis-3115	138	73	,	,	PUNCT
fis-3115	138	74	58	58	NUM
fis-3115	138	75	(	(	PUNCT
fis-3115	138	76	2021	2021	NUM
fis-3115	138	77	)	)	PUNCT
fis-3115	138	78	77	77	NUM
fis-3115	138	79	-	-	SYM
fis-3115	138	80	85	85	NUM
fis-3115	138	81	;	;	PUNCT
fis-3115	138	82	doi	doi	NOUN
fis-3115	138	83	:	:	PUNCT
fis-3115	138	84	10.3221	10.3221	NUM
fis-3115	138	85	/	/	SYM
fis-3115	138	86	igf	igf	PROPN
fis-3115	138	87	-	-	ADJ
fis-3115	138	88	esis.58.06	esis.58.06	ADV
fis-3115	138	89	83	83	NUM
fis-3115	138	90	displacements	displacement	NOUN
fis-3115	138	91	and	and	CCONJ
fis-3115	138	92	therefore	therefore	ADV
fis-3115	138	93	lesser	less	ADJ
fis-3115	138	94	the	the	DET
fis-3115	138	95	local	local	ADJ
fis-3115	138	96	buckling	buckling	NOUN
fis-3115	138	97	.	.	PUNCT
fis-3115	139	1	also	also	ADV
fis-3115	139	2	,	,	PUNCT
fis-3115	139	3	the	the	DET
fis-3115	139	4	length	length	NOUN
fis-3115	139	5	of	of	ADP
fis-3115	139	6	the	the	DET
fis-3115	139	7	column	column	NOUN
fis-3115	139	8	has	have	VERB
fis-3115	139	9	a	a	DET
fis-3115	139	10	significant	significant	ADJ
fis-3115	139	11	effect	effect	NOUN
fis-3115	139	12	on	on	ADP
fis-3115	139	13	the	the	DET
fis-3115	139	14	local	local	ADJ
fis-3115	139	15	buckling	buckling	NOUN
fis-3115	139	16	.	.	PUNCT
fis-3115	140	1	the	the	DET
fis-3115	140	2	typical	typical	ADJ
fis-3115	140	3	failure	failure	NOUN
fis-3115	140	4	modes	mode	NOUN
fis-3115	140	5	for	for	ADP
fis-3115	140	6	the	the	DET
fis-3115	140	7	tested	test	VERB
fis-3115	140	8	partially	partially	ADV
fis-3115	140	9	encased	encase	VERB
fis-3115	140	10	columns	column	NOUN
fis-3115	140	11	are	be	AUX
fis-3115	140	12	by	by	ADP
fis-3115	140	13	fully	fully	ADV
fis-3115	140	14	or	or	CCONJ
fis-3115	140	15	partial	partial	ADJ
fis-3115	140	16	crushing	crushing	NOUN
fis-3115	140	17	of	of	ADP
fis-3115	140	18	concrete	concrete	NOUN
fis-3115	140	19	,	,	PUNCT
fis-3115	140	20	steel	steel	NOUN
fis-3115	140	21	web	web	NOUN
fis-3115	140	22	end	end	NOUN
fis-3115	140	23	flange	flange	NOUN
fis-3115	140	24	buckling	buckling	NOUN
fis-3115	140	25	outwards	outward	NOUN
fis-3115	140	26	and	and	CCONJ
fis-3115	140	27	inwards	inward	NOUN
fis-3115	140	28	,	,	PUNCT
fis-3115	140	29	with	with	ADP
fis-3115	140	30	steel	steel	NOUN
fis-3115	140	31	-	-	PUNCT
fis-3115	140	32	concrete	concrete	NOUN
fis-3115	140	33	separation	separation	NOUN
fis-3115	140	34	.	.	PUNCT
fis-3115	141	1	the	the	DET
fis-3115	141	2	composite	composite	ADJ
fis-3115	141	3	columns	column	NOUN
fis-3115	141	4	reinforced	reinforce	VERB
fis-3115	141	5	with	with	ADP
fis-3115	141	6	transversal	transversal	ADJ
fis-3115	141	7	links	link	NOUN
fis-3115	141	8	of	of	ADP
fis-3115	141	9	the	the	DET
fis-3115	141	10	4th	4th	ADJ
fis-3115	141	11	series	series	NOUN
fis-3115	141	12	have	have	VERB
fis-3115	141	13	a	a	DET
fis-3115	141	14	more	more	ADV
fis-3115	141	15	ductile	ductile	NOUN
fis-3115	141	16	mode	mode	NOUN
fis-3115	141	17	of	of	ADP
fis-3115	141	18	failure	failure	NOUN
fis-3115	141	19	than	than	ADP
fis-3115	141	20	the	the	DET
fis-3115	141	21	3rd	3rd	ADJ
fis-3115	141	22	series	series	NOUN
fis-3115	141	23	columns	column	NOUN
fis-3115	141	24	.	.	PUNCT
fis-3115	142	1	the	the	DET
fis-3115	142	2	horizontal	horizontal	ADJ
fis-3115	142	3	links	link	NOUN
fis-3115	142	4	prevented	prevent	VERB
fis-3115	142	5	concrete	concrete	ADJ
fis-3115	142	6	-	-	PUNCT
fis-3115	142	7	steel	steel	NOUN
fis-3115	142	8	separation	separation	NOUN
fis-3115	142	9	,	,	PUNCT
fis-3115	142	10	premature	premature	ADJ
fis-3115	142	11	concrete	concrete	ADJ
fis-3115	142	12	cracking	cracking	NOUN
fis-3115	142	13	and	and	CCONJ
fis-3115	142	14	minimized	minimized	ADJ
fis-3115	142	15	local	local	ADJ
fis-3115	142	16	buckling	buckling	NOUN
fis-3115	142	17	of	of	ADP
fis-3115	142	18	the	the	DET
fis-3115	142	19	specimen	speciman	NOUN
fis-3115	142	20	flanges	flange	VERB
fis-3115	142	21	(	(	PUNCT
fis-3115	142	22	fig	fig	NOUN
fis-3115	142	23	.	.	PUNCT
fis-3115	143	1	9	9	NUM
fis-3115	143	2	)	)	PUNCT
fis-3115	143	3	.	.	PUNCT
fis-3115	144	1	figure	figure	VERB
fis-3115	144	2	6	6	NUM
fis-3115	144	3	:	:	PUNCT
fis-3115	144	4	concrete	concrete	ADJ
fis-3115	144	5	contribution	contribution	NOUN
fis-3115	144	6	ratio	ratio	NOUN
fis-3115	144	7	(	(	PUNCT
fis-3115	144	8	ccr	ccr	PROPN
fis-3115	144	9	)	)	PUNCT
fis-3115	144	10	.	.	PUNCT
fis-3115	145	1	figure	figure	VERB
fis-3115	145	2	7	7	NUM
fis-3115	145	3	:	:	PUNCT
fis-3115	145	4	empty	empty	ADJ
fis-3115	145	5	columns	column	NOUN
fis-3115	145	6	load	load	VERB
fis-3115	145	7	ratio	ratio	NOUN
fis-3115	145	8	(	(	PUNCT
fis-3115	145	9	nue	nue	PROPN
fis-3115	145	10	/	/	SYM
fis-3115	145	11	nuc	nuc	PROPN
fis-3115	145	12	)	)	PUNCT
fis-3115	145	13	.	.	PUNCT
fis-3115	146	1	figure	figure	VERB
fis-3115	146	2	8	8	NUM
fis-3115	146	3	:	:	PUNCT
fis-3115	146	4	composite	composite	ADJ
fis-3115	146	5	columns	column	NOUN
fis-3115	146	6	load	load	VERB
fis-3115	146	7	ratio	ratio	NOUN
fis-3115	146	8	(	(	PUNCT
fis-3115	146	9	nue	nue	PROPN
fis-3115	146	10	/	/	SYM
fis-3115	146	11	nuc	nuc	PROPN
fis-3115	146	12	)	)	PUNCT
fis-3115	146	13	.	.	PUNCT
fis-3115	147	1	a.	a.	PROPN
fis-3115	147	2	bouaricha	bouaricha	PROPN
fis-3115	147	3	et	et	PROPN
fis-3115	147	4	alii	alii	PROPN
fis-3115	147	5	,	,	PUNCT
fis-3115	147	6	frattura	frattura	PROPN
fis-3115	147	7	ed	ed	PROPN
fis-3115	147	8	integrità	integrità	PROPN
fis-3115	147	9	strutturale	strutturale	PROPN
fis-3115	147	10	,	,	PUNCT
fis-3115	147	11	58	58	NUM
fis-3115	147	12	(	(	PUNCT
fis-3115	147	13	2021	2021	NUM
fis-3115	147	14	)	)	PUNCT
fis-3115	147	15	77	77	NUM
fis-3115	147	16	-	-	SYM
fis-3115	147	17	85	85	NUM
fis-3115	147	18	;	;	PUNCT
fis-3115	147	19	doi	doi	NOUN
fis-3115	147	20	:	:	PUNCT
fis-3115	147	21	10.3221	10.3221	NUM
fis-3115	147	22	/	/	SYM
fis-3115	147	23	igf	igf	PROPN
fis-3115	147	24	-	-	PROPN
fis-3115	147	25	esis.58.06	esis.58.06	ADJ
fis-3115	147	26	84	84	NUM
fis-3115	147	27	figure	figure	NOUN
fis-3115	147	28	9	9	NUM
fis-3115	147	29	:	:	PUNCT
fis-3115	147	30	typical	typical	ADJ
fis-3115	147	31	failure	failure	NOUN
fis-3115	147	32	mode	mode	NOUN
fis-3115	147	33	400	400	NUM
fis-3115	147	34	mm	mm	INTJ
fis-3115	147	35	high	high	ADJ
fis-3115	147	36	columns	column	NOUN
fis-3115	147	37	empty	empty	ADJ
fis-3115	147	38	and	and	CCONJ
fis-3115	147	39	filled	fill	VERB
fis-3115	147	40	with	with	ADP
fis-3115	147	41	concrete	concrete	NOUN
fis-3115	147	42	)	)	PUNCT
fis-3115	147	43	.	.	PUNCT
fis-3115	148	1	conclusions	conclusion	NOUN
fis-3115	148	2	his	his	PRON
fis-3115	148	3	study	study	NOUN
fis-3115	148	4	has	have	AUX
fis-3115	148	5	examined	examine	VERB
fis-3115	148	6	five	five	NUM
fis-3115	148	7	series	series	NOUN
fis-3115	148	8	tests	test	NOUN
fis-3115	148	9	of	of	ADP
fis-3115	148	10	cold	cold	ADV
fis-3115	148	11	-	-	PUNCT
fis-3115	148	12	rolled	roll	VERB
fis-3115	148	13	,	,	PUNCT
fis-3115	148	14	thin	thin	ADJ
fis-3115	148	15	-	-	PUNCT
fis-3115	148	16	walled	walled	ADJ
fis-3115	148	17	short	short	ADJ
fis-3115	148	18	steel	steel	NOUN
fis-3115	148	19	columns	column	NOUN
fis-3115	148	20	filled	fill	VERB
fis-3115	148	21	with	with	ADP
fis-3115	148	22	ordinary	ordinary	ADJ
fis-3115	148	23	concrete	concrete	NOUN
fis-3115	148	24	under	under	ADP
fis-3115	148	25	uniaxial	uniaxial	ADJ
fis-3115	148	26	loading	loading	NOUN
fis-3115	148	27	.	.	PUNCT
fis-3115	149	1	from	from	ADP
fis-3115	149	2	the	the	DET
fis-3115	149	3	experimental	experimental	ADJ
fis-3115	149	4	results	result	NOUN
fis-3115	149	5	of	of	ADP
fis-3115	149	6	this	this	DET
fis-3115	149	7	study	study	NOUN
fis-3115	149	8	,	,	PUNCT
fis-3115	149	9	some	some	DET
fis-3115	149	10	conclusions	conclusion	NOUN
fis-3115	149	11	can	can	AUX
fis-3115	149	12	be	be	AUX
fis-3115	149	13	drawn	draw	VERB
fis-3115	149	14	:	:	PUNCT
fis-3115	149	15			X
fis-3115	149	16	increasing	increase	VERB
fis-3115	149	17	the	the	DET
fis-3115	149	18	column	column	NOUN
fis-3115	149	19	height	height	NOUN
fis-3115	149	20	(	(	PUNCT
fis-3115	149	21	empty	empty	ADJ
fis-3115	149	22	or	or	CCONJ
fis-3115	149	23	composite	composite	ADJ
fis-3115	149	24	)	)	PUNCT
fis-3115	149	25	leads	lead	VERB
fis-3115	149	26	to	to	ADP
fis-3115	149	27	a	a	DET
fis-3115	149	28	decrease	decrease	NOUN
fis-3115	149	29	in	in	ADP
fis-3115	149	30	the	the	DET
fis-3115	149	31	ultimate	ultimate	ADJ
fis-3115	149	32	strength	strength	NOUN
fis-3115	149	33	for	for	ADP
fis-3115	149	34	all	all	DET
fis-3115	149	35	types	type	NOUN
fis-3115	149	36	of	of	ADP
fis-3115	149	37	studied	study	VERB
fis-3115	149	38	cross	cross	NOUN
fis-3115	149	39	-	-	NOUN
fis-3115	149	40	sections	section	NOUN
fis-3115	149	41	.	.	PUNCT
fis-3115	150	1			X
fis-3115	151	1	the	the	DET
fis-3115	151	2	axial	axial	ADJ
fis-3115	151	3	load	load	NOUN
fis-3115	151	4	capacity	capacity	NOUN
fis-3115	151	5	of	of	ADP
fis-3115	151	6	composite	composite	ADJ
fis-3115	151	7	columns	column	NOUN
fis-3115	151	8	filled	fill	VERB
fis-3115	151	9	with	with	ADP
fis-3115	151	10	concrete	concrete	NOUN
fis-3115	151	11	is	be	AUX
fis-3115	151	12	improved	improve	VERB
fis-3115	151	13	compared	compare	VERB
fis-3115	151	14	to	to	ADP
fis-3115	151	15	empty	empty	ADJ
fis-3115	151	16	columns	column	NOUN
fis-3115	151	17	.	.	PUNCT
fis-3115	152	1			NOUN
fis-3115	152	2	transverse	transverse	ADJ
fis-3115	152	3	reinforcement	reinforcement	NOUN
fis-3115	152	4	of	of	ADP
fis-3115	152	5	the	the	DET
fis-3115	152	6	i	i	NOUN
fis-3115	152	7	-	-	PUNCT
fis-3115	152	8	shaped	shape	VERB
fis-3115	152	9	section	section	NOUN
fis-3115	152	10	with	with	ADP
fis-3115	152	11	links	link	NOUN
fis-3115	152	12	improved	improve	VERB
fis-3115	152	13	the	the	DET
fis-3115	152	14	experimental	experimental	ADJ
fis-3115	152	15	ultimate	ultimate	ADJ
fis-3115	152	16	loads	load	NOUN
fis-3115	152	17	of	of	ADP
fis-3115	152	18	the	the	DET
fis-3115	152	19	composite	composite	ADJ
fis-3115	152	20	column	column	NOUN
fis-3115	152	21	compared	compare	VERB
fis-3115	152	22	to	to	ADP
fis-3115	152	23	the	the	PRON
fis-3115	152	24	i	i	NOUN
fis-3115	152	25	-	-	PUNCT
fis-3115	152	26	shaped	shape	VERB
fis-3115	152	27	without	without	ADP
fis-3115	152	28	links	link	NOUN
fis-3115	152	29	section	section	NOUN
fis-3115	152	30	.	.	PUNCT
fis-3115	153	1	partial	partial	ADJ
fis-3115	153	2	confinement	confinement	NOUN
fis-3115	153	3	increased	increase	VERB
fis-3115	153	4	strength	strength	NOUN
fis-3115	153	5	gain	gain	NOUN
fis-3115	153	6	by	by	ADP
fis-3115	153	7	49.81	49.81	NUM
fis-3115	153	8	%	%	NOUN
fis-3115	153	9	.	.	PUNCT
fis-3115	154	1			X
fis-3115	155	1	the	the	DET
fis-3115	155	2	used	use	VERB
fis-3115	155	3	column	column	NOUN
fis-3115	155	4	with	with	ADP
fis-3115	155	5	i	i	PROPN
fis-3115	155	6	-	-	PUNCT
fis-3115	155	7	shaped	shape	VERB
fis-3115	155	8	cross	cross	ADJ
fis-3115	155	9	-	-	NOUN
fis-3115	155	10	sections	section	NOUN
fis-3115	155	11	and	and	CCONJ
fis-3115	155	12	transversal	transversal	ADJ
fis-3115	155	13	links	link	NOUN
fis-3115	155	14	with	with	ADP
fis-3115	155	15	a	a	DET
fis-3115	155	16	web	web	NOUN
fis-3115	155	17	thickness	thickness	NOUN
fis-3115	155	18	of	of	ADP
fis-3115	155	19	4	4	NUM
fis-3115	155	20	mm	mm	NOUN
fis-3115	155	21	,	,	PUNCT
fis-3115	155	22	gave	give	VERB
fis-3115	155	23	a	a	DET
fis-3115	155	24	higher	high	ADJ
fis-3115	155	25	experimental	experimental	ADJ
fis-3115	155	26	ultimate	ultimate	ADJ
fis-3115	155	27	load	load	NOUN
fis-3115	155	28	than	than	ADP
fis-3115	155	29	a	a	DET
fis-3115	155	30	rectangular	rectangular	ADJ
fis-3115	155	31	section	section	NOUN
fis-3115	155	32	.	.	PUNCT
fis-3115	156	1	this	this	DET
fis-3115	156	2	load	load	NOUN
fis-3115	156	3	has	have	AUX
fis-3115	156	4	been	be	AUX
fis-3115	156	5	influenced	influence	VERB
fis-3115	156	6	by	by	ADP
fis-3115	156	7	the	the	DET
fis-3115	156	8	steel	steel	NOUN
fis-3115	156	9	thickness	thickness	NOUN
fis-3115	156	10	.	.	PUNCT
fis-3115	157	1	the	the	DET
fis-3115	157	2	strength	strength	NOUN
fis-3115	157	3	gain	gain	NOUN
fis-3115	157	4	is	be	AUX
fis-3115	157	5	about	about	ADV
fis-3115	157	6	17.3	17.3	NUM
fis-3115	157	7	%	%	NOUN
fis-3115	157	8	for	for	ADP
fis-3115	157	9	all	all	DET
fis-3115	157	10	the	the	DET
fis-3115	157	11	heights	height	NOUN
fis-3115	157	12	of	of	ADP
fis-3115	157	13	the	the	DET
fis-3115	157	14	specimens	specimen	NOUN
fis-3115	157	15	.	.	PUNCT
fis-3115	158	1			NOUN
fis-3115	158	2	all	all	DET
fis-3115	158	3	specimens	specimen	NOUN
fis-3115	158	4	failed	fail	VERB
fis-3115	158	5	by	by	ADP
fis-3115	158	6	local	local	ADJ
fis-3115	158	7	buckling	buckling	NOUN
fis-3115	158	8	with	with	ADP
fis-3115	158	9	the	the	DET
fis-3115	158	10	crushing	crushing	NOUN
fis-3115	158	11	of	of	ADP
fis-3115	158	12	the	the	DET
fis-3115	158	13	entire	entire	ADJ
fis-3115	158	14	or	or	CCONJ
fis-3115	158	15	partially	partially	ADV
fis-3115	158	16	concrete	concrete	ADJ
fis-3115	158	17	.	.	PUNCT
fis-3115	159	1	the	the	DET
fis-3115	159	2	local	local	ADJ
fis-3115	159	3	buckling	buckling	NOUN
fis-3115	159	4	becomes	become	VERB
fis-3115	159	5	less	less	ADV
fis-3115	159	6	significant	significant	ADJ
fis-3115	159	7	as	as	ADP
fis-3115	159	8	the	the	DET
fis-3115	159	9	height	height	NOUN
fis-3115	159	10	of	of	ADP
fis-3115	159	11	the	the	DET
fis-3115	159	12	specimens	specimen	NOUN
fis-3115	159	13	increases	increase	VERB
fis-3115	159	14	.	.	PUNCT
fis-3115	160	1			X
fis-3115	160	2	multiple	multiple	ADJ
fis-3115	160	3	experimental	experimental	ADJ
fis-3115	160	4	tests	test	NOUN
fis-3115	160	5	are	be	AUX
fis-3115	160	6	required	require	VERB
fis-3115	160	7	to	to	PART
fis-3115	160	8	verify	verify	VERB
fis-3115	160	9	the	the	DET
fis-3115	160	10	validity	validity	NOUN
fis-3115	160	11	of	of	ADP
fis-3115	160	12	the	the	DET
fis-3115	160	13	ec3	ec3	PROPN
fis-3115	160	14	and	and	CCONJ
fis-3115	160	15	ec4	ec4	PROPN
fis-3115	160	16	predictions	prediction	NOUN
fis-3115	160	17	for	for	ADP
fis-3115	160	18	reconstructed	reconstructed	ADJ
fis-3115	160	19	crosssectional	crosssectional	ADJ
fis-3115	160	20	short	short	ADJ
fis-3115	160	21	columns	column	NOUN
fis-3115	160	22	of	of	ADP
fis-3115	160	23	thin	thin	ADJ
fis-3115	160	24	-	-	PUNCT
fis-3115	160	25	walled	walled	ADJ
fis-3115	160	26	cold	cold	ADV
fis-3115	160	27	-	-	PUNCT
fis-3115	160	28	rolled	roll	VERB
fis-3115	160	29	steel	steel	NOUN
fis-3115	160	30	under	under	ADP
fis-3115	160	31	axial	axial	ADJ
fis-3115	160	32	loading	loading	NOUN
fis-3115	160	33	.	.	PUNCT
fis-3115	161	1	references	reference	NOUN
fis-3115	161	2	[	[	X
fis-3115	161	3	1	1	NUM
fis-3115	161	4	]	]	X
fis-3115	161	5	feng	feng	X
fis-3115	161	6	,	,	PUNCT
fis-3115	161	7	z.	z.	PROPN
fis-3115	161	8	and	and	CCONJ
fis-3115	161	9	ben	ben	PROPN
fis-3115	161	10	,	,	PUNCT
fis-3115	161	11	y.	y.	PROPN
fis-3115	161	12	(	(	PUNCT
fis-3115	161	13	2008	2008	NUM
fis-3115	161	14	)	)	PUNCT
fis-3115	161	15	.	.	PUNCT
fis-3115	162	1	tests	test	NOUN
fis-3115	162	2	of	of	ADP
fis-3115	162	3	concrete	concrete	NOUN
fis-3115	162	4	-	-	PUNCT
fis-3115	162	5	filled	fill	VERB
fis-3115	162	6	aluminum	aluminum	NOUN
fis-3115	162	7	stub	stub	NOUN
fis-3115	162	8	columns	column	NOUN
fis-3115	162	9	,	,	PUNCT
fis-3115	162	10	thin	thin	ADJ
fis-3115	162	11	-	-	PUNCT
fis-3115	162	12	walled	walled	ADJ
fis-3115	162	13	structures	structure	NOUN
fis-3115	162	14	,	,	PUNCT
fis-3115	162	15	46(6	46(6	NOUN
fis-3115	162	16	)	)	PUNCT
fis-3115	162	17	,	,	PUNCT
fis-3115	162	18	pp	pp	ADP
fis-3115	162	19	.	.	PUNCT
fis-3115	163	1	573583	573583	NUM
fis-3115	163	2	.	.	PUNCT
fis-3115	164	1	doi	doi	NOUN
fis-3115	164	2	:	:	PUNCT
fis-3115	164	3	10.1016	10.1016	NUM
fis-3115	164	4	/	/	SYM
fis-3115	164	5	j.tws.2008.01.003	j.tws.2008.01.003	NOUN
fis-3115	164	6	.	.	PUNCT
fis-3115	165	1	[	[	X
fis-3115	165	2	2	2	NUM
fis-3115	165	3	]	]	X
fis-3115	165	4	zhi	zhi	PROPN
fis-3115	165	5	-	-	PUNCT
fis-3115	165	6	liang	liang	PROPN
fis-3115	165	7	,	,	PUNCT
fis-3115	165	8	z.	z.	PROPN
fis-3115	165	9	,	,	PUNCT
fis-3115	165	10	jian	jian	PROPN
fis-3115	165	11	,	,	PUNCT
fis-3115	165	12	c.	c.	PROPN
fis-3115	165	13	,	,	PUNCT
fis-3115	165	14	chun	chun	PROPN
fis-3115	165	15	,	,	PUNCT
fis-3115	165	16	y.	y.	NOUN
fis-3115	165	17	,	,	PUNCT
fis-3115	165	18	qing	qing	NOUN
fis-3115	165	19	-	-	PUNCT
fis-3115	165	20	jun	jun	PROPN
fis-3115	165	21	,	,	PUNCT
fis-3115	165	22	c.	c.	PROPN
fis-3115	165	23	and	and	CCONJ
fis-3115	165	24	gang	gang	PROPN
fis-3115	165	25	,	,	PUNCT
fis-3115	165	26	s.	s.	PROPN
fis-3115	165	27	(	(	PUNCT
fis-3115	165	28	2012	2012	NUM
fis-3115	165	29	)	)	PUNCT
fis-3115	165	30	.	.	PUNCT
fis-3115	166	1	axial	axial	ADJ
fis-3115	166	2	load	load	NOUN
fis-3115	166	3	behavior	behavior	NOUN
fis-3115	166	4	of	of	ADP
fis-3115	166	5	l	l	NOUN
fis-3115	166	6	-	-	PUNCT
fis-3115	166	7	shaped	shape	VERB
fis-3115	166	8	cft	cft	NOUN
fis-3115	166	9	stub	stub	NOUN
fis-3115	166	10	columns	column	NOUN
fis-3115	166	11	with	with	ADP
fis-3115	166	12	binding	binding	ADJ
fis-3115	166	13	bars	bar	NOUN
fis-3115	166	14	,	,	PUNCT
fis-3115	166	15	engineering	engineering	NOUN
fis-3115	166	16	structures	structure	NOUN
fis-3115	166	17	,	,	PUNCT
fis-3115	166	18	37	37	NUM
fis-3115	166	19	,	,	PUNCT
fis-3115	166	20	pp	pp	ADJ
fis-3115	166	21	.	.	PUNCT
fis-3115	167	1	88	88	NUM
fis-3115	167	2	-	-	SYM
fis-3115	167	3	98	98	NUM
fis-3115	167	4	.	.	PUNCT
fis-3115	168	1	doi	doi	NOUN
fis-3115	168	2	:	:	PUNCT
fis-3115	168	3	10.1016	10.1016	NUM
fis-3115	168	4	/	/	SYM
fis-3115	168	5	j.engstruct.2011.12.042	j.engstruct.2011.12.042	PROPN
fis-3115	168	6	.	.	PUNCT
fis-3115	169	1	[	[	X
fis-3115	169	2	3	3	NUM
fis-3115	169	3	]	]	X
fis-3115	169	4	duarte	duarte	PROPN
fis-3115	169	5	,	,	PUNCT
fis-3115	169	6	a.p.c	a.p.c	PROPN
fis-3115	169	7	.	.	PROPN
fis-3115	169	8	,	,	PUNCT
fis-3115	169	9	silva	silva	PROPN
fis-3115	169	10	,	,	PUNCT
fis-3115	169	11	b.a	b.a	PROPN
fis-3115	169	12	.	.	PROPN
fis-3115	169	13	,	,	PUNCT
fis-3115	169	14	silvestre	silvestre	PROPN
fis-3115	169	15	,	,	PUNCT
fis-3115	169	16	n.	n.	NOUN
fis-3115	169	17	,	,	PUNCT
fis-3115	169	18	de	de	PROPN
fis-3115	169	19	brito	brito	PROPN
fis-3115	169	20	,	,	PUNCT
fis-3115	169	21	j.	j.	PROPN
fis-3115	169	22	,	,	PUNCT
fis-3115	169	23	júlio	júlio	PROPN
fis-3115	169	24	,	,	PUNCT
fis-3115	169	25	e.	e.	PROPN
fis-3115	169	26	and	and	CCONJ
fis-3115	169	27	castro	castro	PROPN
fis-3115	169	28	,	,	PUNCT
fis-3115	169	29	j.m	j.m	PROPN
fis-3115	169	30	.	.	PROPN
fis-3115	169	31	(	(	PUNCT
fis-3115	169	32	2016	2016	NUM
fis-3115	169	33	)	)	PUNCT
fis-3115	169	34	.	.	PUNCT
fis-3115	170	1	tests	test	NOUN
fis-3115	170	2	and	and	CCONJ
fis-3115	170	3	design	design	NOUN
fis-3115	170	4	of	of	ADP
fis-3115	170	5	short	short	ADJ
fis-3115	170	6	steel	steel	NOUN
fis-3115	170	7	tubes	tube	NOUN
fis-3115	170	8	filled	fill	VERB
fis-3115	170	9	with	with	ADP
fis-3115	170	10	rubberised	rubberise	VERB
fis-3115	170	11	concrete	concrete	NOUN
fis-3115	170	12	,	,	PUNCT
fis-3115	170	13	engineering	engineering	NOUN
fis-3115	170	14	structures	structure	NOUN
fis-3115	170	15	,	,	PUNCT
fis-3115	170	16	112	112	NUM
fis-3115	170	17	,	,	PUNCT
fis-3115	170	18	pp	pp	ADJ
fis-3115	170	19	.	.	PUNCT
fis-3115	171	1	274	274	NUM
fis-3115	171	2	-	-	SYM
fis-3115	171	3	286	286	NUM
fis-3115	171	4	.	.	PUNCT
fis-3115	171	5	doi	doi	NOUN
fis-3115	171	6	:	:	PUNCT
fis-3115	171	7	10.1016	10.1016	NUM
fis-3115	171	8	/	/	SYM
fis-3115	171	9	j.engstruct.2016.01.018	j.engstruct.2016.01.018	PROPN
fis-3115	171	10	.	.	PUNCT
fis-3115	172	1	[	[	X
fis-3115	172	2	4	4	NUM
fis-3115	172	3	]	]	X
fis-3115	172	4	handel	handel	NOUN
fis-3115	172	5	,	,	PUNCT
fis-3115	172	6	n.	n.	NOUN
fis-3115	172	7	(	(	PUNCT
fis-3115	172	8	2019	2019	NUM
fis-3115	172	9	)	)	PUNCT
fis-3115	172	10	.	.	PUNCT
fis-3115	173	1	experimental	experimental	ADJ
fis-3115	173	2	investigation	investigation	NOUN
fis-3115	173	3	of	of	ADP
fis-3115	173	4	the	the	DET
fis-3115	173	5	blast	blast	NOUN
fis-3115	173	6	furnace	furnace	NOUN
fis-3115	173	7	slag	slag	NOUN
fis-3115	173	8	based	base	VERB
fis-3115	173	9	concretes	concrete	NOUN
fis-3115	173	10	filled	fill	VERB
fis-3115	173	11	in	in	ADP
fis-3115	173	12	the	the	DET
fis-3115	173	13	thin	thin	ADJ
fis-3115	173	14	walled	walled	ADJ
fis-3115	173	15	steel	steel	NOUN
fis-3115	173	16	stubs	stub	NOUN
fis-3115	173	17	,	,	PUNCT
fis-3115	173	18	international	international	ADJ
fis-3115	173	19	review	review	NOUN
fis-3115	173	20	of	of	ADP
fis-3115	173	21	civil	civil	ADJ
fis-3115	173	22	engineering	engineering	NOUN
fis-3115	173	23	,	,	PUNCT
fis-3115	173	24	10(2	10(2	NUM
fis-3115	173	25	)	)	PUNCT
fis-3115	173	26	,	,	PUNCT
fis-3115	173	27	pp	pp	PROPN
fis-3115	173	28	.	.	PUNCT
fis-3115	174	1	117	117	NUM
fis-3115	174	2	-	-	SYM
fis-3115	174	3	124	124	NUM
fis-3115	174	4	.	.	PUNCT
fis-3115	175	1	doi	doi	NOUN
fis-3115	175	2	:	:	PUNCT
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fis-3115	175	4	/	/	SYM
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fis-3115	175	6	.	.	PUNCT
fis-3115	176	1	[	[	X
fis-3115	176	2	5	5	NUM
fis-3115	176	3	]	]	X
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fis-3115	176	5	,	,	PUNCT
fis-3115	176	6	w.	w.	PROPN
fis-3115	176	7	,	,	PUNCT
fis-3115	176	8	xuetao	xuetao	PROPN
fis-3115	176	9	,	,	PUNCT
fis-3115	176	10	l.	l.	PROPN
fis-3115	176	11	,	,	PUNCT
fis-3115	176	12	yuzhuo	yuzhuo	PROPN
fis-3115	176	13	,	,	PUNCT
fis-3115	176	14	z.	z.	PROPN
fis-3115	176	15	,	,	PUNCT
fis-3115	176	16	yang	yang	PROPN
fis-3115	176	17	,	,	PUNCT
fis-3115	176	18	y.	y.	PROPN
fis-3115	176	19	and	and	CCONJ
fis-3115	176	20	tong	tong	PROPN
fis-3115	176	21	,	,	PUNCT
fis-3115	176	22	z.	z.	PROPN
fis-3115	176	23	(	(	PUNCT
fis-3115	176	24	2020	2020	NUM
fis-3115	176	25	)	)	PUNCT
fis-3115	176	26	.	.	PUNCT
fis-3115	177	1	axial	axial	ADJ
fis-3115	177	2	compression	compression	NOUN
fis-3115	177	3	performance	performance	NOUN
fis-3115	177	4	of	of	ADP
fis-3115	177	5	thin	thin	ADJ
fis-3115	177	6	-	-	PUNCT
fis-3115	177	7	walled	walled	ADJ
fis-3115	177	8	tshaped	tshape	VERB
fis-3115	177	9	concrete	concrete	ADJ
fis-3115	177	10	filled	fill	VERB
fis-3115	177	11	steel	steel	NOUN
fis-3115	177	12	tubular	tubular	ADJ
fis-3115	177	13	columns	column	NOUN
fis-3115	177	14	under	under	ADP
fis-3115	177	15	constant	constant	ADJ
fis-3115	177	16	high	high	ADJ
fis-3115	177	17	temperature	temperature	NOUN
fis-3115	177	18	:	:	PUNCT
fis-3115	177	19	experimental	experimental	ADJ
fis-3115	177	20	and	and	CCONJ
fis-3115	177	21	numerical	numerical	PROPN
fis-3115	177	22	study	study	NOUN
fis-3115	177	23	,	,	PUNCT
fis-3115	177	24	structures	structure	NOUN
fis-3115	177	25	,	,	PUNCT
fis-3115	177	26	27	27	NUM
fis-3115	177	27	,	,	PUNCT
fis-3115	177	28	pp	pp	ADJ
fis-3115	177	29	.	.	PUNCT
fis-3115	178	1	525	525	NUM
fis-3115	178	2	-	-	SYM
fis-3115	178	3	541	541	NUM
fis-3115	178	4	.	.	PUNCT
fis-3115	179	1	doi	doi	NOUN
fis-3115	179	2	:	:	PUNCT
fis-3115	179	3	10.1016	10.1016	NUM
fis-3115	179	4	/	/	SYM
fis-3115	179	5	j.istruc.2020.06.004	j.istruc.2020.06.004	PROPN
fis-3115	179	6	.	.	PUNCT
fis-3115	180	1	[	[	X
fis-3115	180	2	6	6	NUM
fis-3115	180	3	]	]	SYM
fis-3115	180	4	almamoori	almamoori	ADJ
fis-3115	180	5	,	,	PUNCT
fis-3115	180	6	a.h.n	a.h.n	ADJ
fis-3115	180	7	,	,	PUNCT
fis-3115	180	8	naser	naser	PROPN
fis-3115	180	9	,	,	PUNCT
fis-3115	180	10	f.h	f.h	PROPN
fis-3115	180	11	.	.	PROPN
fis-3115	180	12	and	and	CCONJ
fis-3115	180	13	dhahir	dhahir	NOUN
fis-3115	180	14	,	,	PUNCT
fis-3115	180	15	m.k	m.k	PROPN
fis-3115	180	16	.	.	PUNCT
fis-3115	180	17	(	(	PUNCT
fis-3115	180	18	2020	2020	NUM
fis-3115	180	19	)	)	PUNCT
fis-3115	180	20	.	.	PUNCT
fis-3115	181	1	effect	effect	NOUN
fis-3115	181	2	of	of	ADP
fis-3115	181	3	section	section	NOUN
fis-3115	181	4	shape	shape	NOUN
fis-3115	181	5	on	on	ADP
fis-3115	181	6	the	the	DET
fis-3115	181	7	behaviour	behaviour	NOUN
fis-3115	181	8	of	of	ADP
fis-3115	181	9	thin	thin	ADJ
fis-3115	181	10	walled	walled	ADJ
fis-3115	181	11	steel	steel	NOUN
fis-3115	181	12	columns	column	NOUN
fis-3115	181	13	filled	fill	VERB
fis-3115	181	14	with	with	ADP
fis-3115	181	15	light	light	ADJ
fis-3115	181	16	weight	weight	NOUN
fis-3115	181	17	aggregate	aggregate	ADJ
fis-3115	181	18	concrete	concrete	NOUN
fis-3115	181	19	:	:	PUNCT
fis-3115	181	20	experimental	experimental	ADJ
fis-3115	181	21	investigation	investigation	NOUN
fis-3115	181	22	,	,	PUNCT
fis-3115	181	23	case	case	NOUN
fis-3115	181	24	studies	study	NOUN
fis-3115	181	25	in	in	ADP
fis-3115	181	26	construction	construction	NOUN
fis-3115	181	27	materials	material	NOUN
fis-3115	181	28	,	,	PUNCT
fis-3115	181	29	13	13	NUM
fis-3115	181	30	,	,	PUNCT
fis-3115	181	31	pp	pp	ADJ
fis-3115	181	32	.	.	PUNCT
fis-3115	182	1	1	1	NUM
fis-3115	182	2	-	-	SYM
fis-3115	182	3	13	13	NUM
fis-3115	182	4	.	.	PUNCT
fis-3115	183	1	doi	doi	NOUN
fis-3115	183	2	:	:	PUNCT
fis-3115	183	3	10.1016	10.1016	NUM
fis-3115	183	4	/	/	SYM
fis-3115	183	5	j.cscm.2020.e00356	j.cscm.2020.e00356	PROPN
fis-3115	183	6	.	.	PUNCT
fis-3115	184	1	t	t	NOUN
fis-3115	184	2	concrete	concrete	NOUN
fis-3115	184	3	filled	fill	VERB
fis-3115	184	4	empty	empty	ADJ
fis-3115	184	5	i	i	PRON
fis-3115	184	6	-	-	PUNCT
fis-3115	184	7	shaped	shape	VERB
fis-3115	184	8	section	section	NOUN
fis-3115	184	9	rectangular	rectangular	ADJ
fis-3115	184	10	section	section	NOUN
fis-3115	184	11	empty	empty	ADJ
fis-3115	184	12	concrete	concrete	ADJ
fis-3115	184	13	filled	fill	VERB
fis-3115	184	14	a.	a.	NOUN
fis-3115	184	15	bouaricha	bouaricha	PROPN
fis-3115	184	16	et	et	PROPN
fis-3115	184	17	alii	alii	PROPN
fis-3115	184	18	,	,	PUNCT
fis-3115	184	19	frattura	frattura	PROPN
fis-3115	184	20	ed	ed	PROPN
fis-3115	184	21	integrità	integrità	PROPN
fis-3115	184	22	strutturale	strutturale	PROPN
fis-3115	184	23	,	,	PUNCT
fis-3115	184	24	58	58	NUM
fis-3115	184	25	(	(	PUNCT
fis-3115	184	26	2021	2021	NUM
fis-3115	184	27	)	)	PUNCT
fis-3115	184	28	77	77	NUM
fis-3115	184	29	-	-	SYM
fis-3115	184	30	85	85	NUM
fis-3115	184	31	;	;	PUNCT
fis-3115	184	32	doi	doi	NOUN
fis-3115	184	33	:	:	PUNCT
fis-3115	184	34	10.3221	10.3221	NUM
fis-3115	184	35	/	/	SYM
fis-3115	184	36	igf	igf	PROPN
fis-3115	184	37	-	-	PROPN
fis-3115	184	38	esis.58.06	esis.58.06	ADP
fis-3115	184	39	85	85	NUM
fis-3115	184	40	[	[	SYM
fis-3115	184	41	7	7	NUM
fis-3115	184	42	]	]	X
fis-3115	184	43	hunaiti	hunaiti	NOUN
fis-3115	184	44	,	,	PUNCT
fis-3115	184	45	y.	y.	PROPN
fis-3115	184	46	m.	m.	PROPN
fis-3115	184	47	and	and	CCONJ
fis-3115	184	48	abdel	abdel	PROPN
fis-3115	184	49	fattah	fattah	PROPN
fis-3115	184	50	,	,	PUNCT
fis-3115	184	51	b.	b.	PROPN
fis-3115	184	52	(	(	PUNCT
fis-3115	184	53	1994	1994	NUM
fis-3115	184	54	)	)	PUNCT
fis-3115	184	55	.	.	PUNCT
fis-3115	185	1	design	design	NOUN
fis-3115	185	2	considerations	consideration	NOUN
fis-3115	185	3	of	of	ADP
fis-3115	185	4	partially	partially	ADV
fis-3115	185	5	encased	encased	ADJ
fis-3115	185	6	composite	composite	ADJ
fis-3115	185	7	columns	column	NOUN
fis-3115	185	8	,	,	PUNCT
fis-3115	185	9	proc	proc	NOUN
fis-3115	185	10	.	.	PUNCT
fis-3115	186	1	inst	inst	PROPN
fis-3115	186	2	.	.	PUNCT
fis-3115	187	1	civ	civ	NOUN
fis-3115	187	2	.	.	PUNCT
fis-3115	188	1	engrs	engrs	NOUN
fis-3115	188	2	structs	struct	NOUN
fis-3115	188	3	and	and	CCONJ
fis-3115	188	4	build	build	VERB
fis-3115	188	5	.	.	PUNCT
fis-3115	188	6	,	,	PUNCT
fis-3115	188	7	106	106	NUM
fis-3115	188	8	,	,	PUNCT
fis-3115	188	9	pp	pp	ADJ
fis-3115	188	10	.	.	PUNCT
fis-3115	189	1	75–82	75–82	X
fis-3115	189	2	.	.	PUNCT
fis-3115	190	1	[	[	X
fis-3115	190	2	8	8	NUM
fis-3115	190	3	]	]	X
fis-3115	190	4	jamkhaneh	jamkhaneh	PROPN
fis-3115	190	5	,	,	PUNCT
fis-3115	190	6	m.e	m.e	PROPN
fis-3115	190	7	.	.	PROPN
fis-3115	190	8	,	,	PUNCT
fis-3115	190	9	kafi	kafi	PROPN
fis-3115	190	10	,	,	PUNCT
fis-3115	190	11	m.a	m.a	PROPN
fis-3115	190	12	.	.	PROPN
fis-3115	190	13	,	,	PUNCT
fis-3115	190	14	&	&	CCONJ
fis-3115	190	15	kheyroddin	kheyroddin	PROPN
fis-3115	190	16	,	,	PUNCT
fis-3115	190	17	a.	a.	NOUN
fis-3115	190	18	(	(	PUNCT
fis-3115	190	19	2018	2018	NUM
fis-3115	190	20	)	)	PUNCT
fis-3115	190	21	.	.	PUNCT
fis-3115	191	1	behavior	behavior	NOUN
fis-3115	191	2	of	of	ADP
fis-3115	191	3	partially	partially	ADV
fis-3115	191	4	encased	encase	VERB
fis-3115	191	5	composite	composite	ADJ
fis-3115	191	6	members	member	NOUN
fis-3115	191	7	under	under	ADP
fis-3115	191	8	various	various	ADJ
fis-3115	191	9	load	load	NOUN
fis-3115	191	10	conditions	condition	NOUN
fis-3115	191	11	:	:	PUNCT
fis-3115	191	12	experimental	experimental	ADJ
fis-3115	191	13	and	and	CCONJ
fis-3115	191	14	analytical	analytical	ADJ
fis-3115	191	15	models	model	NOUN
fis-3115	191	16	,	,	PUNCT
fis-3115	191	17	pp	pp	ADJ
fis-3115	191	18	.	.	PUNCT
fis-3115	192	1	1	1	NUM
fis-3115	192	2	-	-	SYM
fis-3115	192	3	18	18	NUM
fis-3115	192	4	.	.	PUNCT
fis-3115	192	5	doi	doi	NOUN
fis-3115	192	6	:	:	PUNCT
fis-3115	192	7	10.1177/1369433218778725	10.1177/1369433218778725	NUM
fis-3115	192	8	.	.	PUNCT
fis-3115	193	1	[	[	X
fis-3115	193	2	9	9	NUM
fis-3115	193	3	]	]	PUNCT
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fis-3115	193	5	,	,	PUNCT
fis-3115	193	6	t.	t.	PROPN
fis-3115	193	7	,	,	PUNCT
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fis-3115	193	9	,	,	PUNCT
fis-3115	193	10	m.	m.	NOUN
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fis-3115	193	13	,	,	PUNCT
fis-3115	193	14	r.	r.	PROPN
fis-3115	193	15	(	(	PUNCT
fis-3115	193	16	2003	2003	NUM
fis-3115	193	17	)	)	PUNCT
fis-3115	193	18	.	.	PUNCT
fis-3115	194	1	long	long	ADJ
fis-3115	194	2	-	-	PUNCT
fis-3115	194	3	term	term	NOUN
fis-3115	194	4	behavior	behavior	NOUN
fis-3115	194	5	and	and	CCONJ
fis-3115	194	6	strength	strength	NOUN
fis-3115	194	7	of	of	ADP
fis-3115	194	8	partially	partially	ADV
fis-3115	194	9	encased	encase	VERB
fis-3115	194	10	composite	composite	ADJ
fis-3115	194	11	columns	column	NOUN
fis-3115	194	12	made	make	VERB
fis-3115	194	13	with	with	ADP
fis-3115	194	14	built	build	VERB
fis-3115	194	15	-	-	PUNCT
fis-3115	194	16	up	up	ADP
fis-3115	194	17	steel	steel	NOUN
fis-3115	194	18	shapes	shape	NOUN
fis-3115	194	19	,	,	PUNCT
fis-3115	194	20	journal	journal	NOUN
fis-3115	194	21	of	of	ADP
fis-3115	194	22	structural	structural	ADJ
fis-3115	194	23	engineering	engineering	NOUN
fis-3115	194	24	,	,	PUNCT
fis-3115	194	25	129(2	129(2	NUM
fis-3115	194	26	)	)	PUNCT
fis-3115	194	27	,	,	PUNCT
fis-3115	194	28	pp	pp	ADP
fis-3115	194	29	.	.	PUNCT
fis-3115	195	1	141	141	NUM
fis-3115	195	2	-	-	SYM
fis-3115	195	3	150	150	NUM
fis-3115	195	4	.	.	PUNCT
fis-3115	196	1	[	[	X
fis-3115	196	2	10	10	NUM
fis-3115	196	3	]	]	X
fis-3115	196	4	begum	begum	PROPN
fis-3115	196	5	,	,	PUNCT
fis-3115	196	6	m.	m.	NOUN
fis-3115	196	7	,	,	PUNCT
fis-3115	196	8	driver	driver	NOUN
fis-3115	196	9	,	,	PUNCT
fis-3115	196	10	r.	r.	PROPN
fis-3115	196	11	g.	g.	PROPN
fis-3115	196	12	and	and	CCONJ
fis-3115	196	13	elwi	elwi	PROPN
fis-3115	196	14	,	,	PUNCT
fis-3115	196	15	e.a	e.a	PROPN
fis-3115	196	16	.	.	PROPN
fis-3115	196	17	(	(	PUNCT
fis-3115	196	18	2007	2007	NUM
fis-3115	196	19	)	)	PUNCT
fis-3115	196	20	.	.	PUNCT
fis-3115	197	1	finite	finite	ADJ
fis-3115	197	2	-	-	ADJ
fis-3115	197	3	element	element	ADJ
fis-3115	197	4	modeling	modeling	NOUN
fis-3115	197	5	of	of	ADP
fis-3115	197	6	partially	partially	ADV
fis-3115	197	7	encased	encased	ADJ
fis-3115	197	8	composite	composite	ADJ
fis-3115	197	9	columns	column	NOUN
fis-3115	197	10	,	,	PUNCT
fis-3115	197	11	using	use	VERB
fis-3115	197	12	the	the	DET
fis-3115	197	13	dynamic	dynamic	ADJ
fis-3115	197	14	explicit	explicit	ADJ
fis-3115	197	15	method	method	NOUN
fis-3115	197	16	,	,	PUNCT
fis-3115	197	17	journal	journal	NOUN
fis-3115	197	18	of	of	ADP
fis-3115	197	19	structural	structural	ADJ
fis-3115	197	20	engineering	engineering	NOUN
fis-3115	197	21	,	,	PUNCT
fis-3115	197	22	133(3	133(3	NUM
fis-3115	197	23	)	)	PUNCT
fis-3115	197	24	,	,	PUNCT
fis-3115	197	25	pp	pp	PROPN
fis-3115	197	26	.	.	PUNCT
fis-3115	198	1	326	326	NUM
fis-3115	198	2	-	-	SYM
fis-3115	198	3	334	334	NUM
fis-3115	198	4	.	.	PUNCT
fis-3115	199	1	[	[	X
fis-3115	199	2	11	11	NUM
fis-3115	199	3	]	]	PUNCT
fis-3115	199	4	handel	handel	NOUN
fis-3115	199	5	,	,	PUNCT
fis-3115	199	6	n.	n.	NOUN
fis-3115	199	7	,	,	PUNCT
fis-3115	199	8	chikh	chikh	PROPN
fis-3115	199	9	,	,	PUNCT
fis-3115	199	10	n.e	n.e	PROPN
fis-3115	199	11	and	and	CCONJ
fis-3115	199	12	achoura	achoura	PROPN
fis-3115	199	13	,	,	PUNCT
fis-3115	199	14	d.	d.	PROPN
fis-3115	199	15	(	(	PUNCT
fis-3115	199	16	2009	2009	NUM
fis-3115	199	17	)	)	PUNCT
fis-3115	199	18	.	.	PUNCT
fis-3115	200	1	experimental	experimental	ADJ
fis-3115	200	2	investigation	investigation	NOUN
fis-3115	200	3	of	of	ADP
fis-3115	200	4	partially	partially	ADV
fis-3115	200	5	encased	encase	VERB
fis-3115	200	6	composite	composite	ADJ
fis-3115	200	7	column	column	NOUN
fis-3115	200	8	axially	axially	ADV
fis-3115	200	9	loaded	load	VERB
fis-3115	200	10	»	»	NOUN
fis-3115	200	11	,	,	PUNCT
fis-3115	200	12	international	international	ADJ
fis-3115	200	13	review	review	NOUN
fis-3115	200	14	of	of	ADP
fis-3115	200	15	mechanic	mechanic	ADJ
fis-3115	200	16	engineering	engineering	NOUN
fis-3115	200	17	,	,	PUNCT
fis-3115	200	18	3(6	3(6	NUM
fis-3115	200	19	)	)	PUNCT
fis-3115	200	20	,	,	PUNCT
fis-3115	200	21	pp	pp	PROPN
fis-3115	200	22	.	.	PUNCT
fis-3115	201	1	825	825	NUM
fis-3115	201	2	-	-	SYM
fis-3115	201	3	832	832	NUM
fis-3115	201	4	.	.	PUNCT
fis-3115	202	1	[	[	X
fis-3115	202	2	12	12	NUM
fis-3115	202	3	]	]	X
fis-3115	202	4	pereira	pereira	PROPN
fis-3115	202	5	,	,	PUNCT
fis-3115	202	6	m.	m.	NOUN
fis-3115	202	7	,	,	PUNCT
fis-3115	202	8	de	de	X
fis-3115	202	9	nardin	nardin	PROPN
fis-3115	202	10	,	,	PUNCT
fis-3115	202	11	s.	s.	PROPN
fis-3115	202	12	and	and	CCONJ
fis-3115	202	13	de	de	PROPN
fis-3115	202	14	cresce	cresce	PROPN
fis-3115	202	15	el	el	PROPN
fis-3115	202	16	debs	debs	PROPN
fis-3115	202	17	,	,	PUNCT
fis-3115	202	18	a.l.h	a.l.h	PROPN
fis-3115	202	19	.	.	PUNCT
fis-3115	202	20	(	(	PUNCT
fis-3115	202	21	2016	2016	NUM
fis-3115	202	22	)	)	PUNCT
fis-3115	202	23	.	.	PUNCT
fis-3115	203	1	structural	structural	ADJ
fis-3115	203	2	behavior	behavior	NOUN
fis-3115	203	3	of	of	ADP
fis-3115	203	4	partially	partially	ADV
fis-3115	203	5	encased	encased	ADJ
fis-3115	203	6	composite	composite	ADJ
fis-3115	203	7	columns	column	NOUN
fis-3115	203	8	under	under	ADP
fis-3115	203	9	axial	axial	ADJ
fis-3115	203	10	loads	load	NOUN
fis-3115	203	11	,	,	PUNCT
fis-3115	203	12	steel	steel	NOUN
fis-3115	203	13	and	and	CCONJ
fis-3115	203	14	composite	composite	ADJ
fis-3115	203	15	structures	structure	NOUN
fis-3115	203	16	,	,	PUNCT
fis-3115	203	17	20(6	20(6	NOUN
fis-3115	203	18	)	)	PUNCT
fis-3115	203	19	,	,	PUNCT
fis-3115	203	20	pp	pp	ADJ
fis-3115	203	21	.	.	PUNCT
fis-3115	204	1	1305	1305	NUM
fis-3115	204	2	-	-	SYM
fis-3115	204	3	1322	1322	NUM
fis-3115	204	4	.	.	PUNCT
fis-3115	205	1	doi	doi	NOUN
fis-3115	205	2	:	:	PUNCT
fis-3115	205	3	10.12989	10.12989	NUM
fis-3115	205	4	/	/	SYM
fis-3115	205	5	scs.2016.20.6.1305	scs.2016.20.6.1305	NOUN
fis-3115	205	6	.	.	PUNCT
fis-3115	206	1	[	[	X
fis-3115	206	2	13	13	NUM
fis-3115	206	3	]	]	X
fis-3115	206	4	cen	cen	X
fis-3115	206	5	en	en	PROPN
fis-3115	206	6	1993	1993	NUM
fis-3115	206	7	-	-	SYM
fis-3115	206	8	1	1	NUM
fis-3115	206	9	-	-	SYM
fis-3115	206	10	1	1	NUM
fis-3115	206	11	.	.	PUNCT
fis-3115	206	12	(	(	PUNCT
fis-3115	206	13	2005	2005	NUM
fis-3115	206	14	)	)	PUNCT
fis-3115	206	15	.	.	PUNCT
fis-3115	207	1	eurocode	eurocode	VERB
fis-3115	207	2	3	3	NUM
fis-3115	207	3	:	:	PUNCT
fis-3115	207	4	design	design	NOUN
fis-3115	207	5	of	of	ADP
fis-3115	207	6	steel	steel	NOUN
fis-3115	207	7	structures	structure	NOUN
fis-3115	207	8	part	part	NOUN
fis-3115	207	9	1	1	NUM
fis-3115	207	10	-	-	SYM
fis-3115	207	11	1	1	NUM
fis-3115	207	12	:	:	PUNCT
fis-3115	207	13	general	general	ADJ
fis-3115	207	14	rules	rule	NOUN
fis-3115	207	15	and	and	CCONJ
fis-3115	207	16	rules	rule	NOUN
fis-3115	207	17	for	for	ADP
fis-3115	207	18	buildings	building	NOUN
fis-3115	207	19	.	.	PUNCT
fis-3115	208	1	[	[	X
fis-3115	208	2	14	14	NUM
fis-3115	208	3	]	]	X
fis-3115	208	4	cen	cen	NOUN
fis-3115	208	5	en	en	ADP
fis-3115	208	6	1994	1994	NUM
fis-3115	208	7	-	-	SYM
fis-3115	208	8	1	1	NUM
fis-3115	208	9	.	.	PUNCT
fis-3115	208	10	(	(	PUNCT
fis-3115	208	11	2004	2004	NUM
fis-3115	208	12	)	)	PUNCT
fis-3115	208	13	.	.	PUNCT
fis-3115	209	1	eurocode	eurocode	VERB
fis-3115	209	2	4	4	NUM
fis-3115	209	3	:	:	PUNCT
fis-3115	209	4	design	design	NOUN
fis-3115	209	5	of	of	ADP
fis-3115	209	6	composite	composite	ADJ
fis-3115	209	7	steel	steel	NOUN
fis-3115	209	8	and	and	CCONJ
fis-3115	209	9	concrete	concrete	ADJ
fis-3115	209	10	structures	structure	NOUN
fis-3115	209	11	.	.	PUNCT
fis-3115	210	1	part	part	NOUN
fis-3115	210	2	1	1	NUM
fis-3115	210	3	-	-	SYM
fis-3115	210	4	1	1	NUM
fis-3115	210	5	:	:	PUNCT
fis-3115	210	6	general	general	ADJ
fis-3115	210	7	rules	rule	NOUN
fis-3115	210	8	and	and	CCONJ
fis-3115	210	9	rules	rule	NOUN
fis-3115	210	10	for	for	ADP
fis-3115	210	11	buildings	building	NOUN
fis-3115	210	12	.	.	PUNCT
fis-3115	211	1	[	[	X
fis-3115	211	2	15	15	NUM
fis-3115	211	3	]	]	PUNCT
fis-3115	211	4	zeghiche	zeghiche	NOUN
fis-3115	211	5	,	,	PUNCT
fis-3115	211	6	j.	j.	PROPN
fis-3115	211	7	and	and	CCONJ
fis-3115	211	8	handel	handel	PROPN
fis-3115	211	9	,	,	PUNCT
fis-3115	211	10	n.	n.	PROPN
fis-3115	211	11	(	(	PUNCT
fis-3115	211	12	2007	2007	NUM
fis-3115	211	13	)	)	PUNCT
fis-3115	211	14	.	.	PUNCT
fis-3115	212	1	experimental	experimental	ADJ
fis-3115	212	2	behaviour	behaviour	NOUN
fis-3115	212	3	of	of	ADP
fis-3115	212	4	concrete	concrete	ADJ
fis-3115	212	5	filled	fill	VERB
fis-3115	212	6	thin	thin	ADJ
fis-3115	212	7	welded	weld	VERB
fis-3115	212	8	steel	steel	NOUN
fis-3115	212	9	stubs	stub	NOUN
fis-3115	212	10	axially	axially	ADV
fis-3115	212	11	loaded	load	VERB
fis-3115	212	12	case	case	NOUN
fis-3115	212	13	,	,	PUNCT
fis-3115	212	14	8th	8th	ADJ
fis-3115	212	15	international	international	ADJ
fis-3115	212	16	conference	conference	NOUN
fis-3115	212	17	on	on	ADP
fis-3115	212	18	concrete	concrete	ADJ
fis-3115	212	19	technology	technology	NOUN
fis-3115	212	20	in	in	ADP
fis-3115	212	21	developing	develop	VERB
fis-3115	212	22	countries	country	NOUN
fis-3115	212	23	,	,	PUNCT
fis-3115	212	24	the	the	DET
fis-3115	212	25	african	african	ADJ
fis-3115	212	26	concrete	concrete	PROPN
fis-3115	212	27	code	code	PROPN
fis-3115	212	28	sympsium	sympsium	NOUN
fis-3115	212	29	,	,	PUNCT
fis-3115	212	30	tunisia	tunisia	PROPN
fis-3115	212	31	.	.	PUNCT
fis-3115	213	1	[	[	X
fis-3115	213	2	16	16	NUM
fis-3115	213	3	]	]	X
fis-3115	213	4	handel	handel	NOUN
fis-3115	213	5	,	,	PUNCT
fis-3115	213	6	n.	n.	PROPN
fis-3115	213	7	,	,	PUNCT
fis-3115	213	8	hafsi	hafsi	PROPN
fis-3115	213	9	,	,	PUNCT
fis-3115	213	10	b.	b.	PROPN
fis-3115	213	11	,	,	PUNCT
fis-3115	213	12	touati	touati	PROPN
fis-3115	213	13	,	,	PUNCT
fis-3115	213	14	a.	a.	NOUN
fis-3115	213	15	and	and	CCONJ
fis-3115	213	16	djabbar	djabbar	PROPN
fis-3115	213	17	,	,	PUNCT
fis-3115	213	18	y.	y.	PROPN
fis-3115	213	19	(	(	PUNCT
fis-3115	213	20	2011	2011	NUM
fis-3115	213	21	)	)	PUNCT
fis-3115	213	22	.	.	PUNCT
fis-3115	213	23	substitution	substitution	NOUN
fis-3115	213	24	of	of	ADP
fis-3115	213	25	the	the	DET
fis-3115	213	26	aggregate	aggregate	NOUN
fis-3115	213	27	by	by	ADP
fis-3115	213	28	solid	solid	ADJ
fis-3115	213	29	waste	waste	NOUN
fis-3115	213	30	of	of	ADP
fis-3115	213	31	blast	blast	NOUN
fis-3115	213	32	furnance	furnance	NOUN
fis-3115	213	33	in	in	ADP
fis-3115	213	34	the	the	DET
fis-3115	213	35	preparation	preparation	NOUN
fis-3115	213	36	of	of	ADP
fis-3115	213	37	concrete	concrete	NOUN
fis-3115	213	38	,	,	PUNCT
fis-3115	213	39	j.	j.	PROPN
fis-3115	213	40	mater	mater	PROPN
fis-3115	213	41	.	.	PUNCT
fis-3115	214	1	environ	environ	PROPN
fis-3115	214	2	.	.	PUNCT
fis-3115	215	1	sci	sci	PROPN
fis-3115	215	2	,	,	PUNCT
fis-3115	215	3	2(1	2(1	NUM
fis-3115	215	4	)	)	PUNCT
fis-3115	215	5	,	,	PUNCT
fis-3115	215	6	pp	pp	ADJ
fis-3115	215	7	.	.	PUNCT
fis-3115	216	1	520	520	NUM
fis-3115	216	2	-	-	SYM
fis-3115	216	3	525	525	NUM
fis-3115	216	4	.	.	PUNCT
fis-3115	217	1	[	[	X
fis-3115	217	2	17	17	NUM
fis-3115	217	3	]	]	X
fis-3115	217	4	handel	handel	NOUN
fis-3115	217	5	,	,	PUNCT
fis-3115	217	6	n.	n.	NOUN
fis-3115	217	7	and	and	CCONJ
fis-3115	217	8	madi	madi	PROPN
fis-3115	217	9	,	,	PUNCT
fis-3115	217	10	w.	w.	PROPN
fis-3115	217	11	(	(	PUNCT
fis-3115	217	12	2015	2015	NUM
fis-3115	217	13	)	)	PUNCT
fis-3115	217	14	.	.	PUNCT
fis-3115	218	1	experimental	experimental	ADJ
fis-3115	218	2	investigation	investigation	NOUN
fis-3115	218	3	of	of	ADP
fis-3115	218	4	slag	slag	NOUN
fis-3115	218	5	concrete	concrete	NOUN
fis-3115	218	6	-	-	PUNCT
fis-3115	218	7	filled	fill	VERB
fis-3115	218	8	steel	steel	NOUN
fis-3115	218	9	tubular	tubular	ADJ
fis-3115	218	10	columns	column	NOUN
fis-3115	218	11	axially	axially	ADV
fis-3115	218	12	loaded	load	VERB
fis-3115	218	13	,	,	PUNCT
fis-3115	218	14	18th	18th	ADJ
fis-3115	218	15	international	international	ADJ
fis-3115	218	16	conference	conference	NOUN
fis-3115	218	17	on	on	ADP
fis-3115	218	18	composite	composite	ADJ
fis-3115	218	19	structures	structure	NOUN
fis-3115	218	20	(	(	PUNCT
fis-3115	218	21	iccs18	iccs18	NOUN
fis-3115	218	22	)	)	PUNCT
fis-3115	218	23	,	,	PUNCT
fis-3115	218	24	portugal	portugal	PROPN
fis-3115	218	25	.	.	PUNCT
fis-3115	219	1	[	[	X
fis-3115	219	2	18	18	NUM
fis-3115	219	3	]	]	SYM
fis-3115	219	4	ye	ye	NOUN
fis-3115	219	5	,	,	PUNCT
fis-3115	219	6	y.	y.	PROPN
fis-3115	219	7	,	,	PUNCT
fis-3115	219	8	han	han	PROPN
fis-3115	219	9	,	,	PUNCT
fis-3115	219	10	l.h	l.h	PROPN
fis-3115	219	11	.	.	PROPN
fis-3115	219	12	,	,	PUNCT
fis-3115	219	13	tao	tao	PROPN
fis-3115	219	14	,	,	PUNCT
fis-3115	219	15	z.	z.	PROPN
fis-3115	219	16	and	and	CCONJ
fis-3115	219	17	guo	guo	PROPN
fis-3115	219	18	,	,	PUNCT
fis-3115	219	19	s.l	s.l	PROPN
fis-3115	219	20	.	.	PROPN
fis-3115	219	21	(	(	PUNCT
fis-3115	219	22	2016	2016	NUM
fis-3115	219	23	)	)	PUNCT
fis-3115	219	24	.	.	PUNCT
fis-3115	220	1	experimental	experimental	ADJ
fis-3115	220	2	behavior	behavior	NOUN
fis-3115	220	3	of	of	ADP
fis-3115	220	4	concrete	concrete	NOUN
fis-3115	220	5	-	-	PUNCT
fis-3115	220	6	filled	fill	VERB
fis-3115	220	7	steel	steel	NOUN
fis-3115	220	8	tubular	tubular	ADJ
fis-3115	220	9	members	member	NOUN
fis-3115	220	10	under	under	ADP
fis-3115	220	11	lateral	lateral	ADJ
fis-3115	220	12	shear	shear	NOUN
fis-3115	220	13	loads	load	NOUN
fis-3115	220	14	,	,	PUNCT
fis-3115	220	15	j.	j.	PROPN
fis-3115	220	16	constr	constr	PROPN
fis-3115	220	17	.	.	PUNCT
fis-3115	221	1	steel	steel	NOUN
fis-3115	221	2	res	re	NOUN
fis-3115	221	3	,	,	PUNCT
fis-3115	221	4	122	122	NUM
fis-3115	221	5	,	,	PUNCT
fis-3115	221	6	pp	pp	ADJ
fis-3115	221	7	.	.	PUNCT
fis-3115	222	1	226–237	226–237	NUM
fis-3115	222	2	.	.	PUNCT
fis-3115	223	1	[	[	X
fis-3115	223	2	19	19	NUM
fis-3115	223	3	]	]	PUNCT
fis-3115	223	4	akchurin	akchurin	NOUN
fis-3115	223	5	,	,	PUNCT
fis-3115	223	6	t.	t.	PROPN
fis-3115	223	7	k.	k.	PROPN
fis-3115	223	8	,	,	PUNCT
fis-3115	223	9	stefanenko	stefanenko	PROPN
fis-3115	223	10	,	,	PUNCT
fis-3115	223	11	i.	i.	PROPN
fis-3115	223	12	v.	v.	PROPN
fis-3115	223	13	and	and	CCONJ
fis-3115	223	14	yurievna	yurievna	PROPN
fis-3115	223	15	,	,	PUNCT
fis-3115	223	16	p.o	p.o	PROPN
fis-3115	223	17	.	.	PROPN
fis-3115	223	18	(	(	PUNCT
fis-3115	223	19	2017	2017	NUM
fis-3115	223	20	)	)	PUNCT
fis-3115	223	21	.	.	PUNCT
fis-3115	224	1	slag	slag	NOUN
fis-3115	224	2	wastes	waste	NOUN
fis-3115	224	3	from	from	ADP
fis-3115	224	4	regional	regional	ADJ
fis-3115	224	5	metallurgical	metallurgical	ADJ
fis-3115	224	6	industry	industry	NOUN
fis-3115	224	7	used	use	VERB
fis-3115	224	8	in	in	ADP
fis-3115	224	9	construction	construction	NOUN
fis-3115	224	10	compositions	composition	NOUN
fis-3115	224	11	,	,	PUNCT
fis-3115	224	12	international	international	ADJ
fis-3115	224	13	review	review	NOUN
fis-3115	224	14	of	of	ADP
fis-3115	224	15	civil	civil	ADJ
fis-3115	224	16	engineering	engineering	NOUN
fis-3115	224	17	,	,	PUNCT
fis-3115	224	18	8(5	8(5	NUM
fis-3115	224	19	)	)	PUNCT
fis-3115	224	20	,	,	PUNCT
fis-3115	224	21	pp	pp	PROPN
fis-3115	224	22	.	.	PUNCT
fis-3115	225	1	197	197	NUM
fis-3115	225	2	-	-	SYM
fis-3115	225	3	202	202	NUM
fis-3115	225	4	.	.	PUNCT
fis-3115	225	5	doi	doi	NOUN
fis-3115	225	6	:	:	PUNCT
fis-3115	225	7	10.15866	10.15866	NUM
fis-3115	225	8	/	/	SYM
fis-3115	225	9	irece.v8i5.12681	irece.v8i5.12681	PROPN
fis-3115	225	10	.	.	PUNCT
fis-3115	226	1	[	[	X
fis-3115	226	2	20	20	NUM
fis-3115	226	3	]	]	X
fis-3115	226	4	xiang	xiang	PROPN
fis-3115	226	5	,	,	PUNCT
fis-3115	226	6	x.y	x.y	PROPN
fis-3115	226	7	.	.	PROPN
fis-3115	226	8	,	,	PUNCT
fis-3115	226	9	zhao	zhao	PROPN
fis-3115	226	10	,	,	PUNCT
fis-3115	226	11	r.d	r.d	PROPN
fis-3115	226	12	.	.	PROPN
fis-3115	226	13	and	and	CCONJ
fis-3115	226	14	liu	liu	PROPN
fis-3115	226	15	,	,	PUNCT
fis-3115	226	16	y.	y.	PROPN
fis-3115	226	17	(	(	PUNCT
fis-3115	226	18	2017	2017	NUM
fis-3115	226	19	)	)	PUNCT
fis-3115	226	20	.	.	PUNCT
fis-3115	227	1	calculation	calculation	NOUN
fis-3115	227	2	method	method	NOUN
fis-3115	227	3	of	of	ADP
fis-3115	227	4	bearing	bear	VERB
fis-3115	227	5	capacity	capacity	NOUN
fis-3115	227	6	for	for	ADP
fis-3115	227	7	self	self	NOUN
fis-3115	227	8	-	-	PUNCT
fis-3115	227	9	compacting	compact	VERB
fis-3115	227	10	recycled	recycle	VERB
fis-3115	227	11	concrete	concrete	NOUN
fis-3115	227	12	-	-	PUNCT
fis-3115	227	13	filled	fill	VERB
fis-3115	227	14	steel	steel	NOUN
fis-3115	227	15	-	-	PUNCT
fis-3115	227	16	tube	tube	NOUN
fis-3115	227	17	short	short	ADJ
fis-3115	227	18	column	column	NOUN
fis-3115	227	19	,	,	PUNCT
fis-3115	227	20	railw	railw	PROPN
fis-3115	227	21	.	.	PUNCT
fis-3115	228	1	eng	eng	PROPN
fis-3115	228	2	,	,	PUNCT
fis-3115	228	3	pp	pp	X
fis-3115	228	4	.	.	PUNCT
fis-3115	229	1	34–37	34–37	NUM
fis-3115	229	2	.	.	PUNCT
fis-3115	230	1	[	[	X
fis-3115	230	2	21	21	NUM
fis-3115	230	3	]	]	X
fis-3115	230	4	saleh	saleh	NOUN
fis-3115	230	5	,	,	PUNCT
fis-3115	230	6	s.m	s.m	PROPN
fis-3115	230	7	.	.	PROPN
fis-3115	230	8	2017	2017	NUM
fis-3115	230	9	.	.	PUNCT
fis-3115	231	1	size	size	NOUN
fis-3115	231	2	effect	effect	NOUN
fis-3115	231	3	on	on	ADP
fis-3115	231	4	the	the	DET
fis-3115	231	5	load	load	NOUN
fis-3115	231	6	carrying	carry	VERB
fis-3115	231	7	capacity	capacity	NOUN
fis-3115	231	8	of	of	ADP
fis-3115	231	9	normal	normal	ADJ
fis-3115	231	10	and	and	CCONJ
fis-3115	231	11	lightweight	lightweight	ADJ
fis-3115	231	12	concrete	concrete	ADJ
fis-3115	231	13	filled	fill	VERB
fis-3115	231	14	square	square	ADJ
fis-3115	231	15	steel	steel	NOUN
fis-3115	231	16	tube	tube	NOUN
fis-3115	231	17	composite	composite	ADJ
fis-3115	231	18	columns	column	NOUN
fis-3115	231	19	,	,	PUNCT
fis-3115	231	20	int	int	NOUN
fis-3115	231	21	.	.	PUNCT
fis-3115	232	1	j.	j.	PROPN
fis-3115	232	2	appl	appl	PROPN
fis-3115	232	3	.	.	PUNCT
fis-3115	233	1	eng	eng	PROPN
fis-3115	233	2	.	.	PUNCT
fis-3115	234	1	res	res	PROPN
fis-3115	234	2	,	,	PUNCT
fis-3115	234	3	12	12	NUM
fis-3115	234	4	,	,	PUNCT
fis-3115	234	5	pp	pp	ADJ
fis-3115	234	6	.	.	PUNCT
fis-3115	235	1	5261–5266	5261–5266	X
fis-3115	235	2	.	.	PUNCT