id	sid	tid	token	lemma	pos
fis-5493	1	1	microsoft	microsoft	PROPN
fis-5493	1	2	word	word	PROPN
fis-5493	1	3	numero_74_art_21_5493.docx	numero_74_art_21_5493.docx	PROPN
fis-5493	1	4	a.	a.	NOUN
fis-5493	1	5	m.	m.	NOUN
fis-5493	1	6	almastri	almastri	PROPN
fis-5493	1	7	et	et	PROPN
fis-5493	1	8	alii	alii	PROPN
fis-5493	1	9	,	,	PUNCT
fis-5493	1	10	fracture	fracture	ADJ
fis-5493	1	11	and	and	CCONJ
fis-5493	1	12	structural	structural	ADJ
fis-5493	1	13	integrity	integrity	NOUN
fis-5493	1	14	,	,	PUNCT
fis-5493	1	15	74	74	NUM
fis-5493	1	16	(	(	PUNCT
fis-5493	1	17	2025	2025	NUM
fis-5493	1	18	)	)	PUNCT
fis-5493	1	19	342	342	NUM
fis-5493	1	20	-	-	SYM
fis-5493	1	21	357	357	NUM
fis-5493	1	22	;	;	PUNCT
fis-5493	1	23	doi	doi	NOUN
fis-5493	1	24	:	:	PUNCT
fis-5493	1	25	10.3221	10.3221	NUM
fis-5493	1	26	/	/	SYM
fis-5493	1	27	igf	igf	PROPN
fis-5493	1	28	-	-	ADJ
fis-5493	1	29	esis.74.21	esis.74.21	ADJ
fis-5493	1	30	342	342	NUM
fis-5493	1	31	strengthening	strengthening	NOUN
fis-5493	1	32	of	of	ADP
fis-5493	1	33	steel	steel	NOUN
fis-5493	1	34	i	i	NOUN
fis-5493	1	35	-	-	PUNCT
fis-5493	1	36	section	section	NOUN
fis-5493	1	37	girder	girder	NOUN
fis-5493	1	38	web	web	NOUN
fis-5493	1	39	with	with	ADP
fis-5493	1	40	depth	depth	NOUN
fis-5493	1	41	discontinuity	discontinuity	NOUN
fis-5493	1	42	against	against	ADP
fis-5493	1	43	localized	localized	ADJ
fis-5493	1	44	buckling	buckle	VERB
fis-5493	1	45	amin	amin	NOUN
fis-5493	1	46	h.	h.	PROPN
fis-5493	1	47	almasri	almasri	PROPN
fis-5493	1	48	jordan	jordan	PROPN
fis-5493	1	49	university	university	PROPN
fis-5493	1	50	of	of	ADP
fis-5493	1	51	science	science	NOUN
fis-5493	1	52	and	and	CCONJ
fis-5493	1	53	technology	technology	NOUN
fis-5493	1	54	,	,	PUNCT
fis-5493	1	55	jordan	jordan	PROPN
fis-5493	1	56	ahalmasri@just.edu.jo	ahalmasri@just.edu.jo	PROPN
fis-5493	1	57	,	,	PUNCT
fis-5493	1	58	https://orcid.org/0000-0002-5425-7704	https://orcid.org/0000-0002-5425-7704	PRON
fis-5493	1	59	mohammad	mohammad	PROPN
fis-5493	1	60	nadeem	nadeem	PROPN
fis-5493	1	61	akhtar	akhtar	PROPN
fis-5493	1	62	fahad	fahad	PROPN
fis-5493	1	63	bin	bin	PROPN
fis-5493	1	64	sultan	sultan	PROPN
fis-5493	1	65	university	university	PROPN
fis-5493	1	66	,	,	PUNCT
fis-5493	1	67	tabuk	tabuk	PROPN
fis-5493	1	68	,	,	PUNCT
fis-5493	1	69	saudi	saudi	PROPN
fis-5493	1	70	arabia	arabia	PROPN
fis-5493	1	71	nakhtar@fbsu.edu.sa	nakhtar@fbsu.edu.sa	PROPN
fis-5493	1	72	,	,	PUNCT
fis-5493	1	73	https://orcid.org/0000-0002-7806-1896	https://orcid.org/0000-0002-7806-1896	PROPN
fis-5493	1	74	keywords	keyword	NOUN
fis-5493	1	75	.	.	PUNCT
fis-5493	2	1	steel	steel	NOUN
fis-5493	2	2	,	,	PUNCT
fis-5493	2	3	web	web	NOUN
fis-5493	2	4	buckling	buckling	NOUN
fis-5493	2	5	,	,	PUNCT
fis-5493	2	6	stepped	step	VERB
fis-5493	2	7	girders	girder	NOUN
fis-5493	2	8	,	,	PUNCT
fis-5493	2	9	finite	finite	ADJ
fis-5493	2	10	element	element	NOUN
fis-5493	2	11	method	method	NOUN
fis-5493	2	12	.	.	PUNCT
fis-5493	3	1	citation	citation	NOUN
fis-5493	3	2	:	:	PUNCT
fis-5493	4	1	almasri	almasri	PROPN
fis-5493	4	2	,	,	PUNCT
fis-5493	4	3	a.	a.	PROPN
fis-5493	4	4	h.	h.	PROPN
fis-5493	4	5	,	,	PUNCT
fis-5493	4	6	akhtar	akhtar	PROPN
fis-5493	4	7	,	,	PUNCT
fis-5493	4	8	m.	m.	NOUN
fis-5493	4	9	n.	n.	PROPN
fis-5493	4	10	,	,	PUNCT
fis-5493	4	11	strengthening	strengthening	NOUN
fis-5493	4	12	of	of	ADP
fis-5493	4	13	steel	steel	NOUN
fis-5493	4	14	i	i	NOUN
fis-5493	4	15	-	-	PUNCT
fis-5493	4	16	section	section	NOUN
fis-5493	4	17	girder	girder	NOUN
fis-5493	4	18	web	web	NOUN
fis-5493	4	19	with	with	ADP
fis-5493	4	20	depth	depth	NOUN
fis-5493	4	21	discontinuity	discontinuity	NOUN
fis-5493	4	22	against	against	ADP
fis-5493	4	23	localized	localized	ADJ
fis-5493	4	24	buckling	buckling	NOUN
fis-5493	4	25	,	,	PUNCT
fis-5493	4	26	fracture	fracture	NOUN
fis-5493	4	27	and	and	CCONJ
fis-5493	4	28	structural	structural	ADJ
fis-5493	4	29	integrity	integrity	NOUN
fis-5493	4	30	,	,	PUNCT
fis-5493	4	31	74	74	NUM
fis-5493	4	32	(	(	PUNCT
fis-5493	4	33	2025	2025	NUM
fis-5493	4	34	)	)	PUNCT
fis-5493	4	35	342	342	NUM
fis-5493	4	36	-	-	SYM
fis-5493	4	37	357	357	NUM
fis-5493	4	38	.	.	PUNCT
fis-5493	5	1	received	receive	VERB
fis-5493	5	2	:	:	PUNCT
fis-5493	5	3	15.06.2025	15.06.2025	NUM
fis-5493	5	4	accepted	accept	VERB
fis-5493	5	5	:	:	PUNCT
fis-5493	5	6	06.09.2025	06.09.2025	NUM
fis-5493	5	7	published	publish	VERB
fis-5493	5	8	:	:	PUNCT
fis-5493	5	9	11.09.2025	11.09.2025	NUM
fis-5493	5	10	issue	issue	NOUN
fis-5493	5	11	:	:	PUNCT
fis-5493	5	12	10.2025	10.2025	NUM
fis-5493	5	13	copyright	copyright	NOUN
fis-5493	5	14	:	:	PUNCT
fis-5493	5	15	©	©	PROPN
fis-5493	5	16	2025	2025	NUM
fis-5493	5	17	this	this	PRON
fis-5493	5	18	is	be	AUX
fis-5493	5	19	an	an	DET
fis-5493	5	20	open	open	ADJ
fis-5493	5	21	access	access	NOUN
fis-5493	5	22	article	article	NOUN
fis-5493	5	23	under	under	ADP
fis-5493	5	24	the	the	DET
fis-5493	5	25	terms	term	NOUN
fis-5493	5	26	of	of	ADP
fis-5493	5	27	the	the	DET
fis-5493	5	28	cc	cc	NOUN
fis-5493	5	29	-	-	PUNCT
fis-5493	5	30	by	by	ADP
fis-5493	5	31	4.0	4.0	NUM
fis-5493	5	32	,	,	PUNCT
fis-5493	5	33	which	which	PRON
fis-5493	5	34	permits	permit	VERB
fis-5493	5	35	unrestricted	unrestricted	ADJ
fis-5493	5	36	use	use	NOUN
fis-5493	5	37	,	,	PUNCT
fis-5493	5	38	distribution	distribution	NOUN
fis-5493	5	39	,	,	PUNCT
fis-5493	5	40	and	and	CCONJ
fis-5493	5	41	reproduction	reproduction	NOUN
fis-5493	5	42	in	in	ADP
fis-5493	5	43	any	any	DET
fis-5493	5	44	medium	medium	NOUN
fis-5493	5	45	,	,	PUNCT
fis-5493	5	46	provided	provide	VERB
fis-5493	5	47	the	the	DET
fis-5493	5	48	original	original	ADJ
fis-5493	5	49	author	author	NOUN
fis-5493	5	50	and	and	CCONJ
fis-5493	5	51	source	source	NOUN
fis-5493	5	52	are	be	AUX
fis-5493	5	53	credited	credit	VERB
fis-5493	5	54	.	.	PUNCT
fis-5493	6	1	introduction	introduction	NOUN
fis-5493	6	2	teel	teel	PROPN
fis-5493	6	3	i	i	PROPN
fis-5493	6	4	-	-	PUNCT
fis-5493	6	5	section	section	NOUN
fis-5493	6	6	girders	girder	NOUN
fis-5493	6	7	and	and	CCONJ
fis-5493	6	8	beams	beam	NOUN
fis-5493	6	9	are	be	AUX
fis-5493	6	10	widely	widely	ADV
fis-5493	6	11	used	use	VERB
fis-5493	6	12	in	in	ADP
fis-5493	6	13	the	the	DET
fis-5493	6	14	construction	construction	NOUN
fis-5493	6	15	industry	industry	NOUN
fis-5493	6	16	due	due	ADP
fis-5493	6	17	to	to	ADP
fis-5493	6	18	their	their	PRON
fis-5493	6	19	high	high	ADJ
fis-5493	6	20	strength	strength	NOUN
fis-5493	6	21	-	-	PUNCT
fis-5493	6	22	to	to	ADP
fis-5493	6	23	-	-	PUNCT
fis-5493	6	24	weight	weight	NOUN
fis-5493	6	25	ratio	ratio	NOUN
fis-5493	6	26	,	,	PUNCT
fis-5493	6	27	durability	durability	NOUN
fis-5493	6	28	,	,	PUNCT
fis-5493	6	29	and	and	CCONJ
fis-5493	6	30	ease	ease	NOUN
fis-5493	6	31	of	of	ADP
fis-5493	6	32	fabrication	fabrication	NOUN
fis-5493	6	33	.	.	PUNCT
fis-5493	7	1	however	however	ADV
fis-5493	7	2	,	,	PUNCT
fis-5493	7	3	these	these	DET
fis-5493	7	4	structural	structural	ADJ
fis-5493	7	5	members	member	NOUN
fis-5493	7	6	are	be	AUX
fis-5493	7	7	susceptible	susceptible	ADJ
fis-5493	7	8	to	to	ADP
fis-5493	7	9	phenomena	phenomena	NOUN
fis-5493	7	10	such	such	ADJ
fis-5493	7	11	as	as	ADP
fis-5493	7	12	web	web	NOUN
fis-5493	7	13	buckling	buckling	NOUN
fis-5493	7	14	,	,	PUNCT
fis-5493	7	15	which	which	PRON
fis-5493	7	16	can	can	AUX
fis-5493	7	17	significantly	significantly	ADV
fis-5493	7	18	reduce	reduce	VERB
fis-5493	7	19	their	their	PRON
fis-5493	7	20	load	load	NOUN
fis-5493	7	21	-	-	PUNCT
fis-5493	7	22	carrying	carry	VERB
fis-5493	7	23	capacity	capacity	NOUN
fis-5493	7	24	and	and	CCONJ
fis-5493	7	25	compromise	compromise	VERB
fis-5493	7	26	the	the	DET
fis-5493	7	27	overall	overall	ADJ
fis-5493	7	28	structural	structural	ADJ
fis-5493	7	29	integrity	integrity	NOUN
fis-5493	7	30	.	.	PUNCT
fis-5493	8	1	web	web	NOUN
fis-5493	8	2	buckling	buckling	NOUN
fis-5493	8	3	occurs	occur	VERB
fis-5493	8	4	when	when	SCONJ
fis-5493	8	5	the	the	DET
fis-5493	8	6	web	web	NOUN
fis-5493	8	7	of	of	ADP
fis-5493	8	8	a	a	DET
fis-5493	8	9	steel	steel	NOUN
fis-5493	8	10	i	i	NOUN
fis-5493	8	11	-	-	PUNCT
fis-5493	8	12	section	section	NOUN
fis-5493	8	13	girder	girder	NOUN
fis-5493	8	14	or	or	CCONJ
fis-5493	8	15	beam	beam	NOUN
fis-5493	8	16	experiences	experience	NOUN
fis-5493	8	17	compressive	compressive	ADJ
fis-5493	8	18	stresses	stress	NOUN
fis-5493	8	19	that	that	PRON
fis-5493	8	20	exceed	exceed	VERB
fis-5493	8	21	its	its	PRON
fis-5493	8	22	critical	critical	ADJ
fis-5493	8	23	buckling	buckling	NOUN
fis-5493	8	24	stress	stress	NOUN
fis-5493	8	25	.	.	PUNCT
fis-5493	9	1	it	it	PRON
fis-5493	9	2	can	can	AUX
fis-5493	9	3	be	be	AUX
fis-5493	9	4	attributed	attribute	VERB
fis-5493	9	5	to	to	ADP
fis-5493	9	6	several	several	ADJ
fis-5493	9	7	factors	factor	NOUN
fis-5493	9	8	,	,	PUNCT
fis-5493	9	9	including	include	VERB
fis-5493	9	10	:	:	PUNCT
fis-5493	9	11	1	1	X
fis-5493	9	12	.	.	NOUN
fis-5493	9	13	eccentricity	eccentricity	NOUN
fis-5493	9	14	of	of	ADP
fis-5493	9	15	load	load	NOUN
fis-5493	9	16	:	:	PUNCT
fis-5493	9	17	when	when	SCONJ
fis-5493	9	18	the	the	DET
fis-5493	9	19	load	load	NOUN
fis-5493	9	20	is	be	AUX
fis-5493	9	21	applied	apply	VERB
fis-5493	9	22	to	to	ADP
fis-5493	9	23	the	the	DET
fis-5493	9	24	girder	girder	NOUN
fis-5493	9	25	with	with	ADP
fis-5493	9	26	an	an	DET
fis-5493	9	27	eccentricity	eccentricity	NOUN
fis-5493	9	28	,	,	PUNCT
fis-5493	9	29	additional	additional	ADJ
fis-5493	9	30	stresses	stress	NOUN
fis-5493	9	31	are	be	AUX
fis-5493	9	32	added	add	VERB
fis-5493	9	33	to	to	ADP
fis-5493	9	34	it	it	PRON
fis-5493	9	35	due	due	ADP
fis-5493	9	36	to	to	ADP
fis-5493	9	37	this	this	DET
fis-5493	9	38	eccentricity	eccentricity	NOUN
fis-5493	9	39	,	,	PUNCT
fis-5493	9	40	causing	cause	VERB
fis-5493	9	41	it	it	PRON
fis-5493	9	42	to	to	PART
fis-5493	9	43	reach	reach	VERB
fis-5493	9	44	the	the	DET
fis-5493	9	45	buckling	buckle	VERB
fis-5493	9	46	capacity	capacity	NOUN
fis-5493	9	47	faster	fast	ADV
fis-5493	9	48	.	.	PUNCT
fis-5493	10	1	s	s	VERB
fis-5493	10	2	https://youtu.be/oy8ezfepu0a	https://youtu.be/oy8ezfepu0a	NOUN
fis-5493	10	3	a.	a.	NOUN
fis-5493	10	4	m.	m.	NOUN
fis-5493	10	5	almastri	almastri	PROPN
fis-5493	10	6	et	et	PROPN
fis-5493	10	7	alii	alii	PROPN
fis-5493	10	8	,	,	PUNCT
fis-5493	10	9	fracture	fracture	ADJ
fis-5493	10	10	and	and	CCONJ
fis-5493	10	11	structural	structural	ADJ
fis-5493	10	12	integrity	integrity	NOUN
fis-5493	10	13	,	,	PUNCT
fis-5493	10	14	74	74	NUM
fis-5493	10	15	(	(	PUNCT
fis-5493	10	16	2025	2025	NUM
fis-5493	10	17	)	)	PUNCT
fis-5493	10	18	342	342	NUM
fis-5493	10	19	-	-	SYM
fis-5493	10	20	357	357	NUM
fis-5493	10	21	;	;	PUNCT
fis-5493	10	22	doi	doi	NOUN
fis-5493	10	23	:	:	PUNCT
fis-5493	10	24	10.3221	10.3221	NUM
fis-5493	10	25	/	/	SYM
fis-5493	10	26	igf	igf	PROPN
fis-5493	10	27	-	-	ADJ
fis-5493	10	28	esis.74.21	esis.74.21	VERB
fis-5493	10	29	343	343	NUM
fis-5493	10	30	2	2	NUM
fis-5493	10	31	.	.	PUNCT
fis-5493	11	1	shear	shear	PROPN
fis-5493	11	2	lag	lag	PROPN
fis-5493	11	3	:	:	PUNCT
fis-5493	11	4	shear	shear	NOUN
fis-5493	11	5	lag	lag	NOUN
fis-5493	11	6	is	be	AUX
fis-5493	11	7	a	a	DET
fis-5493	11	8	phenomenon	phenomenon	NOUN
fis-5493	11	9	where	where	SCONJ
fis-5493	11	10	the	the	DET
fis-5493	11	11	stress	stress	NOUN
fis-5493	11	12	distribution	distribution	NOUN
fis-5493	11	13	in	in	ADP
fis-5493	11	14	the	the	DET
fis-5493	11	15	web	web	NOUN
fis-5493	11	16	is	be	AUX
fis-5493	11	17	not	not	PART
fis-5493	11	18	uniform	uniform	ADJ
fis-5493	11	19	due	due	ADP
fis-5493	11	20	to	to	ADP
fis-5493	11	21	the	the	DET
fis-5493	11	22	non	non	ADJ
fis-5493	11	23	-	-	ADJ
fis-5493	11	24	uniform	uniform	ADJ
fis-5493	11	25	distribution	distribution	NOUN
fis-5493	11	26	of	of	ADP
fis-5493	11	27	shear	shear	NOUN
fis-5493	11	28	forces	force	NOUN
fis-5493	11	29	,	,	PUNCT
fis-5493	11	30	leading	lead	VERB
fis-5493	11	31	to	to	ADP
fis-5493	11	32	localized	localize	VERB
fis-5493	11	33	stress	stress	NOUN
fis-5493	11	34	concentrations	concentration	NOUN
fis-5493	11	35	,	,	PUNCT
fis-5493	11	36	such	such	ADJ
fis-5493	11	37	as	as	ADP
fis-5493	11	38	those	those	PRON
fis-5493	11	39	around	around	ADP
fis-5493	11	40	bolt	bolt	NOUN
fis-5493	11	41	holes	hole	NOUN
fis-5493	11	42	.	.	PUNCT
fis-5493	12	1	it	it	PRON
fis-5493	12	2	can	can	AUX
fis-5493	12	3	add	add	VERB
fis-5493	12	4	complexity	complexity	NOUN
fis-5493	12	5	to	to	ADP
fis-5493	12	6	the	the	DET
fis-5493	12	7	stress	stress	ADJ
fis-5493	12	8	state	state	NOUN
fis-5493	12	9	of	of	ADP
fis-5493	12	10	the	the	DET
fis-5493	12	11	web	web	NOUN
fis-5493	12	12	and	and	CCONJ
fis-5493	12	13	,	,	PUNCT
fis-5493	12	14	therefore	therefore	ADV
fis-5493	12	15	,	,	PUNCT
fis-5493	12	16	could	could	AUX
fis-5493	12	17	lower	lower	VERB
fis-5493	12	18	the	the	DET
fis-5493	12	19	buckling	buckle	VERB
fis-5493	12	20	capacity	capacity	NOUN
fis-5493	12	21	of	of	ADP
fis-5493	12	22	the	the	DET
fis-5493	12	23	web	web	NOUN
fis-5493	12	24	.	.	PROPN
fis-5493	12	25	3	3	NUM
fis-5493	12	26	.	.	NOUN
fis-5493	12	27	web	web	NOUN
fis-5493	12	28	thickness	thickness	NOUN
fis-5493	12	29	:	:	PUNCT
fis-5493	12	30	slender	slender	ADJ
fis-5493	12	31	webs	webs	NOUN
fis-5493	12	32	,	,	PUNCT
fis-5493	12	33	characterized	characterize	VERB
fis-5493	12	34	by	by	ADP
fis-5493	12	35	a	a	DET
fis-5493	12	36	large	large	ADJ
fis-5493	12	37	height	height	NOUN
fis-5493	12	38	-	-	PUNCT
fis-5493	12	39	to	to	ADP
fis-5493	12	40	-	-	PUNCT
fis-5493	12	41	thickness	thickness	NOUN
fis-5493	12	42	ratio	ratio	NOUN
fis-5493	12	43	,	,	PUNCT
fis-5493	12	44	are	be	AUX
fis-5493	12	45	more	more	ADV
fis-5493	12	46	susceptible	susceptible	ADJ
fis-5493	12	47	to	to	ADP
fis-5493	12	48	buckling	buckle	VERB
fis-5493	12	49	due	due	ADP
fis-5493	12	50	to	to	ADP
fis-5493	12	51	their	their	PRON
fis-5493	12	52	lower	low	ADJ
fis-5493	12	53	flexural	flexural	ADJ
fis-5493	12	54	stiffness	stiffness	NOUN
fis-5493	12	55	.	.	PUNCT
fis-5493	13	1	4	4	X
fis-5493	13	2	.	.	NOUN
fis-5493	13	3	web	web	NOUN
fis-5493	13	4	openings	opening	NOUN
fis-5493	13	5	:	:	PUNCT
fis-5493	13	6	the	the	DET
fis-5493	13	7	presence	presence	NOUN
fis-5493	13	8	of	of	ADP
fis-5493	13	9	web	web	NOUN
fis-5493	13	10	openings	opening	NOUN
fis-5493	13	11	,	,	PUNCT
fis-5493	13	12	such	such	ADJ
fis-5493	13	13	as	as	ADP
fis-5493	13	14	access	access	NOUN
fis-5493	13	15	holes	hole	NOUN
fis-5493	13	16	or	or	CCONJ
fis-5493	13	17	cutouts	cutout	NOUN
fis-5493	13	18	,	,	PUNCT
fis-5493	13	19	can	can	AUX
fis-5493	13	20	significantly	significantly	ADV
fis-5493	13	21	reduce	reduce	VERB
fis-5493	13	22	the	the	DET
fis-5493	13	23	web	web	NOUN
fis-5493	13	24	's	's	PART
fis-5493	13	25	effective	effective	ADJ
fis-5493	13	26	area	area	NOUN
fis-5493	13	27	and	and	CCONJ
fis-5493	13	28	stiffness	stiffness	NOUN
fis-5493	13	29	,	,	PUNCT
fis-5493	13	30	making	make	VERB
fis-5493	13	31	it	it	PRON
fis-5493	13	32	more	more	ADV
fis-5493	13	33	prone	prone	ADJ
fis-5493	13	34	to	to	ADP
fis-5493	13	35	buckling	buckle	VERB
fis-5493	13	36	.	.	PUNCT
fis-5493	14	1	steel	steel	NOUN
fis-5493	14	2	web	web	NOUN
fis-5493	14	3	buckling	buckling	NOUN
fis-5493	14	4	of	of	ADP
fis-5493	14	5	i	i	PROPN
fis-5493	14	6	-	-	PUNCT
fis-5493	14	7	section	section	NOUN
fis-5493	14	8	beams	beam	NOUN
fis-5493	14	9	and	and	CCONJ
fis-5493	14	10	girders	girder	NOUN
fis-5493	14	11	is	be	AUX
fis-5493	14	12	a	a	DET
fis-5493	14	13	critical	critical	ADJ
fis-5493	14	14	failure	failure	NOUN
fis-5493	14	15	mode	mode	NOUN
fis-5493	14	16	that	that	PRON
fis-5493	14	17	must	must	AUX
fis-5493	14	18	be	be	AUX
fis-5493	14	19	thoroughly	thoroughly	ADV
fis-5493	14	20	understood	understand	VERB
fis-5493	14	21	for	for	ADP
fis-5493	14	22	the	the	DET
fis-5493	14	23	safe	safe	ADJ
fis-5493	14	24	and	and	CCONJ
fis-5493	14	25	efficient	efficient	ADJ
fis-5493	14	26	design	design	NOUN
fis-5493	14	27	.	.	PUNCT
fis-5493	15	1	the	the	DET
fis-5493	15	2	behavior	behavior	NOUN
fis-5493	15	3	of	of	ADP
fis-5493	15	4	steel	steel	NOUN
fis-5493	15	5	web	web	NOUN
fis-5493	15	6	elements	element	NOUN
fis-5493	15	7	under	under	ADP
fis-5493	15	8	various	various	ADJ
fis-5493	15	9	loading	loading	NOUN
fis-5493	15	10	conditions	condition	NOUN
fis-5493	15	11	and	and	CCONJ
fis-5493	15	12	material	material	NOUN
fis-5493	15	13	properties	property	NOUN
fis-5493	15	14	has	have	AUX
fis-5493	15	15	been	be	AUX
fis-5493	15	16	extensively	extensively	ADV
fis-5493	15	17	studied	study	VERB
fis-5493	15	18	.	.	PUNCT
fis-5493	16	1	there	there	PRON
fis-5493	16	2	are	be	VERB
fis-5493	16	3	different	different	ADJ
fis-5493	16	4	types	type	NOUN
fis-5493	16	5	of	of	ADP
fis-5493	16	6	web	web	NOUN
fis-5493	16	7	buckling	buckling	NOUN
fis-5493	16	8	,	,	PUNCT
fis-5493	16	9	like	like	ADP
fis-5493	16	10	shear	shear	NOUN
fis-5493	16	11	buckling	buckling	NOUN
fis-5493	16	12	,	,	PUNCT
fis-5493	16	13	lateral	lateral	ADJ
fis-5493	16	14	buckling	buckling	NOUN
fis-5493	16	15	along	along	ADP
fis-5493	16	16	the	the	DET
fis-5493	16	17	whole	whole	ADJ
fis-5493	16	18	length	length	NOUN
fis-5493	16	19	of	of	ADP
fis-5493	16	20	the	the	DET
fis-5493	16	21	girder	girder	NOUN
fis-5493	16	22	,	,	PUNCT
fis-5493	16	23	and	and	CCONJ
fis-5493	16	24	local	local	ADJ
fis-5493	16	25	web	web	NOUN
fis-5493	16	26	compression	compression	NOUN
fis-5493	16	27	buckling	buckling	NOUN
fis-5493	16	28	.	.	PUNCT
fis-5493	17	1	they	they	PRON
fis-5493	17	2	are	be	AUX
fis-5493	17	3	illustrated	illustrate	VERB
fis-5493	17	4	in	in	ADP
fis-5493	17	5	fig	fig	NOUN
fis-5493	17	6	.	.	PUNCT
fis-5493	18	1	1	1	X
fis-5493	18	2	.	.	X
fis-5493	18	3	several	several	ADJ
fis-5493	18	4	techniques	technique	NOUN
fis-5493	18	5	can	can	AUX
fis-5493	18	6	be	be	AUX
fis-5493	18	7	employed	employ	VERB
fis-5493	18	8	to	to	PART
fis-5493	18	9	prevent	prevent	VERB
fis-5493	18	10	or	or	CCONJ
fis-5493	18	11	control	control	VERB
fis-5493	18	12	web	web	NOUN
fis-5493	18	13	buckling	buckling	NOUN
fis-5493	18	14	in	in	ADP
fis-5493	18	15	steel	steel	NOUN
fis-5493	18	16	plate	plate	NOUN
fis-5493	18	17	girders	girder	NOUN
fis-5493	18	18	,	,	PUNCT
fis-5493	18	19	such	such	ADJ
fis-5493	18	20	as	as	ADP
fis-5493	18	21	using	use	VERB
fis-5493	18	22	web	web	NOUN
fis-5493	18	23	stiffeners	stiffener	NOUN
fis-5493	18	24	(	(	PUNCT
fis-5493	18	25	vertical	vertical	ADJ
fis-5493	18	26	or	or	CCONJ
fis-5493	18	27	longitudinal	longitudinal	ADJ
fis-5493	18	28	)	)	PUNCT
fis-5493	18	29	or	or	CCONJ
fis-5493	18	30	increasing	increase	VERB
fis-5493	18	31	the	the	DET
fis-5493	18	32	thickness	thickness	NOUN
fis-5493	18	33	of	of	ADP
fis-5493	18	34	the	the	DET
fis-5493	18	35	web	web	NOUN
fis-5493	18	36	.	.	PUNCT
fis-5493	19	1	such	such	ADJ
fis-5493	19	2	techniques	technique	NOUN
fis-5493	19	3	increase	increase	VERB
fis-5493	19	4	the	the	DET
fis-5493	19	5	web	web	NOUN
fis-5493	19	6	flexural	flexural	ADJ
fis-5493	19	7	stiffness	stiffness	NOUN
fis-5493	19	8	and	and	CCONJ
fis-5493	19	9	resistance	resistance	NOUN
fis-5493	19	10	to	to	ADP
fis-5493	19	11	buckling	buckling	NOUN
fis-5493	19	12	.	.	PUNCT
fis-5493	20	1	steel	steel	NOUN
fis-5493	20	2	igirders	igirder	NOUN
fis-5493	20	3	often	often	ADV
fis-5493	20	4	can	can	AUX
fis-5493	20	5	be	be	AUX
fis-5493	20	6	loaded	load	VERB
fis-5493	20	7	beyond	beyond	ADP
fis-5493	20	8	the	the	DET
fis-5493	20	9	web	web	NOUN
fis-5493	20	10	buckling	buckling	NOUN
fis-5493	20	11	load	load	NOUN
fis-5493	20	12	predicted	predict	VERB
fis-5493	20	13	by	by	ADP
fis-5493	20	14	the	the	DET
fis-5493	20	15	classical	classical	ADJ
fis-5493	20	16	plate	plate	NOUN
fis-5493	20	17	buckling	buckling	NOUN
fis-5493	20	18	theory	theory	NOUN
fis-5493	20	19	.	.	PUNCT
fis-5493	21	1	it	it	PRON
fis-5493	21	2	is	be	AUX
fis-5493	21	3	because	because	SCONJ
fis-5493	21	4	the	the	DET
fis-5493	21	5	web	web	NOUN
fis-5493	21	6	plate	plate	NOUN
fis-5493	21	7	is	be	AUX
fis-5493	21	8	framed	frame	VERB
fis-5493	21	9	by	by	ADP
fis-5493	21	10	flanges	flange	NOUN
fis-5493	21	11	and	and	CCONJ
fis-5493	21	12	transverse	transverse	NOUN
fis-5493	21	13	stiffeners	stiffener	NOUN
fis-5493	21	14	,	,	PUNCT
fis-5493	21	15	allowing	allow	VERB
fis-5493	21	16	stress	stress	NOUN
fis-5493	21	17	redistribution	redistribution	NOUN
fis-5493	21	18	.	.	PUNCT
fis-5493	22	1	(	(	PUNCT
fis-5493	22	2	a	a	X
fis-5493	22	3	)	)	PUNCT
fis-5493	22	4	(	(	PUNCT
fis-5493	22	5	b	b	X
fis-5493	22	6	)	)	PUNCT
fis-5493	22	7	(	(	PUNCT
fis-5493	22	8	c	c	X
fis-5493	22	9	)	)	PUNCT
fis-5493	22	10	figure	figure	NOUN
fis-5493	22	11	1	1	NUM
fis-5493	22	12	:	:	PUNCT
fis-5493	22	13	different	different	ADJ
fis-5493	22	14	types	type	NOUN
fis-5493	22	15	of	of	ADP
fis-5493	22	16	steel	steel	NOUN
fis-5493	22	17	i	i	NOUN
fis-5493	22	18	-	-	PUNCT
fis-5493	22	19	section	section	NOUN
fis-5493	22	20	beam	beam	NOUN
fis-5493	22	21	web	web	NOUN
fis-5493	22	22	buckling	buckling	NOUN
fis-5493	22	23	,	,	PUNCT
fis-5493	22	24	(	(	PUNCT
fis-5493	22	25	a	a	X
fis-5493	22	26	)	)	PUNCT
fis-5493	22	27	shear	shear	NOUN
fis-5493	22	28	buckling	buckling	NOUN
fis-5493	22	29	,	,	PUNCT
fis-5493	22	30	(	(	PUNCT
fis-5493	22	31	b	b	NOUN
fis-5493	22	32	)	)	PUNCT
fis-5493	22	33	web	web	NOUN
fis-5493	22	34	lateral	lateral	ADJ
fis-5493	22	35	buckling	buckling	NOUN
fis-5493	22	36	along	along	ADP
fis-5493	22	37	the	the	DET
fis-5493	22	38	whole	whole	ADJ
fis-5493	22	39	span	span	NOUN
fis-5493	22	40	,	,	PUNCT
fis-5493	22	41	and	and	CCONJ
fis-5493	22	42	(	(	PUNCT
fis-5493	22	43	c	c	X
fis-5493	22	44	)	)	PUNCT
fis-5493	22	45	local	local	ADJ
fis-5493	22	46	web	web	NOUN
fis-5493	22	47	buckling	buckling	NOUN
fis-5493	22	48	.	.	PUNCT
fis-5493	23	1	steel	steel	NOUN
fis-5493	23	2	beams	beam	NOUN
fis-5493	23	3	with	with	ADP
fis-5493	23	4	varying	vary	VERB
fis-5493	23	5	section	section	NOUN
fis-5493	23	6	depths	depth	NOUN
fis-5493	23	7	have	have	AUX
fis-5493	23	8	become	become	VERB
fis-5493	23	9	more	more	ADV
fis-5493	23	10	common	common	ADJ
fis-5493	23	11	in	in	ADP
fis-5493	23	12	recent	recent	ADJ
fis-5493	23	13	years	year	NOUN
fis-5493	23	14	.	.	PUNCT
fis-5493	24	1	they	they	PRON
fis-5493	24	2	are	be	AUX
fis-5493	24	3	used	use	VERB
fis-5493	24	4	to	to	PART
fis-5493	24	5	reduce	reduce	VERB
fis-5493	24	6	material	material	NOUN
fis-5493	24	7	,	,	PUNCT
fis-5493	24	8	reduce	reduce	VERB
fis-5493	24	9	self	self	NOUN
fis-5493	24	10	-	-	PUNCT
fis-5493	24	11	weight	weight	NOUN
fis-5493	24	12	,	,	PUNCT
fis-5493	24	13	provide	provide	VERB
fis-5493	24	14	room	room	NOUN
fis-5493	24	15	access	access	NOUN
fis-5493	24	16	for	for	ADP
fis-5493	24	17	utility	utility	NOUN
fis-5493	24	18	services	service	NOUN
fis-5493	24	19	,	,	PUNCT
fis-5493	24	20	or	or	CCONJ
fis-5493	24	21	for	for	ADP
fis-5493	24	22	aesthetic	aesthetic	ADJ
fis-5493	24	23	reasons	reason	NOUN
fis-5493	24	24	.	.	PUNCT
fis-5493	25	1	even	even	ADV
fis-5493	25	2	though	though	SCONJ
fis-5493	25	3	the	the	DET
fis-5493	25	4	web	web	NOUN
fis-5493	25	5	buckling	buckling	NOUN
fis-5493	25	6	of	of	ADP
fis-5493	25	7	prismatic	prismatic	ADJ
fis-5493	25	8	and	and	CCONJ
fis-5493	25	9	tapered	tapered	ADJ
fis-5493	25	10	i	i	PROPN
fis-5493	25	11	-	-	PUNCT
fis-5493	25	12	beams	beam	NOUN
fis-5493	25	13	behavior	behavior	NOUN
fis-5493	25	14	was	be	AUX
fis-5493	25	15	widely	widely	ADV
fis-5493	25	16	investigated	investigate	VERB
fis-5493	25	17	in	in	ADP
fis-5493	25	18	literature	literature	NOUN
fis-5493	25	19	,	,	PUNCT
fis-5493	25	20	the	the	DET
fis-5493	25	21	behavior	behavior	NOUN
fis-5493	25	22	of	of	ADP
fis-5493	25	23	stepped	step	VERB
fis-5493	25	24	beams	beam	NOUN
fis-5493	25	25	with	with	ADP
fis-5493	25	26	depth	depth	NOUN
fis-5493	25	27	discontinuity	discontinuity	NOUN
fis-5493	25	28	remains	remain	VERB
fis-5493	25	29	largely	largely	ADV
fis-5493	25	30	unexplored	unexplored	ADJ
fis-5493	25	31	.	.	PUNCT
fis-5493	26	1	this	this	DET
fis-5493	26	2	paper	paper	NOUN
fis-5493	26	3	aims	aim	VERB
fis-5493	26	4	to	to	PART
fis-5493	26	5	provide	provide	VERB
fis-5493	26	6	a	a	DET
fis-5493	26	7	comprehensive	comprehensive	ADJ
fis-5493	26	8	analysis	analysis	NOUN
fis-5493	26	9	of	of	ADP
fis-5493	26	10	web	web	NOUN
fis-5493	26	11	buckling	buckling	NOUN
fis-5493	26	12	in	in	ADP
fis-5493	26	13	steel	steel	NOUN
fis-5493	26	14	stepped	step	VERB
fis-5493	26	15	i	i	PRON
fis-5493	26	16	girders	girder	NOUN
fis-5493	26	17	and	and	CCONJ
fis-5493	26	18	beams	beam	NOUN
fis-5493	26	19	and	and	CCONJ
fis-5493	26	20	recommend	recommend	VERB
fis-5493	26	21	different	different	ADJ
fis-5493	26	22	options	option	NOUN
fis-5493	26	23	for	for	ADP
fis-5493	26	24	dealing	deal	VERB
fis-5493	26	25	with	with	ADP
fis-5493	26	26	such	such	DET
fis-5493	26	27	a	a	DET
fis-5493	26	28	problem	problem	NOUN
fis-5493	26	29	.	.	PUNCT
fis-5493	27	1	literature	literature	NOUN
fis-5493	27	2	review	review	VERB
fis-5493	27	3	arrau	arrau	PROPN
fis-5493	27	4	et	et	PROPN
fis-5493	27	5	al	al	PROPN
fis-5493	27	6	.	.	PUNCT
fis-5493	28	1	[	[	X
fis-5493	28	2	1	1	X
fis-5493	28	3	]	]	PUNCT
fis-5493	28	4	studied	study	VERB
fis-5493	28	5	the	the	DET
fis-5493	28	6	post	post	NOUN
fis-5493	28	7	-	-	ADJ
fis-5493	28	8	buckling	buckling	NOUN
fis-5493	28	9	of	of	ADP
fis-5493	28	10	a	a	DET
fis-5493	28	11	stiffened	stiffen	VERB
fis-5493	28	12	beam	beam	NOUN
fis-5493	28	13	subjected	subject	VERB
fis-5493	28	14	to	to	ADP
fis-5493	28	15	a	a	DET
fis-5493	28	16	single	single	ADJ
fis-5493	28	17	shear	shear	NOUN
fis-5493	28	18	load	load	NOUN
fis-5493	28	19	.	.	PUNCT
fis-5493	29	1	they	they	PRON
fis-5493	29	2	used	use	VERB
fis-5493	29	3	wagner	wagner	PROPN
fis-5493	29	4	's	's	PART
fis-5493	29	5	theory	theory	NOUN
fis-5493	29	6	and	and	CCONJ
fis-5493	29	7	a	a	DET
fis-5493	29	8	non	non	ADJ
fis-5493	29	9	-	-	ADJ
fis-5493	29	10	linear	linear	ADJ
fis-5493	29	11	finite	finite	ADJ
fis-5493	29	12	element	element	NOUN
fis-5493	29	13	method	method	NOUN
fis-5493	29	14	to	to	PART
fis-5493	29	15	analyse	analyse	VERB
fis-5493	29	16	the	the	DET
fis-5493	29	17	problem	problem	NOUN
fis-5493	29	18	.	.	PUNCT
fis-5493	30	1	a	a	DET
fis-5493	30	2	new	new	ADJ
fis-5493	30	3	approach	approach	NOUN
fis-5493	30	4	was	be	AUX
fis-5493	30	5	suggested	suggest	VERB
fis-5493	30	6	to	to	PART
fis-5493	30	7	investigate	investigate	VERB
fis-5493	30	8	post	post	ADJ
fis-5493	30	9	-	-	ADJ
fis-5493	30	10	buckling	buckling	ADJ
fis-5493	30	11	behaviour	behaviour	NOUN
fis-5493	30	12	,	,	PUNCT
fis-5493	30	13	where	where	SCONJ
fis-5493	30	14	two	two	NUM
fis-5493	30	15	zones	zone	NOUN
fis-5493	30	16	are	be	AUX
fis-5493	30	17	assumed	assume	VERB
fis-5493	30	18	in	in	ADP
fis-5493	30	19	each	each	DET
fis-5493	30	20	panel	panel	NOUN
fis-5493	30	21	,	,	PUNCT
fis-5493	30	22	an	an	DET
fis-5493	30	23	inner	inner	ADJ
fis-5493	30	24	zone	zone	NOUN
fis-5493	30	25	with	with	ADP
fis-5493	30	26	a	a	DET
fis-5493	30	27	damage	damage	NOUN
fis-5493	30	28	law	law	NOUN
fis-5493	30	29	and	and	CCONJ
fis-5493	30	30	an	an	DET
fis-5493	30	31	outside	outside	ADJ
fis-5493	30	32	zone	zone	NOUN
fis-5493	30	33	containing	contain	VERB
fis-5493	30	34	the	the	DET
fis-5493	30	35	original	original	ADJ
fis-5493	30	36	material	material	NOUN
fis-5493	30	37	.	.	PUNCT
fis-5493	31	1	the	the	DET
fis-5493	31	2	outcomes	outcome	NOUN
fis-5493	31	3	of	of	ADP
fis-5493	31	4	this	this	DET
fis-5493	31	5	analysis	analysis	NOUN
fis-5493	31	6	were	be	AUX
fis-5493	31	7	in	in	ADP
fis-5493	31	8	good	good	ADJ
fis-5493	31	9	agreement	agreement	NOUN
fis-5493	31	10	with	with	ADP
fis-5493	31	11	the	the	DET
fis-5493	31	12	findings	finding	NOUN
fis-5493	31	13	of	of	ADP
fis-5493	31	14	the	the	DET
fis-5493	31	15	experiments	experiment	NOUN
fis-5493	31	16	.	.	PUNCT
fis-5493	32	1	loaiza	loaiza	ADV
fis-5493	32	2	et	et	PROPN
fis-5493	32	3	al	al	PROPN
fis-5493	32	4	.	.	PUNCT
fis-5493	33	1	[	[	X
fis-5493	33	2	2	2	X
fis-5493	33	3	]	]	PUNCT
fis-5493	33	4	proposed	propose	VERB
fis-5493	33	5	an	an	DET
fis-5493	33	6	approach	approach	NOUN
fis-5493	33	7	for	for	ADP
fis-5493	33	8	evaluating	evaluate	VERB
fis-5493	33	9	the	the	DET
fis-5493	33	10	effect	effect	NOUN
fis-5493	33	11	of	of	ADP
fis-5493	33	12	longitudinal	longitudinal	ADJ
fis-5493	33	13	stiffening	stiffening	NOUN
fis-5493	33	14	of	of	ADP
fis-5493	33	15	plate	plate	NOUN
fis-5493	33	16	girder	girder	NOUN
fis-5493	33	17	webs	webs	NOUN
fis-5493	33	18	subjected	subject	VERB
fis-5493	33	19	to	to	ADP
fis-5493	33	20	concentrated	concentrated	ADJ
fis-5493	33	21	loads	load	NOUN
fis-5493	33	22	on	on	ADP
fis-5493	33	23	the	the	DET
fis-5493	33	24	ultimate	ultimate	ADJ
fis-5493	33	25	strength	strength	NOUN
fis-5493	33	26	.	.	PUNCT
fis-5493	34	1	the	the	DET
fis-5493	34	2	approach	approach	NOUN
fis-5493	34	3	is	be	AUX
fis-5493	34	4	based	base	VERB
fis-5493	34	5	on	on	ADP
fis-5493	34	6	a	a	DET
fis-5493	34	7	plastic	plastic	ADJ
fis-5493	34	8	collapse	collapse	NOUN
fis-5493	34	9	mechanism	mechanism	NOUN
fis-5493	34	10	.	.	PUNCT
fis-5493	35	1	the	the	DET
fis-5493	35	2	stiffener	stiffener	NOUN
fis-5493	35	3	's	's	PART
fis-5493	35	4	influence	influence	NOUN
fis-5493	35	5	is	be	AUX
fis-5493	35	6	then	then	ADV
fis-5493	35	7	accounted	account	VERB
fis-5493	35	8	for	for	ADP
fis-5493	35	9	in	in	ADP
fis-5493	35	10	a	a	DET
fis-5493	35	11	closed	closed	ADJ
fis-5493	35	12	-	-	PUNCT
fis-5493	35	13	form	form	NOUN
fis-5493	35	14	solution	solution	NOUN
fis-5493	35	15	.	.	PUNCT
fis-5493	36	1	theoretical	theoretical	ADJ
fis-5493	36	2	predictions	prediction	NOUN
fis-5493	36	3	match	match	VERB
fis-5493	36	4	well	well	ADV
fis-5493	36	5	with	with	ADP
fis-5493	36	6	the	the	DET
fis-5493	36	7	available	available	ADJ
fis-5493	36	8	experimental	experimental	ADJ
fis-5493	36	9	results	result	NOUN
fis-5493	36	10	.	.	PUNCT
fis-5493	37	1	shi	shi	PROPN
fis-5493	37	2	and	and	CCONJ
fis-5493	37	3	xu	xu	PROPN
fis-5493	38	1	[	[	X
fis-5493	38	2	3	3	NUM
fis-5493	38	3	]	]	PUNCT
fis-5493	38	4	conducted	conduct	VERB
fis-5493	38	5	experiments	experiment	NOUN
fis-5493	38	6	on	on	ADP
fis-5493	38	7	q550	q550	NUM
fis-5493	38	8	high	high	ADJ
fis-5493	38	9	-	-	PUNCT
fis-5493	38	10	strength	strength	NOUN
fis-5493	38	11	steel	steel	NOUN
fis-5493	38	12	i	i	NOUN
fis-5493	38	13	-	-	PUNCT
fis-5493	38	14	section	section	NOUN
fis-5493	38	15	beams	beam	NOUN
fis-5493	38	16	under	under	ADP
fis-5493	38	17	moment	moment	NOUN
fis-5493	38	18	gradient	gradient	NOUN
fis-5493	38	19	(	(	PUNCT
fis-5493	38	20	mg	mg	PROPN
fis-5493	38	21	)	)	PUNCT
fis-5493	38	22	and	and	CCONJ
fis-5493	38	23	under	under	ADP
fis-5493	38	24	patch	patch	NOUN
fis-5493	38	25	loading	loading	NOUN
fis-5493	38	26	(	(	PUNCT
fis-5493	38	27	pl	pl	NOUN
fis-5493	38	28	)	)	PUNCT
fis-5493	38	29	,	,	PUNCT
fis-5493	38	30	to	to	PART
fis-5493	38	31	investigate	investigate	VERB
fis-5493	38	32	the	the	DET
fis-5493	38	33	local	local	ADJ
fis-5493	38	34	buckling	buckle	VERB
fis-5493	38	35	behaviour	behaviour	NOUN
fis-5493	38	36	.	.	PUNCT
fis-5493	39	1	the	the	DET
fis-5493	39	2	specimens	specimen	NOUN
fis-5493	39	3	'	'	PART
fis-5493	39	4	failure	failure	NOUN
fis-5493	39	5	modes	mode	NOUN
fis-5493	39	6	,	,	PUNCT
fis-5493	39	7	critical	critical	ADJ
fis-5493	39	8	local	local	ADJ
fis-5493	39	9	buckling	buckle	VERB
fis-5493	39	10	strengths	strength	NOUN
fis-5493	39	11	,	,	PUNCT
fis-5493	39	12	ultimate	ultimate	ADJ
fis-5493	39	13	strengths	strength	NOUN
fis-5493	39	14	,	,	PUNCT
fis-5493	39	15	load	load	NOUN
fis-5493	39	16	–	–	PUNCT
fis-5493	39	17	deformation	deformation	NOUN
fis-5493	39	18	curves	curve	NOUN
fis-5493	39	19	,	,	PUNCT
fis-5493	39	20	load	load	NOUN
fis-5493	39	21	–	–	PUNCT
fis-5493	39	22	strain	strain	NOUN
fis-5493	39	23	curves	curve	NOUN
fis-5493	39	24	,	,	PUNCT
fis-5493	39	25	and	and	CCONJ
fis-5493	39	26	moment	moment	NOUN
fis-5493	39	27	–	–	PUNCT
fis-5493	39	28	rotation	rotation	NOUN
fis-5493	39	29	curves	curve	NOUN
fis-5493	39	30	were	be	AUX
fis-5493	39	31	obtained	obtain	VERB
fis-5493	39	32	.	.	PUNCT
fis-5493	40	1	the	the	DET
fis-5493	40	2	test	test	NOUN
fis-5493	40	3	data	datum	NOUN
fis-5493	40	4	were	be	AUX
fis-5493	40	5	compared	compare	VERB
fis-5493	40	6	with	with	ADP
fis-5493	40	7	the	the	DET
fis-5493	40	8	design	design	NOUN
fis-5493	40	9	results	result	NOUN
fis-5493	40	10	by	by	ADP
fis-5493	40	11	ansi	ansi	PROPN
fis-5493	40	12	/	/	SYM
fis-5493	40	13	aisc	aisc	PROPN
fis-5493	40	14	360	360	NUM
fis-5493	40	15	-	-	SYM
fis-5493	40	16	16	16	NUM
fis-5493	40	17	,	,	PUNCT
fis-5493	40	18	eurocode	eurocode	VERB
fis-5493	40	19	3	3	NUM
fis-5493	40	20	,	,	PUNCT
fis-5493	40	21	as	as	ADP
fis-5493	40	22	4100	4100	NUM
fis-5493	40	23	-	-	SYM
fis-5493	40	24	1998	1998	NUM
fis-5493	40	25	,	,	PUNCT
fis-5493	40	26	aij	aij	PROPN
fis-5493	40	27	lsd	lsd	NOUN
fis-5493	40	28	2010	2010	NUM
fis-5493	40	29	,	,	PUNCT
fis-5493	40	30	and	and	CCONJ
fis-5493	40	31	gb	gb	ADP
fis-5493	40	32	50017	50017	NUM
fis-5493	40	33	-	-	SYM
fis-5493	40	34	2003	2003	NUM
fis-5493	40	35	.	.	PUNCT
fis-5493	41	1	nascimento	nascimento	PROPN
fis-5493	41	2	et	et	PROPN
fis-5493	41	3	al	al	PROPN
fis-5493	41	4	.	.	PUNCT
fis-5493	42	1	[	[	X
fis-5493	42	2	4	4	X
fis-5493	42	3	]	]	PUNCT
fis-5493	42	4	showed	show	VERB
fis-5493	42	5	that	that	SCONJ
fis-5493	42	6	the	the	DET
fis-5493	42	7	formula	formula	NOUN
fis-5493	42	8	for	for	ADP
fis-5493	42	9	the	the	DET
fis-5493	42	10	web	web	NOUN
fis-5493	42	11	slenderness	slenderness	NOUN
fis-5493	42	12	limit	limit	NOUN
fis-5493	42	13	given	give	VERB
fis-5493	42	14	in	in	ADP
fis-5493	42	15	en	en	ADP
fis-5493	42	16	1993	1993	NUM
fis-5493	42	17	-	-	SYM
fis-5493	42	18	1	1	NUM
fis-5493	42	19	-	-	SYM
fis-5493	42	20	5	5	NUM
fis-5493	42	21	to	to	PART
fis-5493	42	22	prevent	prevent	VERB
fis-5493	42	23	flange	flange	NOUN
fis-5493	42	24	-	-	PUNCT
fis-5493	42	25	induced	induce	VERB
fis-5493	42	26	buckling	buckling	NOUN
fis-5493	42	27	applied	apply	VERB
fis-5493	42	28	to	to	ADP
fis-5493	42	29	s690	s690	PROPN
fis-5493	42	30	high	high	ADJ
fis-5493	42	31	-	-	PUNCT
fis-5493	42	32	strength	strength	NOUN
fis-5493	42	33	steel	steel	NOUN
fis-5493	42	34	(	(	PUNCT
fis-5493	42	35	hss	hss	NOUN
fis-5493	42	36	)	)	PUNCT
fis-5493	42	37	plate	plate	NOUN
fis-5493	42	38	girders	girder	NOUN
fis-5493	42	39	provides	provide	VERB
fis-5493	42	40	lower	low	ADJ
fis-5493	42	41	slenderness	slenderness	NOUN
fis-5493	42	42	limits	limit	NOUN
fis-5493	42	43	,	,	PUNCT
fis-5493	42	44	expected	expect	VERB
fis-5493	42	45	to	to	PART
fis-5493	42	46	govern	govern	VERB
fis-5493	42	47	web	web	NOUN
fis-5493	42	48	design	design	NOUN
fis-5493	42	49	and	and	CCONJ
fis-5493	42	50	limit	limit	VERB
fis-5493	42	51	potential	potential	NOUN
fis-5493	42	52	for	for	ADP
fis-5493	42	53	reducing	reduce	VERB
fis-5493	42	54	their	their	PRON
fis-5493	42	55	thickness	thickness	NOUN
fis-5493	42	56	to	to	PART
fis-5493	42	57	benefit	benefit	VERB
fis-5493	42	58	from	from	ADP
fis-5493	42	59	the	the	DET
fis-5493	42	60	high	high	ADJ
fis-5493	42	61	steel	steel	NOUN
fis-5493	42	62	strength	strength	NOUN
fis-5493	42	63	.	.	PUNCT
fis-5493	43	1	the	the	DET
fis-5493	43	2	authors	author	NOUN
fis-5493	43	3	analysed	analyse	VERB
fis-5493	43	4	the	the	DET
fis-5493	43	5	formula	formula	NOUN
fis-5493	43	6	and	and	CCONJ
fis-5493	43	7	compared	compare	VERB
fis-5493	43	8	the	the	DET
fis-5493	43	9	web	web	NOUN
fis-5493	43	10	slenderness	slenderness	NOUN
fis-5493	43	11	limitations	limitation	NOUN
fis-5493	43	12	to	to	ADP
fis-5493	43	13	numerical	numerical	ADJ
fis-5493	43	14	results	result	NOUN
fis-5493	43	15	from	from	ADP
fis-5493	43	16	a	a	DET
fis-5493	43	17	non	non	ADJ
fis-5493	43	18	-	-	ADJ
fis-5493	43	19	linear	linear	ADJ
fis-5493	43	20	analysis	analysis	NOUN
fis-5493	43	21	of	of	ADP
fis-5493	43	22	such	such	ADJ
fis-5493	43	23	girders	girder	NOUN
fis-5493	43	24	.	.	PUNCT
fis-5493	44	1	ragheb	ragheb	ADJ
fis-5493	44	2	[	[	X
fis-5493	44	3	5	5	NUM
fis-5493	44	4	]	]	PUNCT
fis-5493	44	5	reported	report	VERB
fis-5493	44	6	an	an	DET
fis-5493	44	7	analytical	analytical	ADJ
fis-5493	44	8	investigation	investigation	NOUN
fis-5493	44	9	of	of	ADP
fis-5493	44	10	the	the	DET
fis-5493	44	11	impact	impact	NOUN
fis-5493	44	12	of	of	ADP
fis-5493	44	13	flange	flange	NOUN
fis-5493	44	14	–	–	PUNCT
fis-5493	44	15	web	web	NOUN
fis-5493	44	16	interaction	interaction	NOUN
fis-5493	44	17	on	on	ADP
fis-5493	44	18	local	local	ADJ
fis-5493	44	19	buckling	buckling	NOUN
fis-5493	44	20	of	of	ADP
fis-5493	44	21	welded	weld	VERB
fis-5493	44	22	steel	steel	NOUN
fis-5493	44	23	i	i	PROPN
fis-5493	44	24	-	-	PUNCT
fis-5493	44	25	sections	section	NOUN
fis-5493	44	26	.	.	PUNCT
fis-5493	45	1	a	a	DET
fis-5493	45	2	proposed	propose	VERB
fis-5493	45	3	inelastic	inelastic	ADJ
fis-5493	45	4	local	local	ADJ
fis-5493	45	5	buckling	buckle	VERB
fis-5493	45	6	stability	stability	NOUN
fis-5493	45	7	model	model	NOUN
fis-5493	45	8	considers	consider	VERB
fis-5493	45	9	the	the	DET
fis-5493	45	10	geometric	geometric	ADJ
fis-5493	45	11	and	and	CCONJ
fis-5493	45	12	material	material	NOUN
fis-5493	45	13	characteristics	characteristic	NOUN
fis-5493	45	14	.	.	PUNCT
fis-5493	46	1	the	the	DET
fis-5493	46	2	deformation	deformation	NOUN
fis-5493	46	3	theory	theory	NOUN
fis-5493	46	4	of	of	ADP
fis-5493	46	5	plasticity	plasticity	NOUN
fis-5493	46	6	explained	explain	VERB
fis-5493	46	7	steel	steel	NOUN
fis-5493	46	8	's	's	PART
fis-5493	46	9	behaviour	behaviour	NOUN
fis-5493	46	10	beyond	beyond	ADP
fis-5493	46	11	the	the	DET
fis-5493	46	12	elastic	elastic	ADJ
fis-5493	46	13	limit	limit	NOUN
fis-5493	46	14	.	.	PUNCT
fis-5493	47	1	the	the	DET
fis-5493	47	2	model	model	NOUN
fis-5493	47	3	's	's	PART
fis-5493	47	4	outputs	output	NOUN
fis-5493	47	5	were	be	AUX
fis-5493	47	6	compared	compare	VERB
fis-5493	47	7	with	with	ADP
fis-5493	47	8	published	publish	VERB
fis-5493	47	9	experimental	experimental	ADJ
fis-5493	47	10	data	datum	NOUN
fis-5493	47	11	and	and	CCONJ
fis-5493	47	12	results	result	NOUN
fis-5493	47	13	from	from	ADP
fis-5493	47	14	the	the	DET
fis-5493	47	15	finite	finite	ADJ
fis-5493	47	16	element	element	NOUN
fis-5493	47	17	analysis	analysis	NOUN
fis-5493	47	18	.	.	PUNCT
fis-5493	48	1	new	new	ADJ
fis-5493	48	2	width	width	NOUN
fis-5493	48	3	-	-	PUNCT
fis-5493	48	4	to	to	ADP
fis-5493	48	5	-	-	PUNCT
fis-5493	48	6	thickness	thickness	NOUN
fis-5493	48	7	limits	limit	NOUN
fis-5493	48	8	that	that	PRON
fis-5493	48	9	consider	consider	VERB
fis-5493	48	10	all	all	PRON
fis-5493	48	11	of	of	ADP
fis-5493	48	12	the	the	DET
fis-5493	48	13	section	section	NOUN
fis-5493	48	14	's	's	PART
fis-5493	48	15	properties	property	NOUN
fis-5493	48	16	were	be	AUX
fis-5493	48	17	suggested	suggest	VERB
fis-5493	48	18	.	.	PUNCT
fis-5493	49	1	b	b	X
fis-5493	49	2	a.	a.	NOUN
fis-5493	49	3	m.	m.	NOUN
fis-5493	49	4	almastri	almastri	PROPN
fis-5493	49	5	et	et	PROPN
fis-5493	49	6	alii	alii	PROPN
fis-5493	49	7	,	,	PUNCT
fis-5493	49	8	fracture	fracture	ADJ
fis-5493	49	9	and	and	CCONJ
fis-5493	49	10	structural	structural	ADJ
fis-5493	49	11	integrity	integrity	NOUN
fis-5493	49	12	,	,	PUNCT
fis-5493	49	13	74	74	NUM
fis-5493	49	14	(	(	PUNCT
fis-5493	49	15	2025	2025	NUM
fis-5493	49	16	)	)	PUNCT
fis-5493	49	17	342	342	NUM
fis-5493	49	18	-	-	SYM
fis-5493	49	19	357	357	NUM
fis-5493	49	20	;	;	PUNCT
fis-5493	49	21	doi	doi	NOUN
fis-5493	49	22	:	:	PUNCT
fis-5493	49	23	10.3221	10.3221	NUM
fis-5493	49	24	/	/	SYM
fis-5493	49	25	igf	igf	PROPN
fis-5493	49	26	-	-	ADJ
fis-5493	49	27	esis.74.21	esis.74.21	PROPN
fis-5493	49	28	344	344	NUM
fis-5493	49	29	couto	couto	NOUN
fis-5493	49	30	and	and	CCONJ
fis-5493	49	31	real	real	ADJ
fis-5493	50	1	[	[	X
fis-5493	50	2	6	6	NUM
fis-5493	50	3	]	]	PUNCT
fis-5493	50	4	examined	examine	VERB
fis-5493	50	5	the	the	DET
fis-5493	50	6	interaction	interaction	NOUN
fis-5493	50	7	of	of	ADP
fis-5493	50	8	local	local	ADJ
fis-5493	50	9	buckling	buckling	NOUN
fis-5493	50	10	with	with	ADP
fis-5493	50	11	the	the	DET
fis-5493	50	12	global	global	ADJ
fis-5493	50	13	lateral	lateral	ADJ
fis-5493	50	14	-	-	PUNCT
fis-5493	50	15	torsional	torsional	NOUN
fis-5493	50	16	buckling	buckling	NOUN
fis-5493	50	17	of	of	ADP
fis-5493	50	18	i	i	PRON
fis-5493	50	19	-	-	PUNCT
fis-5493	50	20	shaped	shape	VERB
fis-5493	50	21	girders	girder	NOUN
fis-5493	50	22	with	with	ADP
fis-5493	50	23	slender	slender	ADJ
fis-5493	50	24	sections	section	NOUN
fis-5493	50	25	.	.	PUNCT
fis-5493	51	1	using	use	VERB
fis-5493	51	2	material	material	NOUN
fis-5493	51	3	and	and	CCONJ
fis-5493	51	4	geometrical	geometrical	ADJ
fis-5493	51	5	nonlinear	nonlinear	ADJ
fis-5493	51	6	finite	finite	ADJ
fis-5493	51	7	element	element	NOUN
fis-5493	51	8	analysis	analysis	NOUN
fis-5493	51	9	,	,	PUNCT
fis-5493	51	10	the	the	DET
fis-5493	51	11	authors	author	NOUN
fis-5493	51	12	investigated	investigate	VERB
fis-5493	51	13	the	the	DET
fis-5493	51	14	impact	impact	NOUN
fis-5493	51	15	of	of	ADP
fis-5493	51	16	residual	residual	ADJ
fis-5493	51	17	stresses	stress	NOUN
fis-5493	51	18	and	and	CCONJ
fis-5493	51	19	geometrical	geometrical	ADJ
fis-5493	51	20	imperfections	imperfection	NOUN
fis-5493	51	21	on	on	ADP
fis-5493	51	22	such	such	ADJ
fis-5493	51	23	elements	element	NOUN
fis-5493	51	24	.	.	PUNCT
fis-5493	52	1	the	the	DET
fis-5493	52	2	results	result	NOUN
fis-5493	52	3	were	be	AUX
fis-5493	52	4	compared	compare	VERB
fis-5493	52	5	to	to	ADP
fis-5493	52	6	the	the	DET
fis-5493	52	7	american	american	PROPN
fis-5493	52	8	aisc360	aisc360	PROPN
fis-5493	52	9	-	-	PROPN
fis-5493	52	10	16	16	NUM
fis-5493	52	11	design	design	NOUN
fis-5493	52	12	code	code	NOUN
fis-5493	52	13	and	and	CCONJ
fis-5493	52	14	european	european	ADJ
fis-5493	52	15	eurocode	eurocode	NOUN
fis-5493	52	16	3	3	NUM
fis-5493	52	17	.	.	PUNCT
fis-5493	53	1	aisc360	aisc360	PROPN
fis-5493	53	2	-	-	PROPN
fis-5493	53	3	16	16	PROPN
fis-5493	53	4	gave	give	VERB
fis-5493	53	5	an	an	DET
fis-5493	53	6	upper	upper	ADJ
fis-5493	53	7	limit	limit	NOUN
fis-5493	53	8	for	for	ADP
fis-5493	53	9	the	the	DET
fis-5493	53	10	beam	beam	NOUN
fis-5493	53	11	's	's	PART
fis-5493	53	12	resistance	resistance	NOUN
fis-5493	53	13	.	.	PUNCT
fis-5493	54	1	still	still	ADV
fis-5493	54	2	,	,	PUNCT
fis-5493	54	3	eurocode	eurocode	VERB
fis-5493	54	4	3	3	NUM
fis-5493	54	5	provided	provide	VERB
fis-5493	54	6	a	a	DET
fis-5493	54	7	lower	low	ADJ
fis-5493	54	8	limit	limit	NOUN
fis-5493	54	9	,	,	PUNCT
fis-5493	54	10	owing	owe	VERB
fis-5493	54	11	to	to	ADP
fis-5493	54	12	the	the	DET
fis-5493	54	13	considerable	considerable	ADJ
fis-5493	54	14	impact	impact	NOUN
fis-5493	54	15	of	of	ADP
fis-5493	54	16	residual	residual	ADJ
fis-5493	54	17	stresses	stress	NOUN
fis-5493	54	18	on	on	ADP
fis-5493	54	19	the	the	DET
fis-5493	54	20	carrying	carry	VERB
fis-5493	54	21	capacity	capacity	NOUN
fis-5493	54	22	of	of	ADP
fis-5493	54	23	beams	beam	NOUN
fis-5493	54	24	with	with	ADP
fis-5493	54	25	slender	slender	ADJ
fis-5493	54	26	sections	section	NOUN
fis-5493	54	27	.	.	PUNCT
fis-5493	55	1	sener	sener	NOUN
fis-5493	55	2	et	et	PROPN
fis-5493	55	3	al	al	PROPN
fis-5493	55	4	.	.	PUNCT
fis-5493	56	1	[	[	X
fis-5493	56	2	7	7	X
fis-5493	56	3	]	]	PUNCT
fis-5493	56	4	outlined	outline	VERB
fis-5493	56	5	an	an	DET
fis-5493	56	6	experimental	experimental	ADJ
fis-5493	56	7	and	and	CCONJ
fis-5493	56	8	numerical	numerical	ADJ
fis-5493	56	9	study	study	NOUN
fis-5493	56	10	of	of	ADP
fis-5493	56	11	steel	steel	NOUN
fis-5493	56	12	beams	beam	NOUN
fis-5493	56	13	'	'	PART
fis-5493	56	14	web	web	NOUN
fis-5493	56	15	compression	compression	NOUN
fis-5493	56	16	buckling	buckling	NOUN
fis-5493	56	17	strength	strength	NOUN
fis-5493	56	18	subjected	subject	VERB
fis-5493	56	19	to	to	ADP
fis-5493	56	20	concentric	concentric	ADJ
fis-5493	56	21	loads	load	NOUN
fis-5493	56	22	distributed	distribute	VERB
fis-5493	56	23	over	over	ADP
fis-5493	56	24	lengths	length	NOUN
fis-5493	56	25	greater	great	ADJ
fis-5493	56	26	than	than	ADP
fis-5493	56	27	the	the	DET
fis-5493	56	28	member	member	NOUN
fis-5493	56	29	depth	depth	NOUN
fis-5493	56	30	.	.	PUNCT
fis-5493	57	1	the	the	DET
fis-5493	57	2	study	study	NOUN
fis-5493	57	3	includes	include	VERB
fis-5493	57	4	experimental	experimental	ADJ
fis-5493	57	5	testing	testing	NOUN
fis-5493	57	6	to	to	PART
fis-5493	57	7	assess	assess	VERB
fis-5493	57	8	the	the	DET
fis-5493	57	9	effects	effect	NOUN
fis-5493	57	10	of	of	ADP
fis-5493	57	11	load	load	NOUN
fis-5493	57	12	width	width	ADJ
fis-5493	57	13	on	on	ADP
fis-5493	57	14	buckling	buckle	VERB
fis-5493	57	15	strength	strength	NOUN
fis-5493	57	16	under	under	ADP
fis-5493	57	17	sustained	sustained	ADJ
fis-5493	57	18	loading	loading	NOUN
fis-5493	57	19	,	,	PUNCT
fis-5493	57	20	with	with	ADP
fis-5493	57	21	load	load	NOUN
fis-5493	57	22	widths	width	NOUN
fis-5493	57	23	approximately	approximately	ADV
fis-5493	57	24	2.5	2.5	NUM
fis-5493	57	25	times	time	NOUN
fis-5493	57	26	larger	large	ADJ
fis-5493	57	27	than	than	ADP
fis-5493	57	28	the	the	DET
fis-5493	57	29	section	section	NOUN
fis-5493	57	30	depth	depth	NOUN
fis-5493	57	31	.	.	PUNCT
fis-5493	58	1	the	the	DET
fis-5493	58	2	experimental	experimental	ADJ
fis-5493	58	3	data	datum	NOUN
fis-5493	58	4	were	be	AUX
fis-5493	58	5	utilized	utilize	VERB
fis-5493	58	6	to	to	PART
fis-5493	58	7	assess	assess	VERB
fis-5493	58	8	numerical	numerical	PROPN
fis-5493	58	9	finite	finite	PROPN
fis-5493	58	10	element	element	NOUN
fis-5493	58	11	simulations	simulation	NOUN
fis-5493	58	12	,	,	PUNCT
fis-5493	58	13	which	which	PRON
fis-5493	58	14	considered	consider	VERB
fis-5493	58	15	the	the	DET
fis-5493	58	16	impact	impact	NOUN
fis-5493	58	17	of	of	ADP
fis-5493	58	18	geometric	geometric	ADJ
fis-5493	58	19	defects	defect	NOUN
fis-5493	58	20	,	,	PUNCT
fis-5493	58	21	residual	residual	ADJ
fis-5493	58	22	stresses	stress	NOUN
fis-5493	58	23	,	,	PUNCT
fis-5493	58	24	and	and	CCONJ
fis-5493	58	25	material	material	NOUN
fis-5493	58	26	inelasticity	inelasticity	NOUN
fis-5493	58	27	.	.	PUNCT
fis-5493	59	1	mamazizi	mamazizi	PROPN
fis-5493	59	2	et	et	PROPN
fis-5493	59	3	al	al	PROPN
fis-5493	59	4	.	.	PUNCT
fis-5493	60	1	[	[	X
fis-5493	60	2	8	8	NUM
fis-5493	60	3	]	]	PUNCT
fis-5493	60	4	study	study	NOUN
fis-5493	60	5	encompasses	encompass	VERB
fis-5493	60	6	two	two	NUM
fis-5493	60	7	experimental	experimental	ADJ
fis-5493	60	8	tests	test	NOUN
fis-5493	60	9	,	,	PUNCT
fis-5493	60	10	considering	consider	VERB
fis-5493	60	11	both	both	CCONJ
fis-5493	60	12	rigid	rigid	ADJ
fis-5493	60	13	and	and	CCONJ
fis-5493	60	14	non	non	ADJ
fis-5493	60	15	-	-	ADJ
fis-5493	60	16	rigid	rigid	ADJ
fis-5493	60	17	end	end	NOUN
fis-5493	60	18	posts	post	NOUN
fis-5493	60	19	.	.	PUNCT
fis-5493	61	1	the	the	DET
fis-5493	61	2	data	datum	NOUN
fis-5493	61	3	obtained	obtain	VERB
fis-5493	61	4	were	be	AUX
fis-5493	61	5	utilized	utilize	VERB
fis-5493	61	6	to	to	PART
fis-5493	61	7	validate	validate	VERB
fis-5493	61	8	the	the	DET
fis-5493	61	9	numerical	numerical	ADJ
fis-5493	61	10	modelling	modelling	NOUN
fis-5493	61	11	.	.	PUNCT
fis-5493	62	1	in	in	ADP
fis-5493	62	2	addition	addition	NOUN
fis-5493	62	3	,	,	PUNCT
fis-5493	62	4	the	the	DET
fis-5493	62	5	post	post	ADJ
fis-5493	62	6	-	-	ADJ
fis-5493	62	7	buckling	buckling	ADJ
fis-5493	62	8	capacity	capacity	NOUN
fis-5493	62	9	was	be	AUX
fis-5493	62	10	compared	compare	VERB
fis-5493	62	11	with	with	ADP
fis-5493	62	12	the	the	DET
fis-5493	62	13	current	current	ADJ
fis-5493	62	14	specification	specification	NOUN
fis-5493	62	15	codes	code	NOUN
fis-5493	62	16	.	.	PUNCT
fis-5493	63	1	the	the	DET
fis-5493	63	2	findings	finding	NOUN
fis-5493	63	3	indicate	indicate	VERB
fis-5493	63	4	an	an	DET
fis-5493	63	5	intense	intense	ADJ
fis-5493	63	6	match	match	NOUN
fis-5493	63	7	between	between	ADP
fis-5493	63	8	the	the	DET
fis-5493	63	9	codes	code	NOUN
fis-5493	63	10	and	and	CCONJ
fis-5493	63	11	numerical	numerical	ADJ
fis-5493	63	12	analysis	analysis	NOUN
fis-5493	63	13	when	when	SCONJ
fis-5493	63	14	the	the	DET
fis-5493	63	15	web	web	NOUN
fis-5493	63	16	slenderness	slenderness	NOUN
fis-5493	63	17	is	be	AUX
fis-5493	63	18	between	between	ADP
fis-5493	63	19	120	120	NUM
fis-5493	63	20	and	and	CCONJ
fis-5493	63	21	220	220	NUM
fis-5493	63	22	.	.	PUNCT
fis-5493	64	1	nonetheless	nonetheless	ADV
fis-5493	64	2	,	,	PUNCT
fis-5493	64	3	a	a	DET
fis-5493	64	4	significant	significant	ADJ
fis-5493	64	5	divergence	divergence	NOUN
fis-5493	64	6	is	be	AUX
fis-5493	64	7	observed	observe	VERB
fis-5493	64	8	in	in	ADP
fis-5493	64	9	the	the	DET
fis-5493	64	10	results	result	NOUN
fis-5493	64	11	when	when	SCONJ
fis-5493	64	12	the	the	DET
fis-5493	64	13	web	web	NOUN
fis-5493	64	14	slenderness	slenderness	NOUN
fis-5493	64	15	falls	fall	VERB
fis-5493	64	16	outside	outside	ADP
fis-5493	64	17	this	this	DET
fis-5493	64	18	range	range	NOUN
fis-5493	64	19	.	.	PUNCT
fis-5493	65	1	witte	witte	NOUN
fis-5493	65	2	[	[	X
fis-5493	65	3	9	9	NUM
fis-5493	65	4	]	]	PUNCT
fis-5493	65	5	conducted	conduct	VERB
fis-5493	65	6	an	an	DET
fis-5493	65	7	experimental	experimental	ADJ
fis-5493	65	8	and	and	CCONJ
fis-5493	65	9	numerical	numerical	ADJ
fis-5493	65	10	study	study	NOUN
fis-5493	65	11	of	of	ADP
fis-5493	65	12	web	web	NOUN
fis-5493	65	13	compression	compression	NOUN
fis-5493	65	14	buckling	buckling	NOUN
fis-5493	65	15	in	in	ADP
fis-5493	65	16	steel	steel	NOUN
fis-5493	65	17	i	i	PROPN
fis-5493	65	18	-	-	PUNCT
fis-5493	65	19	section	section	NOUN
fis-5493	65	20	beams	beam	NOUN
fis-5493	65	21	.	.	PUNCT
fis-5493	66	1	experimental	experimental	ADJ
fis-5493	66	2	tests	test	NOUN
fis-5493	66	3	were	be	AUX
fis-5493	66	4	conducted	conduct	VERB
fis-5493	66	5	on	on	ADP
fis-5493	66	6	specimens	specimen	NOUN
fis-5493	66	7	with	with	ADP
fis-5493	66	8	load	load	NOUN
fis-5493	66	9	widths	width	NOUN
fis-5493	66	10	of	of	ADP
fis-5493	66	11	approximately	approximately	ADV
fis-5493	66	12	2.5	2.5	NUM
fis-5493	66	13	,	,	PUNCT
fis-5493	66	14	1.75	1.75	NUM
fis-5493	66	15	,	,	PUNCT
fis-5493	66	16	and	and	CCONJ
fis-5493	66	17	1.5	1.5	NUM
fis-5493	66	18	times	time	NOUN
fis-5493	66	19	their	their	PRON
fis-5493	66	20	section	section	NOUN
fis-5493	66	21	depth	depth	NOUN
fis-5493	66	22	.	.	PUNCT
fis-5493	67	1	creep	creep	PROPN
fis-5493	67	2	effects	effect	NOUN
fis-5493	67	3	were	be	AUX
fis-5493	67	4	also	also	ADV
fis-5493	67	5	investigated	investigate	VERB
fis-5493	67	6	.	.	PUNCT
fis-5493	68	1	test	test	NOUN
fis-5493	68	2	results	result	NOUN
fis-5493	68	3	were	be	AUX
fis-5493	68	4	utilized	utilize	VERB
fis-5493	68	5	to	to	PART
fis-5493	68	6	calibrate	calibrate	VERB
fis-5493	68	7	the	the	DET
fis-5493	68	8	numerical	numerical	ADJ
fis-5493	68	9	modelling	modelling	NOUN
fis-5493	68	10	.	.	PUNCT
fis-5493	69	1	topkaya	topkaya	PROPN
fis-5493	70	1	[	[	X
fis-5493	70	2	10	10	NUM
fis-5493	70	3	]	]	PUNCT
fis-5493	70	4	assessed	assess	VERB
fis-5493	70	5	the	the	DET
fis-5493	70	6	sidesway	sidesway	NOUN
fis-5493	70	7	web	web	NOUN
fis-5493	70	8	buckling	buckling	NOUN
fis-5493	70	9	equations	equation	NOUN
fis-5493	70	10	used	use	VERB
fis-5493	70	11	by	by	ADP
fis-5493	70	12	the	the	DET
fis-5493	70	13	aisc	aisc	PROPN
fis-5493	70	14	-	-	PUNCT
fis-5493	70	15	lrfd	lrfd	NOUN
fis-5493	70	16	specification	specification	NOUN
fis-5493	70	17	.	.	PUNCT
fis-5493	71	1	a	a	DET
fis-5493	71	2	finite	finite	ADJ
fis-5493	71	3	element	element	NOUN
fis-5493	71	4	analysis	analysis	NOUN
fis-5493	71	5	is	be	AUX
fis-5493	71	6	used	use	VERB
fis-5493	71	7	to	to	PART
fis-5493	71	8	identify	identify	VERB
fis-5493	71	9	the	the	DET
fis-5493	71	10	parameters	parameter	NOUN
fis-5493	71	11	that	that	PRON
fis-5493	71	12	influence	influence	VERB
fis-5493	71	13	the	the	DET
fis-5493	71	14	web	web	NOUN
fis-5493	71	15	buckling	buckling	NOUN
fis-5493	71	16	of	of	ADP
fis-5493	71	17	supported	support	VERB
fis-5493	71	18	beams	beam	NOUN
fis-5493	71	19	subjected	subject	VERB
fis-5493	71	20	to	to	ADP
fis-5493	71	21	concentrated	concentrated	ADJ
fis-5493	71	22	loads	load	NOUN
fis-5493	71	23	.	.	PUNCT
fis-5493	72	1	a	a	DET
fis-5493	72	2	new	new	ADJ
fis-5493	72	3	set	set	NOUN
fis-5493	72	4	of	of	ADP
fis-5493	72	5	design	design	NOUN
fis-5493	72	6	equations	equation	NOUN
fis-5493	72	7	was	be	AUX
fis-5493	72	8	proposed	propose	VERB
fis-5493	72	9	by	by	ADP
fis-5493	72	10	combining	combine	VERB
fis-5493	72	11	the	the	DET
fis-5493	72	12	results	result	NOUN
fis-5493	72	13	of	of	ADP
fis-5493	72	14	the	the	DET
fis-5493	72	15	numerical	numerical	ADJ
fis-5493	72	16	study	study	NOUN
fis-5493	72	17	with	with	ADP
fis-5493	72	18	the	the	DET
fis-5493	72	19	fundamentals	fundamental	NOUN
fis-5493	72	20	of	of	ADP
fis-5493	72	21	plate	plate	NOUN
fis-5493	72	22	buckling	buckling	NOUN
fis-5493	72	23	theory	theory	NOUN
fis-5493	72	24	.	.	PUNCT
fis-5493	73	1	a	a	DET
fis-5493	73	2	lateral	lateral	ADJ
fis-5493	73	3	buckling	buckle	VERB
fis-5493	73	4	type	type	NOUN
fis-5493	73	5	of	of	ADP
fis-5493	73	6	instability	instability	NOUN
fis-5493	73	7	,	,	PUNCT
fis-5493	73	8	preceding	precede	VERB
fis-5493	73	9	sidesway	sidesway	NOUN
fis-5493	73	10	web	web	NOUN
fis-5493	73	11	buckling	buckling	NOUN
fis-5493	73	12	,	,	PUNCT
fis-5493	73	13	has	have	AUX
fis-5493	73	14	been	be	AUX
fis-5493	73	15	identified	identify	VERB
fis-5493	73	16	for	for	ADP
fis-5493	73	17	beams	beam	NOUN
fis-5493	73	18	with	with	ADP
fis-5493	73	19	negative	negative	ADJ
fis-5493	73	20	end	end	NOUN
fis-5493	73	21	moments	moment	NOUN
fis-5493	73	22	.	.	PUNCT
fis-5493	74	1	sediek	sediek	PROPN
fis-5493	74	2	et	et	PROPN
fis-5493	74	3	al	al	PROPN
fis-5493	74	4	.	.	PUNCT
fis-5493	75	1	[	[	X
fis-5493	75	2	11	11	NUM
fis-5493	75	3	]	]	PUNCT
fis-5493	75	4	studied	study	VERB
fis-5493	75	5	the	the	DET
fis-5493	75	6	ultimate	ultimate	ADJ
fis-5493	75	7	shear	shear	NOUN
fis-5493	75	8	strength	strength	NOUN
fis-5493	75	9	of	of	ADP
fis-5493	75	10	tapered	tapered	ADJ
fis-5493	75	11	imperfect	imperfect	ADJ
fis-5493	75	12	end	end	NOUN
fis-5493	75	13	web	web	NOUN
fis-5493	75	14	panels	panel	NOUN
fis-5493	75	15	in	in	ADP
fis-5493	75	16	steel	steel	NOUN
fis-5493	75	17	plate	plate	NOUN
fis-5493	75	18	girders	girder	NOUN
fis-5493	75	19	.	.	PUNCT
fis-5493	76	1	using	use	VERB
fis-5493	76	2	numerical	numerical	ADJ
fis-5493	76	3	modeling	modeling	NOUN
fis-5493	76	4	,	,	PUNCT
fis-5493	76	5	the	the	DET
fis-5493	76	6	effect	effect	NOUN
fis-5493	76	7	of	of	ADP
fis-5493	76	8	initial	initial	ADJ
fis-5493	76	9	geometric	geometric	ADJ
fis-5493	76	10	imperfections	imperfection	NOUN
fis-5493	76	11	on	on	ADP
fis-5493	76	12	the	the	DET
fis-5493	76	13	ultimate	ultimate	ADJ
fis-5493	76	14	and	and	CCONJ
fis-5493	76	15	post	post	ADJ
fis-5493	76	16	-	-	ADJ
fis-5493	76	17	buckling	buckling	ADJ
fis-5493	76	18	shear	shear	NOUN
fis-5493	76	19	strengths	strength	NOUN
fis-5493	76	20	was	be	AUX
fis-5493	76	21	investigated	investigate	VERB
fis-5493	76	22	.	.	PUNCT
fis-5493	77	1	ammash	ammash	NOUN
fis-5493	77	2	and	and	CCONJ
fis-5493	77	3	shaffaf	shaffaf	NOUN
fis-5493	77	4	[	[	X
fis-5493	77	5	12	12	NUM
fis-5493	77	6	]	]	PUNCT
fis-5493	77	7	numerically	numerically	ADV
fis-5493	77	8	investigated	investigate	VERB
fis-5493	77	9	web	web	NOUN
fis-5493	77	10	shear	shear	NOUN
fis-5493	77	11	buckling	buckle	VERB
fis-5493	77	12	failure	failure	NOUN
fis-5493	77	13	of	of	ADP
fis-5493	77	14	flat	flat	ADJ
fis-5493	77	15	web	web	NOUN
fis-5493	77	16	specimens	specimen	NOUN
fis-5493	77	17	and	and	CCONJ
fis-5493	77	18	webs	webs	NOUN
fis-5493	77	19	with	with	ADP
fis-5493	77	20	honeycomb	honeycomb	NOUN
fis-5493	77	21	patterns	pattern	NOUN
fis-5493	77	22	.	.	PUNCT
fis-5493	78	1	the	the	DET
fis-5493	78	2	shear	shear	NOUN
fis-5493	78	3	buckling	buckle	VERB
fis-5493	78	4	resistance	resistance	NOUN
fis-5493	78	5	of	of	ADP
fis-5493	78	6	the	the	DET
fis-5493	78	7	honeycomb	honeycomb	NOUN
fis-5493	78	8	web	web	NOUN
fis-5493	78	9	plate	plate	NOUN
fis-5493	78	10	girder	girder	NOUN
fis-5493	78	11	was	be	AUX
fis-5493	78	12	significantly	significantly	ADV
fis-5493	78	13	higher	high	ADJ
fis-5493	78	14	than	than	ADP
fis-5493	78	15	that	that	PRON
fis-5493	78	16	of	of	ADP
fis-5493	78	17	the	the	DET
fis-5493	78	18	flat	flat	ADJ
fis-5493	78	19	web	web	NOUN
fis-5493	78	20	.	.	PROPN
fis-5493	78	21	abbas	abbas	PROPN
fis-5493	79	1	[	[	X
fis-5493	79	2	13	13	NUM
fis-5493	79	3	]	]	PUNCT
fis-5493	79	4	studied	study	VERB
fis-5493	79	5	the	the	DET
fis-5493	79	6	behaviour	behaviour	NOUN
fis-5493	79	7	of	of	ADP
fis-5493	79	8	steel	steel	NOUN
fis-5493	79	9	i	i	NOUN
fis-5493	79	10	-	-	PUNCT
fis-5493	79	11	section	section	NOUN
fis-5493	79	12	beams	beam	NOUN
fis-5493	79	13	with	with	ADP
fis-5493	79	14	web	web	NOUN
fis-5493	79	15	openings	opening	NOUN
fis-5493	79	16	.	.	PUNCT
fis-5493	80	1	an	an	DET
fis-5493	80	2	experimental	experimental	ADJ
fis-5493	80	3	and	and	CCONJ
fis-5493	80	4	nonlinear	nonlinear	ADJ
fis-5493	80	5	numerical	numerical	ADJ
fis-5493	80	6	analysis	analysis	NOUN
fis-5493	80	7	was	be	AUX
fis-5493	80	8	conducted	conduct	VERB
fis-5493	80	9	on	on	ADP
fis-5493	80	10	six	six	NUM
fis-5493	80	11	steel	steel	NOUN
fis-5493	80	12	i	i	NOUN
fis-5493	80	13	-	-	PUNCT
fis-5493	80	14	beams	beam	NOUN
fis-5493	80	15	with	with	ADP
fis-5493	80	16	different	different	ADJ
fis-5493	80	17	opening	opening	NOUN
fis-5493	80	18	shapes	shape	NOUN
fis-5493	80	19	,	,	PUNCT
fis-5493	80	20	such	such	ADJ
fis-5493	80	21	as	as	ADP
fis-5493	80	22	circular	circular	ADJ
fis-5493	80	23	,	,	PUNCT
fis-5493	80	24	rectangular	rectangular	ADJ
fis-5493	80	25	,	,	PUNCT
fis-5493	80	26	and	and	CCONJ
fis-5493	80	27	hexagonal	hexagonal	ADJ
fis-5493	80	28	.	.	PUNCT
fis-5493	81	1	the	the	DET
fis-5493	81	2	beam	beam	NOUN
fis-5493	81	3	with	with	ADP
fis-5493	81	4	a	a	DET
fis-5493	81	5	circular	circular	ADJ
fis-5493	81	6	opening	opening	NOUN
fis-5493	81	7	was	be	AUX
fis-5493	81	8	stronger	strong	ADJ
fis-5493	81	9	than	than	ADP
fis-5493	81	10	a	a	DET
fis-5493	81	11	rectangular	rectangular	ADJ
fis-5493	81	12	opening	opening	NOUN
fis-5493	81	13	beam	beam	NOUN
fis-5493	81	14	.	.	PUNCT
fis-5493	82	1	also	also	ADV
fis-5493	82	2	,	,	PUNCT
fis-5493	82	3	the	the	DET
fis-5493	82	4	beam	beam	NOUN
fis-5493	82	5	with	with	ADP
fis-5493	82	6	hexagonal	hexagonal	ADJ
fis-5493	82	7	openings	opening	NOUN
fis-5493	82	8	was	be	AUX
fis-5493	82	9	stronger	strong	ADJ
fis-5493	82	10	than	than	ADP
fis-5493	82	11	that	that	PRON
fis-5493	82	12	with	with	ADP
fis-5493	82	13	rectangular	rectangular	ADJ
fis-5493	82	14	openings	opening	NOUN
fis-5493	82	15	.	.	PUNCT
fis-5493	83	1	al	al	PROPN
fis-5493	83	2	-	-	PUNCT
fis-5493	83	3	mazini	mazini	PROPN
fis-5493	83	4	[	[	X
fis-5493	83	5	14	14	NUM
fis-5493	83	6	]	]	PUNCT
fis-5493	83	7	investigated	investigate	VERB
fis-5493	83	8	the	the	DET
fis-5493	83	9	structural	structural	ADJ
fis-5493	83	10	behaviour	behaviour	NOUN
fis-5493	83	11	of	of	ADP
fis-5493	83	12	steel	steel	NOUN
fis-5493	83	13	plate	plate	NOUN
fis-5493	83	14	girders	girder	NOUN
fis-5493	83	15	with	with	ADP
fis-5493	83	16	circular	circular	ADJ
fis-5493	83	17	and	and	CCONJ
fis-5493	83	18	square	square	ADJ
fis-5493	83	19	web	web	NOUN
fis-5493	83	20	openings	opening	NOUN
fis-5493	83	21	experimentally	experimentally	ADV
fis-5493	83	22	and	and	CCONJ
fis-5493	83	23	numerically	numerically	ADV
fis-5493	83	24	,	,	PUNCT
fis-5493	83	25	under	under	ADP
fis-5493	83	26	two	two	NUM
fis-5493	83	27	-	-	PUNCT
fis-5493	83	28	point	point	NOUN
fis-5493	83	29	loads	load	NOUN
fis-5493	83	30	.	.	PUNCT
fis-5493	84	1	the	the	DET
fis-5493	84	2	results	result	NOUN
fis-5493	84	3	showed	show	VERB
fis-5493	84	4	that	that	SCONJ
fis-5493	84	5	the	the	DET
fis-5493	84	6	ultimate	ultimate	ADJ
fis-5493	84	7	load	load	NOUN
fis-5493	84	8	capacity	capacity	NOUN
fis-5493	84	9	of	of	ADP
fis-5493	84	10	the	the	DET
fis-5493	84	11	girders	girder	NOUN
fis-5493	84	12	decreases	decrease	VERB
fis-5493	84	13	with	with	ADP
fis-5493	84	14	increasing	increase	VERB
fis-5493	84	15	opening	opening	NOUN
fis-5493	84	16	size	size	NOUN
fis-5493	84	17	,	,	PUNCT
fis-5493	84	18	and	and	CCONJ
fis-5493	84	19	the	the	DET
fis-5493	84	20	position	position	NOUN
fis-5493	84	21	of	of	ADP
fis-5493	84	22	the	the	DET
fis-5493	84	23	plastic	plastic	ADJ
fis-5493	84	24	hinge	hinge	NOUN
fis-5493	84	25	depends	depend	VERB
fis-5493	84	26	on	on	ADP
fis-5493	84	27	the	the	DET
fis-5493	84	28	size	size	NOUN
fis-5493	84	29	of	of	ADP
fis-5493	84	30	the	the	DET
fis-5493	84	31	hole	hole	NOUN
fis-5493	84	32	.	.	PUNCT
fis-5493	85	1	another	another	DET
fis-5493	85	2	study	study	NOUN
fis-5493	85	3	by	by	ADP
fis-5493	85	4	el	el	PROPN
fis-5493	85	5	-	-	PROPN
fis-5493	85	6	dehemy	dehemy	PROPN
fis-5493	85	7	[	[	X
fis-5493	85	8	15	15	NUM
fis-5493	85	9	]	]	SYM
fis-5493	85	10	analysed	analyse	VERB
fis-5493	85	11	steel	steel	NOUN
fis-5493	85	12	beams	beam	NOUN
fis-5493	85	13	with	with	ADP
fis-5493	85	14	different	different	ADJ
fis-5493	85	15	web	web	NOUN
fis-5493	85	16	opening	opening	NOUN
fis-5493	85	17	configurations	configuration	NOUN
fis-5493	85	18	using	use	VERB
fis-5493	85	19	nonlinear	nonlinear	ADJ
fis-5493	85	20	static	static	ADJ
fis-5493	85	21	and	and	CCONJ
fis-5493	85	22	dynamic	dynamic	ADJ
fis-5493	85	23	analysis	analysis	NOUN
fis-5493	85	24	.	.	PUNCT
fis-5493	86	1	hamed	hamed	PROPN
fis-5493	87	1	[	[	X
fis-5493	87	2	16	16	NUM
fis-5493	87	3	]	]	PUNCT
fis-5493	87	4	used	use	VERB
fis-5493	87	5	the	the	DET
fis-5493	87	6	finite	finite	ADJ
fis-5493	87	7	element	element	NOUN
fis-5493	87	8	method	method	NOUN
fis-5493	87	9	to	to	PART
fis-5493	87	10	study	study	VERB
fis-5493	87	11	the	the	DET
fis-5493	87	12	critical	critical	ADJ
fis-5493	87	13	shear	shear	NOUN
fis-5493	87	14	buckling	buckling	NOUN
fis-5493	87	15	of	of	ADP
fis-5493	87	16	tapered	tapered	ADJ
fis-5493	87	17	plate	plate	NOUN
fis-5493	87	18	girders	girder	NOUN
fis-5493	87	19	containing	contain	VERB
fis-5493	87	20	a	a	DET
fis-5493	87	21	circular	circular	ADJ
fis-5493	87	22	or	or	CCONJ
fis-5493	87	23	square	square	ADJ
fis-5493	87	24	opening	opening	NOUN
fis-5493	87	25	.	.	PUNCT
fis-5493	88	1	the	the	DET
fis-5493	88	2	analysis	analysis	NOUN
fis-5493	88	3	considered	consider	VERB
fis-5493	88	4	the	the	DET
fis-5493	88	5	effects	effect	NOUN
fis-5493	88	6	of	of	ADP
fis-5493	88	7	tapering	tapering	NOUN
fis-5493	88	8	angle	angle	NOUN
fis-5493	88	9	and	and	CCONJ
fis-5493	88	10	hole	hole	NOUN
fis-5493	88	11	size	size	NOUN
fis-5493	88	12	on	on	ADP
fis-5493	88	13	the	the	DET
fis-5493	88	14	average	average	ADJ
fis-5493	88	15	height	height	NOUN
fis-5493	88	16	of	of	ADP
fis-5493	88	17	the	the	DET
fis-5493	88	18	web	web	NOUN
fis-5493	88	19	,	,	PUNCT
fis-5493	88	20	aspect	aspect	NOUN
fis-5493	88	21	ratio	ratio	NOUN
fis-5493	88	22	,	,	PUNCT
fis-5493	88	23	depth	depth	NOUN
fis-5493	88	24	-	-	PUNCT
fis-5493	88	25	to	to	ADP
fis-5493	88	26	-	-	PUNCT
fis-5493	88	27	thickness	thickness	NOUN
fis-5493	88	28	ratio	ratio	NOUN
fis-5493	88	29	,	,	PUNCT
fis-5493	88	30	and	and	CCONJ
fis-5493	88	31	the	the	DET
fis-5493	88	32	boundary	boundary	ADJ
fis-5493	88	33	conditions	condition	NOUN
fis-5493	88	34	between	between	ADP
fis-5493	88	35	the	the	DET
fis-5493	88	36	web	web	NOUN
fis-5493	88	37	and	and	CCONJ
fis-5493	88	38	flanges	flange	NOUN
fis-5493	88	39	.	.	PUNCT
fis-5493	89	1	niu	niu	PROPN
fis-5493	89	2	et	et	PROPN
fis-5493	89	3	al	al	PROPN
fis-5493	89	4	.	.	PUNCT
fis-5493	90	1	[	[	X
fis-5493	90	2	17	17	NUM
fis-5493	90	3	]	]	PUNCT
fis-5493	90	4	presents	present	VERB
fis-5493	90	5	an	an	DET
fis-5493	90	6	experimental	experimental	ADJ
fis-5493	90	7	program	program	NOUN
fis-5493	90	8	examining	examine	VERB
fis-5493	90	9	the	the	DET
fis-5493	90	10	buckling	buckling	NOUN
fis-5493	90	11	of	of	ADP
fis-5493	90	12	stainless	stainless	ADJ
fis-5493	90	13	steel	steel	NOUN
fis-5493	90	14	i	i	NOUN
fis-5493	90	15	-	-	PUNCT
fis-5493	90	16	section	section	NOUN
fis-5493	90	17	beams	beam	NOUN
fis-5493	90	18	due	due	ADP
fis-5493	90	19	to	to	ADP
fis-5493	90	20	local	local	ADJ
fis-5493	90	21	–	–	PUNCT
fis-5493	90	22	global	global	ADJ
fis-5493	90	23	interactions	interaction	NOUN
fis-5493	90	24	.	.	PUNCT
fis-5493	91	1	austenitic	austenitic	ADJ
fis-5493	91	2	s30401	s30401	PROPN
fis-5493	91	3	,	,	PUNCT
fis-5493	91	4	ferritic	ferritic	ADJ
fis-5493	91	5	s44330	s44330	PROPN
fis-5493	91	6	,	,	PUNCT
fis-5493	91	7	and	and	CCONJ
fis-5493	91	8	lean	lean	ADJ
fis-5493	91	9	duplex	duplex	NOUN
fis-5493	91	10	s32101	s32101	NOUN
fis-5493	91	11	alloys	alloy	NOUN
fis-5493	91	12	were	be	AUX
fis-5493	91	13	studied	study	VERB
fis-5493	91	14	.	.	PUNCT
fis-5493	92	1	six	six	NUM
fis-5493	92	2	laterally	laterally	ADV
fis-5493	92	3	braced	brace	VERB
fis-5493	92	4	tests	test	NOUN
fis-5493	92	5	and	and	CCONJ
fis-5493	92	6	twenty	twenty	NUM
fis-5493	92	7	-	-	PUNCT
fis-5493	92	8	four	four	NUM
fis-5493	92	9	unbraced	unbraced	ADJ
fis-5493	92	10	tests	test	NOUN
fis-5493	92	11	with	with	ADP
fis-5493	92	12	spans	span	NOUN
fis-5493	92	13	varying	vary	VERB
fis-5493	92	14	from	from	ADP
fis-5493	92	15	1.9	1.9	NUM
fis-5493	92	16	to	to	ADP
fis-5493	92	17	4.0	4.0	NUM
fis-5493	92	18	m	m	AUX
fis-5493	92	19	comprised	comprise	VERB
fis-5493	92	20	the	the	DET
fis-5493	92	21	test	test	NOUN
fis-5493	92	22	program	program	NOUN
fis-5493	92	23	.	.	PUNCT
fis-5493	93	1	in	in	ADP
fis-5493	93	2	the	the	DET
fis-5493	93	3	testing	testing	NOUN
fis-5493	93	4	,	,	PUNCT
fis-5493	93	5	interaction	interaction	NOUN
fis-5493	93	6	buckling	buckling	NOUN
fis-5493	93	7	was	be	AUX
fis-5493	93	8	successfully	successfully	ADV
fis-5493	93	9	captured	capture	VERB
fis-5493	93	10	.	.	PUNCT
fis-5493	94	1	most	most	ADJ
fis-5493	94	2	recent	recent	ADJ
fis-5493	94	3	research	research	NOUN
fis-5493	94	4	in	in	ADP
fis-5493	94	5	the	the	DET
fis-5493	94	6	literature	literature	NOUN
fis-5493	94	7	investigates	investigate	VERB
fis-5493	94	8	steel	steel	NOUN
fis-5493	94	9	beams	beam	NOUN
fis-5493	94	10	with	with	ADP
fis-5493	94	11	a	a	DET
fis-5493	94	12	non	non	ADJ
fis-5493	94	13	-	-	ADJ
fis-5493	94	14	uniform	uniform	ADJ
fis-5493	94	15	section	section	NOUN
fis-5493	94	16	along	along	ADP
fis-5493	94	17	their	their	PRON
fis-5493	94	18	length	length	NOUN
fis-5493	94	19	.	.	PUNCT
fis-5493	95	1	park	park	NOUN
fis-5493	95	2	and	and	CCONJ
fis-5493	95	3	stallings	stallings	PROPN
fis-5493	96	1	[	[	X
fis-5493	96	2	18	18	NUM
fis-5493	96	3	]	]	PUNCT
fis-5493	96	4	investigated	investigate	VERB
fis-5493	96	5	stepped	step	VERB
fis-5493	96	6	beams	beam	NOUN
fis-5493	96	7	'	'	PART
fis-5493	96	8	lateral	lateral	ADJ
fis-5493	96	9	torsional	torsional	ADJ
fis-5493	96	10	buckling	buckling	NOUN
fis-5493	96	11	(	(	PUNCT
fis-5493	96	12	ltb	ltb	PROPN
fis-5493	96	13	)	)	PUNCT
fis-5493	96	14	capacity	capacity	NOUN
fis-5493	96	15	,	,	PUNCT
fis-5493	96	16	where	where	SCONJ
fis-5493	96	17	straightforward	straightforward	ADJ
fis-5493	96	18	design	design	NOUN
fis-5493	96	19	formulas	formula	NOUN
fis-5493	96	20	were	be	AUX
fis-5493	96	21	suggested	suggest	VERB
fis-5493	96	22	.	.	PUNCT
fis-5493	97	1	using	use	VERB
fis-5493	97	2	the	the	DET
fis-5493	97	3	finite	finite	ADJ
fis-5493	97	4	element	element	NOUN
fis-5493	97	5	method	method	NOUN
fis-5493	97	6	,	,	PUNCT
fis-5493	97	7	surla	surla	PROPN
fis-5493	97	8	et	et	PROPN
fis-5493	97	9	al	al	PROPN
fis-5493	97	10	.	.	PUNCT
fis-5493	98	1	[	[	X
fis-5493	98	2	19	19	NUM
fis-5493	98	3	]	]	PUNCT
fis-5493	98	4	studied	study	VERB
fis-5493	98	5	the	the	DET
fis-5493	98	6	inelastic	inelastic	ADJ
fis-5493	98	7	buckling	buckling	NOUN
fis-5493	98	8	capacity	capacity	NOUN
fis-5493	98	9	of	of	ADP
fis-5493	98	10	unsymmetric	unsymmetric	ADJ
fis-5493	98	11	stepped	step	VERB
fis-5493	98	12	i	i	NOUN
fis-5493	98	13	-	-	PUNCT
fis-5493	98	14	beams	beam	NOUN
fis-5493	98	15	under	under	ADP
fis-5493	98	16	uniform	uniform	ADJ
fis-5493	98	17	bending	bending	NOUN
fis-5493	98	18	.	.	PUNCT
fis-5493	99	1	the	the	DET
fis-5493	99	2	considered	consider	VERB
fis-5493	99	3	stepped	step	VERB
fis-5493	99	4	beams	beam	NOUN
fis-5493	99	5	had	have	VERB
fis-5493	99	6	non	non	ADJ
fis-5493	99	7	-	-	ADJ
fis-5493	99	8	compact	compact	ADJ
fis-5493	99	9	flanges	flange	NOUN
fis-5493	99	10	and	and	CCONJ
fis-5493	99	11	a	a	DET
fis-5493	99	12	wide	wide	ADJ
fis-5493	99	13	range	range	NOUN
fis-5493	99	14	of	of	ADP
fis-5493	99	15	asymmetry	asymmetry	NOUN
fis-5493	99	16	about	about	ADP
fis-5493	99	17	the	the	DET
fis-5493	99	18	x	x	NOUN
fis-5493	99	19	-	-	NOUN
fis-5493	99	20	axis	axis	ADJ
fis-5493	99	21	.	.	PUNCT
fis-5493	100	1	both	both	DET
fis-5493	100	2	doubly	doubly	ADV
fis-5493	100	3	and	and	CCONJ
fis-5493	100	4	singly	singly	ADV
fis-5493	100	5	stepped	step	VERB
fis-5493	100	6	beams	beam	NOUN
fis-5493	100	7	were	be	AUX
fis-5493	100	8	studied	study	VERB
fis-5493	100	9	,	,	PUNCT
fis-5493	100	10	and	and	CCONJ
fis-5493	100	11	the	the	DET
fis-5493	100	12	results	result	NOUN
fis-5493	100	13	were	be	AUX
fis-5493	100	14	compared	compare	VERB
fis-5493	100	15	with	with	ADP
fis-5493	100	16	different	different	ADJ
fis-5493	100	17	design	design	NOUN
fis-5493	100	18	standards	standard	NOUN
fis-5493	100	19	.	.	PUNCT
fis-5493	101	1	alolod	alolod	NOUN
fis-5493	101	2	et	et	PROPN
fis-5493	101	3	al	al	PROPN
fis-5493	101	4	.	.	PUNCT
fis-5493	102	1	[	[	X
fis-5493	102	2	20	20	NUM
fis-5493	102	3	]	]	PUNCT
fis-5493	102	4	evaluated	evaluate	VERB
fis-5493	102	5	the	the	DET
fis-5493	102	6	applicability	applicability	NOUN
fis-5493	102	7	of	of	ADP
fis-5493	102	8	the	the	DET
fis-5493	102	9	stepped	step	VERB
fis-5493	102	10	beam	beam	NOUN
fis-5493	102	11	factors	factor	NOUN
fis-5493	102	12	for	for	ADP
fis-5493	102	13	the	the	DET
fis-5493	102	14	stepped	step	VERB
fis-5493	102	15	i	i	NOUN
fis-5493	102	16	-	-	PUNCT
fis-5493	102	17	beams	beam	NOUN
fis-5493	102	18	'	'	PART
fis-5493	102	19	ltb	ltb	PROPN
fis-5493	102	20	capacities	capacity	NOUN
fis-5493	102	21	at	at	ADP
fis-5493	102	22	their	their	PRON
fis-5493	102	23	midspans	midspan	NOUN
fis-5493	102	24	,	,	PUNCT
fis-5493	102	25	subjected	subject	VERB
fis-5493	102	26	to	to	ADP
fis-5493	102	27	high	high	ADJ
fis-5493	102	28	temperatures	temperature	NOUN
fis-5493	102	29	.	.	PUNCT
fis-5493	103	1	a	a	DET
fis-5493	103	2	series	series	NOUN
fis-5493	103	3	of	of	ADP
fis-5493	103	4	numerical	numerical	ADJ
fis-5493	103	5	investigations	investigation	NOUN
fis-5493	103	6	evaluated	evaluate	VERB
fis-5493	103	7	the	the	DET
fis-5493	103	8	buckling	buckle	VERB
fis-5493	103	9	behavior	behavior	NOUN
fis-5493	103	10	of	of	ADP
fis-5493	103	11	stepped	step	VERB
fis-5493	103	12	beams	beam	NOUN
fis-5493	103	13	,	,	PUNCT
fis-5493	103	14	which	which	PRON
fis-5493	103	15	was	be	AUX
fis-5493	103	16	carried	carry	VERB
fis-5493	103	17	out	out	ADP
fis-5493	103	18	using	use	VERB
fis-5493	103	19	the	the	DET
fis-5493	103	20	finite	finite	ADJ
fis-5493	103	21	element	element	NOUN
fis-5493	103	22	analysis	analysis	NOUN
fis-5493	103	23	,	,	PUNCT
fis-5493	103	24	where	where	SCONJ
fis-5493	103	25	heat	heat	NOUN
fis-5493	103	26	transfer	transfer	NOUN
fis-5493	103	27	was	be	AUX
fis-5493	103	28	also	also	ADV
fis-5493	103	29	considered	consider	VERB
fis-5493	103	30	.	.	PUNCT
fis-5493	104	1	reichenbach	reichenbach	PROPN
fis-5493	104	2	et	et	PROPN
fis-5493	104	3	al	al	PROPN
fis-5493	104	4	.	.	PUNCT
fis-5493	105	1	[	[	X
fis-5493	105	2	21	21	NUM
fis-5493	105	3	]	]	PUNCT
fis-5493	105	4	proposed	propose	VERB
fis-5493	105	5	simplified	simplify	VERB
fis-5493	105	6	formulas	formula	NOUN
fis-5493	105	7	that	that	PRON
fis-5493	105	8	calculate	calculate	VERB
fis-5493	105	9	the	the	DET
fis-5493	105	10	buckling	buckle	VERB
fis-5493	105	11	capacity	capacity	NOUN
fis-5493	105	12	of	of	ADP
fis-5493	105	13	stepped	step	VERB
fis-5493	105	14	steel	steel	NOUN
fis-5493	105	15	beams	beam	NOUN
fis-5493	105	16	.	.	PUNCT
fis-5493	106	1	this	this	DET
fis-5493	106	2	parametric	parametric	ADJ
fis-5493	106	3	study	study	NOUN
fis-5493	106	4	,	,	PUNCT
fis-5493	106	5	which	which	PRON
fis-5493	106	6	included	include	VERB
fis-5493	106	7	prismatic	prismatic	ADJ
fis-5493	106	8	and	and	CCONJ
fis-5493	106	9	non	non	ADJ
fis-5493	106	10	-	-	ADJ
fis-5493	106	11	prismatic	prismatic	ADJ
fis-5493	106	12	beam	beam	NOUN
fis-5493	106	13	sections	section	NOUN
fis-5493	106	14	,	,	PUNCT
fis-5493	106	15	investigated	investigate	VERB
fis-5493	106	16	the	the	DET
fis-5493	106	17	effects	effect	NOUN
fis-5493	106	18	of	of	ADP
fis-5493	106	19	common	common	ADJ
fis-5493	106	20	span	span	NOUN
fis-5493	106	21	-	-	PUNCT
fis-5493	106	22	to	to	ADP
fis-5493	106	23	-	-	PUNCT
fis-5493	106	24	depth	depth	NOUN
fis-5493	106	25	ratios	ratio	NOUN
fis-5493	106	26	,	,	PUNCT
fis-5493	106	27	intermediate	intermediate	ADJ
fis-5493	106	28	bracing	brace	VERB
fis-5493	106	29	schemes	scheme	NOUN
fis-5493	106	30	,	,	PUNCT
fis-5493	106	31	degrees	degree	NOUN
fis-5493	106	32	of	of	ADP
fis-5493	106	33	mono	mono	NOUN
fis-5493	106	34	-	-	PUNCT
fis-5493	106	35	symmetry	symmetry	NOUN
fis-5493	106	36	,	,	PUNCT
fis-5493	106	37	variable	variable	ADJ
fis-5493	106	38	flange	flange	NOUN
fis-5493	106	39	transitions	transition	NOUN
fis-5493	106	40	,	,	PUNCT
fis-5493	106	41	and	and	CCONJ
fis-5493	106	42	moment	moment	NOUN
fis-5493	106	43	gradients	gradient	NOUN
fis-5493	106	44	on	on	ADP
fis-5493	106	45	the	the	DET
fis-5493	106	46	buckling	buckle	VERB
fis-5493	106	47	response	response	NOUN
fis-5493	106	48	.	.	PUNCT
fis-5493	107	1	a.	a.	PROPN
fis-5493	107	2	m.	m.	PROPN
fis-5493	107	3	almastri	almastri	PROPN
fis-5493	107	4	et	et	PROPN
fis-5493	107	5	alii	alii	PROPN
fis-5493	107	6	,	,	PUNCT
fis-5493	107	7	fracture	fracture	ADJ
fis-5493	107	8	and	and	CCONJ
fis-5493	107	9	structural	structural	ADJ
fis-5493	107	10	integrity	integrity	NOUN
fis-5493	107	11	,	,	PUNCT
fis-5493	107	12	74	74	NUM
fis-5493	107	13	(	(	PUNCT
fis-5493	107	14	2025	2025	NUM
fis-5493	107	15	)	)	PUNCT
fis-5493	107	16	342	342	NUM
fis-5493	107	17	-	-	SYM
fis-5493	107	18	357	357	NUM
fis-5493	107	19	;	;	PUNCT
fis-5493	107	20	doi	doi	NOUN
fis-5493	107	21	:	:	PUNCT
fis-5493	107	22	10.3221	10.3221	NUM
fis-5493	107	23	/	/	SYM
fis-5493	107	24	igf	igf	PROPN
fis-5493	107	25	-	-	ADJ
fis-5493	107	26	esis.74.21	esis.74.21	VERB
fis-5493	107	27	345	345	NUM
fis-5493	107	28	all	all	DET
fis-5493	107	29	the	the	DET
fis-5493	107	30	aforementioned	aforementioned	ADJ
fis-5493	107	31	research	research	NOUN
fis-5493	107	32	considered	consider	VERB
fis-5493	107	33	stepping	step	VERB
fis-5493	107	34	as	as	ADP
fis-5493	107	35	changes	change	NOUN
fis-5493	107	36	in	in	ADP
fis-5493	107	37	flange	flange	NOUN
fis-5493	107	38	thickness	thickness	NOUN
fis-5493	107	39	and	and	CCONJ
fis-5493	107	40	width	width	ADJ
fis-5493	107	41	,	,	PUNCT
fis-5493	107	42	but	but	CCONJ
fis-5493	107	43	none	none	NOUN
fis-5493	107	44	investigated	investigate	VERB
fis-5493	107	45	the	the	DET
fis-5493	107	46	change	change	NOUN
fis-5493	107	47	in	in	ADP
fis-5493	107	48	the	the	DET
fis-5493	107	49	beam	beam	NOUN
fis-5493	107	50	total	total	ADJ
fis-5493	107	51	depth	depth	NOUN
fis-5493	107	52	.	.	PUNCT
fis-5493	108	1	the	the	DET
fis-5493	108	2	only	only	ADJ
fis-5493	108	3	research	research	NOUN
fis-5493	108	4	that	that	PRON
fis-5493	108	5	could	could	AUX
fis-5493	108	6	be	be	AUX
fis-5493	108	7	found	find	VERB
fis-5493	108	8	studying	study	VERB
fis-5493	108	9	sudden	sudden	ADJ
fis-5493	108	10	depth	depth	NOUN
fis-5493	108	11	changing	change	VERB
fis-5493	108	12	beams	beam	NOUN
fis-5493	108	13	is	be	AUX
fis-5493	108	14	by	by	ADP
fis-5493	108	15	trinh	trinh	PROPN
fis-5493	108	16	et	et	PROPN
fis-5493	108	17	al	al	PROPN
fis-5493	108	18	.	.	PUNCT
fis-5493	109	1	[	[	X
fis-5493	109	2	22	22	NUM
fis-5493	109	3	]	]	PUNCT
fis-5493	109	4	and	and	CCONJ
fis-5493	109	5	almasri	almasri	ADJ
fis-5493	109	6	and	and	CCONJ
fis-5493	109	7	jabur	jabur	NOUN
fis-5493	110	1	[	[	X
fis-5493	110	2	23	23	NUM
fis-5493	110	3	]	]	PUNCT
fis-5493	110	4	,	,	PUNCT
fis-5493	110	5	where	where	SCONJ
fis-5493	110	6	they	they	PRON
fis-5493	110	7	studied	study	VERB
fis-5493	110	8	lateral	lateral	ADJ
fis-5493	110	9	torsional	torsional	ADJ
fis-5493	110	10	buckling	buckle	VERB
fis-5493	110	11	behavior	behavior	NOUN
fis-5493	110	12	.	.	PUNCT
fis-5493	111	1	no	no	DET
fis-5493	111	2	one	one	NUM
fis-5493	111	3	reference	reference	NOUN
fis-5493	111	4	could	could	AUX
fis-5493	111	5	be	be	AUX
fis-5493	111	6	found	find	VERB
fis-5493	111	7	investigating	investigate	VERB
fis-5493	111	8	the	the	DET
fis-5493	111	9	local	local	ADJ
fis-5493	111	10	web	web	NOUN
fis-5493	111	11	buckling	buckling	NOUN
fis-5493	111	12	of	of	ADP
fis-5493	111	13	stepped	step	VERB
fis-5493	111	14	girders	girder	NOUN
fis-5493	111	15	.	.	PUNCT
fis-5493	112	1	to	to	PART
fis-5493	112	2	cover	cover	VERB
fis-5493	112	3	a	a	DET
fis-5493	112	4	gap	gap	NOUN
fis-5493	112	5	in	in	ADP
fis-5493	112	6	this	this	DET
fis-5493	112	7	topic	topic	NOUN
fis-5493	112	8	,	,	PUNCT
fis-5493	112	9	the	the	DET
fis-5493	112	10	current	current	ADJ
fis-5493	112	11	study	study	NOUN
fis-5493	112	12	will	will	AUX
fis-5493	112	13	present	present	VERB
fis-5493	112	14	a	a	DET
fis-5493	112	15	case	case	NOUN
fis-5493	112	16	study	study	NOUN
fis-5493	112	17	of	of	ADP
fis-5493	112	18	a	a	DET
fis-5493	112	19	web	web	NOUN
fis-5493	112	20	local	local	ADJ
fis-5493	112	21	buckling	buckle	VERB
fis-5493	112	22	failure	failure	NOUN
fis-5493	112	23	of	of	ADP
fis-5493	112	24	steel	steel	NOUN
fis-5493	112	25	girders	girder	NOUN
fis-5493	112	26	,	,	PUNCT
fis-5493	112	27	and	and	CCONJ
fis-5493	112	28	investigate	investigate	VERB
fis-5493	112	29	web	web	NOUN
fis-5493	112	30	buckling	buckle	VERB
fis-5493	112	31	behavior	behavior	NOUN
fis-5493	112	32	of	of	ADP
fis-5493	112	33	steel	steel	NOUN
fis-5493	112	34	girders	girder	NOUN
fis-5493	112	35	with	with	ADP
fis-5493	112	36	abrupt	abrupt	ADJ
fis-5493	112	37	stepped	step	VERB
fis-5493	112	38	depth	depth	NOUN
fis-5493	112	39	under	under	ADP
fis-5493	112	40	different	different	ADJ
fis-5493	112	41	conditions	condition	NOUN
fis-5493	112	42	.	.	PUNCT
fis-5493	113	1	methodology	methodology	NOUN
fis-5493	113	2	o	o	NOUN
fis-5493	113	3	study	study	VERB
fis-5493	113	4	the	the	DET
fis-5493	113	5	web	web	NOUN
fis-5493	113	6	buckling	buckling	NOUN
fis-5493	113	7	of	of	ADP
fis-5493	113	8	the	the	DET
fis-5493	113	9	stepped	step	VERB
fis-5493	113	10	steel	steel	NOUN
fis-5493	113	11	girders	girder	NOUN
fis-5493	113	12	,	,	PUNCT
fis-5493	113	13	linear	linear	ADJ
fis-5493	113	14	finite	finite	PROPN
fis-5493	113	15	element	element	NOUN
fis-5493	113	16	eigenvalue	eigenvalue	ADJ
fis-5493	113	17	buckling	buckling	NOUN
fis-5493	113	18	analysis	analysis	NOUN
fis-5493	113	19	is	be	AUX
fis-5493	113	20	utilized	utilize	VERB
fis-5493	113	21	here	here	ADV
fis-5493	113	22	through	through	ADP
fis-5493	113	23	the	the	DET
fis-5493	113	24	finite	finite	PROPN
fis-5493	113	25	element	element	PROPN
fis-5493	113	26	software	software	NOUN
fis-5493	113	27	mecway	mecway	NOUN
fis-5493	114	1	16	16	NUM
fis-5493	114	2	[	[	X
fis-5493	114	3	24	24	NUM
fis-5493	114	4	]	]	PUNCT
fis-5493	114	5	,	,	PUNCT
fis-5493	114	6	which	which	PRON
fis-5493	114	7	is	be	AUX
fis-5493	114	8	based	base	VERB
fis-5493	114	9	on	on	ADP
fis-5493	114	10	the	the	DET
fis-5493	114	11	open	open	ADJ
fis-5493	114	12	-	-	PUNCT
fis-5493	114	13	source	source	NOUN
fis-5493	114	14	finite	finite	PROPN
fis-5493	114	15	element	element	NOUN
fis-5493	114	16	solver	solver	NOUN
fis-5493	114	17	calculix	calculix	NOUN
fis-5493	114	18	.	.	PUNCT
fis-5493	115	1	the	the	DET
fis-5493	115	2	study	study	NOUN
fis-5493	115	3	includes	include	VERB
fis-5493	115	4	three	three	NUM
fis-5493	115	5	parts	part	NOUN
fis-5493	115	6	.	.	PUNCT
fis-5493	116	1	the	the	DET
fis-5493	116	2	first	first	ADJ
fis-5493	116	3	part	part	NOUN
fis-5493	116	4	is	be	AUX
fis-5493	116	5	a	a	DET
fis-5493	116	6	verification	verification	NOUN
fis-5493	116	7	of	of	ADP
fis-5493	116	8	the	the	DET
fis-5493	116	9	finite	finite	ADJ
fis-5493	116	10	element	element	NOUN
fis-5493	116	11	analysis	analysis	NOUN
fis-5493	116	12	of	of	ADP
fis-5493	116	13	prismatic	prismatic	ADJ
fis-5493	116	14	steel	steel	NOUN
fis-5493	116	15	girders	girder	NOUN
fis-5493	116	16	without	without	ADP
fis-5493	116	17	varying	vary	VERB
fis-5493	116	18	depths	depth	NOUN
fis-5493	116	19	,	,	PUNCT
fis-5493	116	20	which	which	PRON
fis-5493	116	21	will	will	AUX
fis-5493	116	22	be	be	AUX
fis-5493	116	23	compared	compare	VERB
fis-5493	116	24	with	with	ADP
fis-5493	116	25	experimental	experimental	ADJ
fis-5493	116	26	data	datum	NOUN
fis-5493	116	27	from	from	ADP
fis-5493	116	28	literature	literature	NOUN
fis-5493	116	29	in	in	ADP
fis-5493	116	30	addition	addition	NOUN
fis-5493	116	31	to	to	ADP
fis-5493	116	32	a	a	DET
fis-5493	116	33	comparison	comparison	NOUN
fis-5493	116	34	with	with	ADP
fis-5493	116	35	design	design	NOUN
fis-5493	116	36	codes	code	NOUN
fis-5493	116	37	and	and	CCONJ
fis-5493	116	38	standards	standard	NOUN
fis-5493	116	39	,	,	PUNCT
fis-5493	116	40	namely	namely	ADV
fis-5493	116	41	the	the	DET
fis-5493	116	42	aisc360	aisc360	PROPN
fis-5493	116	43	-	-	PROPN
fis-5493	116	44	16	16	NUM
fis-5493	117	1	[	[	X
fis-5493	117	2	25	25	NUM
fis-5493	117	3	]	]	PUNCT
fis-5493	117	4	and	and	CCONJ
fis-5493	117	5	eurocode	eurocode	VERB
fis-5493	117	6	3	3	NUM
fis-5493	117	7	en	en	ADP
fis-5493	117	8	1993	1993	NUM
fis-5493	117	9	-	-	SYM
fis-5493	117	10	1	1	NUM
fis-5493	117	11	-	-	SYM
fis-5493	117	12	5	5	NUM
fis-5493	117	13	[	[	X
fis-5493	117	14	26	26	NUM
fis-5493	117	15	]	]	PUNCT
fis-5493	117	16	.	.	PUNCT
fis-5493	118	1	the	the	DET
fis-5493	118	2	second	second	ADJ
fis-5493	118	3	part	part	NOUN
fis-5493	118	4	will	will	AUX
fis-5493	118	5	discuss	discuss	VERB
fis-5493	118	6	a	a	DET
fis-5493	118	7	failure	failure	NOUN
fis-5493	118	8	case	case	NOUN
fis-5493	118	9	study	study	NOUN
fis-5493	118	10	where	where	SCONJ
fis-5493	118	11	steel	steel	NOUN
fis-5493	118	12	girders	girder	NOUN
fis-5493	118	13	with	with	ADP
fis-5493	118	14	stepped	step	VERB
fis-5493	118	15	i	i	PROPN
fis-5493	118	16	-	-	PUNCT
fis-5493	118	17	section	section	NOUN
fis-5493	118	18	girders	girder	NOUN
fis-5493	118	19	suffered	suffer	VERB
fis-5493	118	20	web	web	NOUN
fis-5493	118	21	buckling	buckling	NOUN
fis-5493	118	22	during	during	ADP
fis-5493	118	23	construction	construction	NOUN
fis-5493	118	24	.	.	PUNCT
fis-5493	119	1	the	the	DET
fis-5493	119	2	third	third	ADJ
fis-5493	119	3	part	part	NOUN
fis-5493	119	4	will	will	AUX
fis-5493	119	5	investigate	investigate	VERB
fis-5493	119	6	the	the	DET
fis-5493	119	7	effect	effect	NOUN
fis-5493	119	8	of	of	ADP
fis-5493	119	9	different	different	ADJ
fis-5493	119	10	parameters	parameter	NOUN
fis-5493	119	11	on	on	ADP
fis-5493	119	12	the	the	DET
fis-5493	119	13	web	web	NOUN
fis-5493	119	14	buckling	buckling	NOUN
fis-5493	119	15	of	of	ADP
fis-5493	119	16	stepped	step	VERB
fis-5493	119	17	steel	steel	NOUN
fis-5493	119	18	girders	girder	NOUN
fis-5493	119	19	,	,	PUNCT
fis-5493	119	20	namely	namely	ADV
fis-5493	119	21	,	,	PUNCT
fis-5493	119	22	step	step	NOUN
fis-5493	119	23	height	height	NOUN
fis-5493	119	24	,	,	PUNCT
fis-5493	119	25	step	step	NOUN
fis-5493	119	26	location	location	NOUN
fis-5493	119	27	,	,	PUNCT
fis-5493	119	28	boundary	boundary	ADJ
fis-5493	119	29	conditions	condition	NOUN
fis-5493	119	30	,	,	PUNCT
fis-5493	119	31	and	and	CCONJ
fis-5493	119	32	adding	add	VERB
fis-5493	119	33	stiffeners	stiffener	NOUN
fis-5493	119	34	.	.	PUNCT
fis-5493	120	1	verification	verification	NOUN
fis-5493	120	2	n	n	PRON
fis-5493	120	3	order	order	NOUN
fis-5493	120	4	to	to	PART
fis-5493	120	5	verify	verify	VERB
fis-5493	120	6	the	the	DET
fis-5493	120	7	use	use	NOUN
fis-5493	120	8	of	of	ADP
fis-5493	120	9	the	the	DET
fis-5493	120	10	linear	linear	PROPN
fis-5493	120	11	eigenvalue	eigenvalue	PROPN
fis-5493	120	12	finite	finite	PROPN
fis-5493	120	13	element	element	NOUN
fis-5493	120	14	method	method	NOUN
fis-5493	120	15	in	in	ADP
fis-5493	120	16	studying	study	VERB
fis-5493	120	17	the	the	DET
fis-5493	120	18	web	web	NOUN
fis-5493	120	19	buckling	buckling	NOUN
fis-5493	120	20	of	of	ADP
fis-5493	120	21	steel	steel	NOUN
fis-5493	120	22	girders	girder	NOUN
fis-5493	120	23	,	,	PUNCT
fis-5493	120	24	the	the	DET
fis-5493	120	25	results	result	NOUN
fis-5493	120	26	of	of	ADP
fis-5493	120	27	the	the	DET
fis-5493	120	28	experiments	experiment	NOUN
fis-5493	120	29	by	by	ADP
fis-5493	120	30	holtz	holtz	NOUN
fis-5493	120	31	and	and	CCONJ
fis-5493	120	32	kulak	kulak	PROPN
fis-5493	120	33	[	[	X
fis-5493	120	34	27	27	NUM
fis-5493	120	35	]	]	PUNCT
fis-5493	120	36	were	be	AUX
fis-5493	120	37	used	use	VERB
fis-5493	120	38	.	.	PUNCT
fis-5493	121	1	they	they	PRON
fis-5493	121	2	tested	test	VERB
fis-5493	121	3	two	two	NUM
fis-5493	121	4	non	non	ADJ
fis-5493	121	5	-	-	ADJ
fis-5493	121	6	compact	compact	ADJ
fis-5493	121	7	beams	beam	NOUN
fis-5493	121	8	subjected	subject	VERB
fis-5493	121	9	to	to	ADP
fis-5493	121	10	strong	strong	ADJ
fis-5493	121	11	-	-	PUNCT
fis-5493	121	12	axis	axis	NOUN
fis-5493	121	13	bending	bending	NOUN
fis-5493	121	14	,	,	PUNCT
fis-5493	121	15	ws-12	ws-12	NOUN
fis-5493	121	16	-	-	PUNCT
fis-5493	121	17	n	n	NOUN
fis-5493	121	18	and	and	CCONJ
fis-5493	121	19	ws-13	ws-13	PRON
fis-5493	121	20	-	-	PUNCT
fis-5493	121	21	n.	n.	NOUN
fis-5493	121	22	the	the	DET
fis-5493	121	23	specimens	specimen	NOUN
fis-5493	121	24	were	be	AUX
fis-5493	121	25	fabricated	fabricate	VERB
fis-5493	121	26	from	from	ADP
fis-5493	121	27	csa	csa	PROPN
fis-5493	121	28	g40.12	g40.12	PROPN
fis-5493	121	29	plate	plate	NOUN
fis-5493	121	30	,	,	PUNCT
fis-5493	121	31	with	with	ADP
fis-5493	121	32	a	a	DET
fis-5493	121	33	yield	yield	NOUN
fis-5493	121	34	strength	strength	NOUN
fis-5493	121	35	of	of	ADP
fis-5493	121	36	303	303	NUM
fis-5493	121	37	mpa	mpa	NOUN
fis-5493	121	38	(	(	PUNCT
fis-5493	121	39	44	44	NUM
fis-5493	121	40	ksi	ksi	NOUN
fis-5493	121	41	)	)	PUNCT
fis-5493	121	42	.	.	PUNCT
fis-5493	122	1	the	the	DET
fis-5493	122	2	steel	steel	NOUN
fis-5493	122	3	modulus	modulus	NOUN
fis-5493	122	4	of	of	ADP
fis-5493	122	5	elasticity	elasticity	NOUN
fis-5493	122	6	and	and	CCONJ
fis-5493	122	7	poisson	poisson	PROPN
fis-5493	122	8	’s	’s	PART
fis-5493	122	9	ratio	ratio	NOUN
fis-5493	122	10	are	be	AUX
fis-5493	122	11	200,000	200,000	NUM
fis-5493	122	12	mpa	mpa	NOUN
fis-5493	122	13	and	and	CCONJ
fis-5493	122	14	0.3	0.3	NUM
fis-5493	122	15	,	,	PUNCT
fis-5493	122	16	respectively	respectively	ADV
fis-5493	122	17	.	.	PUNCT
fis-5493	123	1	no	no	DET
fis-5493	123	2	information	information	NOUN
fis-5493	123	3	was	be	AUX
fis-5493	123	4	available	available	ADJ
fis-5493	123	5	about	about	ADP
fis-5493	123	6	residual	residual	ADJ
fis-5493	123	7	stresses	stress	NOUN
fis-5493	123	8	.	.	PUNCT
fis-5493	124	1	the	the	DET
fis-5493	124	2	beam	beam	NOUN
fis-5493	124	3	specimens	specimen	NOUN
fis-5493	124	4	were	be	AUX
fis-5493	124	5	supported	support	VERB
fis-5493	124	6	and	and	CCONJ
fis-5493	124	7	loaded	load	VERB
fis-5493	124	8	symmetrically	symmetrically	ADV
fis-5493	124	9	with	with	ADP
fis-5493	124	10	two	two	NUM
fis-5493	124	11	equal	equal	ADJ
fis-5493	124	12	concentrated	concentrated	ADJ
fis-5493	124	13	loads	load	NOUN
fis-5493	124	14	acting	act	VERB
fis-5493	124	15	on	on	ADP
fis-5493	124	16	tension	tension	NOUN
fis-5493	124	17	flanges	flange	NOUN
fis-5493	124	18	,	,	PUNCT
fis-5493	124	19	so	so	SCONJ
fis-5493	124	20	a	a	DET
fis-5493	124	21	uniform	uniform	ADJ
fis-5493	124	22	moment	moment	NOUN
fis-5493	124	23	region	region	NOUN
fis-5493	124	24	existed	exist	VERB
fis-5493	124	25	in	in	ADP
fis-5493	124	26	the	the	DET
fis-5493	124	27	middle	middle	NOUN
fis-5493	124	28	of	of	ADP
fis-5493	124	29	the	the	DET
fis-5493	124	30	beams	beam	NOUN
fis-5493	124	31	.	.	PUNCT
fis-5493	125	1	the	the	DET
fis-5493	125	2	beams	beam	NOUN
fis-5493	125	3	'	'	PART
fis-5493	125	4	spans	span	NOUN
fis-5493	125	5	were	be	AUX
fis-5493	125	6	4876.8	4876.8	NUM
fis-5493	125	7	mm	mm	NOUN
fis-5493	125	8	(	(	PUNCT
fis-5493	125	9	192	192	NUM
fis-5493	125	10	in	in	ADP
fis-5493	125	11	)	)	PUNCT
fis-5493	125	12	and	and	CCONJ
fis-5493	125	13	5486.4	5486.4	NUM
fis-5493	125	14	mm	mm	NOUN
fis-5493	125	15	(	(	PUNCT
fis-5493	125	16	216	216	NUM
fis-5493	125	17	in	in	ADP
fis-5493	125	18	)	)	PUNCT
fis-5493	125	19	,	,	PUNCT
fis-5493	125	20	with	with	ADP
fis-5493	125	21	the	the	DET
fis-5493	125	22	two	two	NUM
fis-5493	125	23	loads	load	NOUN
fis-5493	125	24	being	be	AUX
fis-5493	125	25	at	at	ADP
fis-5493	125	26	1981.2	1981.2	NUM
fis-5493	125	27	mm	mm	NOUN
fis-5493	125	28	(	(	PUNCT
fis-5493	125	29	78	78	NUM
fis-5493	125	30	in	in	ADP
fis-5493	125	31	)	)	PUNCT
fis-5493	125	32	and	and	CCONJ
fis-5493	125	33	2286	2286	NUM
fis-5493	125	34	mm	mm	NOUN
fis-5493	125	35	(	(	PUNCT
fis-5493	125	36	90	90	NUM
fis-5493	125	37	in	in	ADP
fis-5493	125	38	)	)	PUNCT
fis-5493	125	39	from	from	ADP
fis-5493	125	40	the	the	DET
fis-5493	125	41	supports	support	NOUN
fis-5493	125	42	.	.	PUNCT
fis-5493	126	1	the	the	DET
fis-5493	126	2	beams	beam	NOUN
fis-5493	126	3	were	be	AUX
fis-5493	126	4	laterally	laterally	ADV
fis-5493	126	5	braced	brace	VERB
fis-5493	126	6	at	at	ADP
fis-5493	126	7	the	the	DET
fis-5493	126	8	load	load	NOUN
fis-5493	126	9	and	and	CCONJ
fis-5493	126	10	reaction	reaction	NOUN
fis-5493	126	11	points	point	NOUN
fis-5493	126	12	to	to	PART
fis-5493	126	13	prevent	prevent	VERB
fis-5493	126	14	lateral	lateral	ADJ
fis-5493	126	15	movement	movement	NOUN
fis-5493	126	16	.	.	PUNCT
fis-5493	127	1	the	the	DET
fis-5493	127	2	flanges	flange	NOUN
fis-5493	127	3	were	be	AUX
fis-5493	127	4	279.4	279.4	NUM
fis-5493	127	5	mm	mm	NOUN
fis-5493	127	6	(	(	PUNCT
fis-5493	127	7	11	11	NUM
fis-5493	127	8	in	in	ADP
fis-5493	127	9	)	)	PUNCT
fis-5493	127	10	by	by	ADP
fis-5493	127	11	9.525	9.525	NUM
fis-5493	127	12	mm	mm	NOUN
fis-5493	127	13	(	(	PUNCT
fis-5493	127	14	0.375	0.375	NUM
fis-5493	127	15	in	in	ADP
fis-5493	127	16	)	)	PUNCT
fis-5493	127	17	.	.	PUNCT
fis-5493	128	1	the	the	DET
fis-5493	128	2	web	web	NOUN
fis-5493	128	3	's	's	PART
fis-5493	128	4	thickness	thickness	NOUN
fis-5493	128	5	was	be	AUX
fis-5493	128	6	6.35	6.35	NUM
fis-5493	128	7	mm	mm	NOUN
fis-5493	128	8	(	(	PUNCT
fis-5493	128	9	0.25	0.25	NUM
fis-5493	128	10	in	in	ADP
fis-5493	128	11	)	)	PUNCT
fis-5493	128	12	,	,	PUNCT
fis-5493	128	13	and	and	CCONJ
fis-5493	128	14	clear	clear	ADJ
fis-5493	128	15	heights	height	NOUN
fis-5493	128	16	between	between	ADP
fis-5493	128	17	flanges	flange	NOUN
fis-5493	128	18	were	be	AUX
fis-5493	128	19	683.26	683.26	NUM
fis-5493	128	20	mm	mm	NOUN
fis-5493	128	21	(	(	PUNCT
fis-5493	128	22	27	27	NUM
fis-5493	128	23	in	in	ADP
fis-5493	128	24	)	)	PUNCT
fis-5493	128	25	and	and	CCONJ
fis-5493	128	26	736.6	736.6	NUM
fis-5493	128	27	mm	mm	NOUN
fis-5493	128	28	(	(	PUNCT
fis-5493	128	29	29	29	NUM
fis-5493	128	30	in	in	ADP
fis-5493	128	31	)	)	PUNCT
fis-5493	128	32	.	.	PUNCT
fis-5493	129	1	a	a	DET
fis-5493	129	2	quad4	quad4	NOUN
fis-5493	129	3	shell	shell	PROPN
fis-5493	129	4	element	element	NOUN
fis-5493	129	5	was	be	AUX
fis-5493	129	6	used	use	VERB
fis-5493	129	7	for	for	ADP
fis-5493	129	8	the	the	DET
fis-5493	129	9	simulation	simulation	NOUN
fis-5493	129	10	purposes	purpose	NOUN
fis-5493	129	11	.	.	PUNCT
fis-5493	130	1	quad	quad	ADJ
fis-5493	130	2	elements	element	NOUN
fis-5493	130	3	are	be	AUX
fis-5493	130	4	more	more	ADV
fis-5493	130	5	accurate	accurate	ADJ
fis-5493	130	6	than	than	ADP
fis-5493	130	7	triangular	triangular	NOUN
fis-5493	130	8	elements	element	NOUN
fis-5493	130	9	,	,	PUNCT
fis-5493	130	10	and	and	CCONJ
fis-5493	130	11	more	more	ADV
fis-5493	130	12	suitable	suitable	ADJ
fis-5493	130	13	for	for	ADP
fis-5493	130	14	the	the	DET
fis-5493	130	15	research	research	NOUN
fis-5493	130	16	problem	problem	NOUN
fis-5493	130	17	with	with	ADP
fis-5493	130	18	straight	straight	ADJ
fis-5493	130	19	geometries	geometry	NOUN
fis-5493	130	20	.	.	PUNCT
fis-5493	131	1	the	the	DET
fis-5493	131	2	quad8	quad8	PROPN
fis-5493	131	3	element	element	NOUN
fis-5493	131	4	was	be	AUX
fis-5493	131	5	tried	try	VERB
fis-5493	131	6	,	,	PUNCT
fis-5493	131	7	and	and	CCONJ
fis-5493	131	8	the	the	DET
fis-5493	131	9	same	same	ADJ
fis-5493	131	10	accuracy	accuracy	NOUN
fis-5493	131	11	was	be	AUX
fis-5493	131	12	obtained	obtain	VERB
fis-5493	131	13	as	as	ADP
fis-5493	131	14	the	the	DET
fis-5493	131	15	quad4	quad4	NOUN
fis-5493	131	16	element	element	NOUN
fis-5493	131	17	.	.	PUNCT
fis-5493	132	1	so	so	ADV
fis-5493	132	2	,	,	PUNCT
fis-5493	132	3	the	the	DET
fis-5493	132	4	quad4	quad4	PROPN
fis-5493	132	5	shell	shell	PROPN
fis-5493	132	6	element	element	NOUN
fis-5493	132	7	was	be	AUX
fis-5493	132	8	considered	consider	VERB
fis-5493	132	9	suitable	suitable	ADJ
fis-5493	132	10	for	for	ADP
fis-5493	132	11	the	the	DET
fis-5493	132	12	current	current	ADJ
fis-5493	132	13	research	research	NOUN
fis-5493	132	14	problem	problem	NOUN
fis-5493	132	15	.	.	PUNCT
fis-5493	133	1	the	the	DET
fis-5493	133	2	element	element	NOUN
fis-5493	133	3	avoids	avoid	VERB
fis-5493	133	4	shear	shear	NOUN
fis-5493	133	5	locking	lock	VERB
fis-5493	133	6	as	as	ADV
fis-5493	133	7	well	well	ADV
fis-5493	133	8	as	as	ADP
fis-5493	133	9	membrane	membrane	NOUN
fis-5493	133	10	locking	locking	NOUN
fis-5493	133	11	.	.	PUNCT
fis-5493	134	1	it	it	PRON
fis-5493	134	2	is	be	AUX
fis-5493	134	3	suitable	suitable	ADJ
fis-5493	134	4	for	for	ADP
fis-5493	134	5	simulating	simulate	VERB
fis-5493	134	6	thin	thin	ADJ
fis-5493	134	7	structures	structure	NOUN
fis-5493	134	8	such	such	ADJ
fis-5493	134	9	as	as	ADP
fis-5493	134	10	the	the	DET
fis-5493	134	11	steel	steel	NOUN
fis-5493	134	12	i	i	PRON
fis-5493	134	13	girders	girder	NOUN
fis-5493	134	14	.	.	PUNCT
fis-5493	135	1	each	each	DET
fis-5493	135	2	node	node	NOUN
fis-5493	135	3	has	have	VERB
fis-5493	135	4	6	6	NUM
fis-5493	135	5	degrees	degree	NOUN
fis-5493	135	6	of	of	ADP
fis-5493	135	7	freedom	freedom	NOUN
fis-5493	135	8	;	;	PUNCT
fis-5493	135	9	displacement	displacement	NOUN
fis-5493	135	10	in	in	ADP
fis-5493	135	11	x	x	PROPN
fis-5493	135	12	,	,	PUNCT
fis-5493	135	13	y	y	PROPN
fis-5493	135	14	,	,	PUNCT
fis-5493	135	15	and	and	CCONJ
fis-5493	135	16	z	z	NOUN
fis-5493	135	17	,	,	PUNCT
fis-5493	135	18	and	and	CCONJ
fis-5493	135	19	rotation	rotation	NOUN
fis-5493	135	20	about	about	ADP
fis-5493	135	21	x	x	PROPN
fis-5493	135	22	,	,	PUNCT
fis-5493	135	23	y	y	PROPN
fis-5493	135	24	,	,	PUNCT
fis-5493	135	25	and	and	CCONJ
fis-5493	135	26	z.	z.	PROPN
fis-5493	135	27	uniform	uniform	PROPN
fis-5493	135	28	meshing	meshing	NOUN
fis-5493	135	29	is	be	AUX
fis-5493	135	30	used	use	VERB
fis-5493	135	31	throughout	throughout	ADP
fis-5493	135	32	the	the	DET
fis-5493	135	33	girders	girder	NOUN
fis-5493	135	34	.	.	PUNCT
fis-5493	136	1	the	the	DET
fis-5493	136	2	concentrated	concentrate	VERB
fis-5493	136	3	loads	load	NOUN
fis-5493	136	4	usually	usually	ADV
fis-5493	136	5	cause	cause	VERB
fis-5493	136	6	stresses	stress	VERB
fis-5493	136	7	concentration	concentration	NOUN
fis-5493	136	8	in	in	ADP
fis-5493	136	9	the	the	DET
fis-5493	136	10	static	static	ADJ
fis-5493	136	11	finite	finite	ADJ
fis-5493	136	12	element	element	NOUN
fis-5493	136	13	load	load	NOUN
fis-5493	136	14	-	-	PUNCT
fis-5493	136	15	deformation	deformation	NOUN
fis-5493	136	16	analysis	analysis	NOUN
fis-5493	136	17	.	.	PUNCT
fis-5493	137	1	refined	refined	ADJ
fis-5493	137	2	mesh	mesh	NOUN
fis-5493	137	3	with	with	ADP
fis-5493	137	4	smaller	small	ADJ
fis-5493	137	5	element	element	NOUN
fis-5493	137	6	size	size	NOUN
fis-5493	137	7	is	be	AUX
fis-5493	137	8	usually	usually	ADV
fis-5493	137	9	used	use	VERB
fis-5493	137	10	to	to	PART
fis-5493	137	11	enhance	enhance	VERB
fis-5493	137	12	the	the	DET
fis-5493	137	13	accuracy	accuracy	NOUN
fis-5493	137	14	of	of	ADP
fis-5493	137	15	the	the	DET
fis-5493	137	16	results	result	NOUN
fis-5493	137	17	in	in	ADP
fis-5493	137	18	this	this	DET
fis-5493	137	19	case	case	NOUN
fis-5493	137	20	.	.	PUNCT
fis-5493	138	1	however	however	ADV
fis-5493	138	2	,	,	PUNCT
fis-5493	138	3	for	for	ADP
fis-5493	138	4	the	the	DET
fis-5493	138	5	linear	linear	PROPN
fis-5493	138	6	eigenvalue	eigenvalue	ADJ
fis-5493	138	7	buckling	buckling	NOUN
fis-5493	138	8	analysis	analysis	NOUN
fis-5493	138	9	,	,	PUNCT
fis-5493	138	10	which	which	PRON
fis-5493	138	11	is	be	AUX
fis-5493	138	12	a	a	DET
fis-5493	138	13	stability	stability	NOUN
fis-5493	138	14	analysis	analysis	NOUN
fis-5493	138	15	,	,	PUNCT
fis-5493	138	16	it	it	PRON
fis-5493	138	17	was	be	AUX
fis-5493	138	18	found	find	VERB
fis-5493	138	19	that	that	SCONJ
fis-5493	138	20	the	the	DET
fis-5493	138	21	results	result	NOUN
fis-5493	138	22	are	be	AUX
fis-5493	138	23	reasonably	reasonably	ADV
fis-5493	138	24	accurate	accurate	ADJ
fis-5493	138	25	,	,	PUNCT
fis-5493	138	26	without	without	ADP
fis-5493	138	27	using	use	VERB
fis-5493	138	28	very	very	ADV
fis-5493	138	29	fine	fine	ADJ
fis-5493	138	30	meshes	mesh	NOUN
fis-5493	138	31	,	,	PUNCT
fis-5493	138	32	as	as	SCONJ
fis-5493	138	33	will	will	AUX
fis-5493	138	34	be	be	AUX
fis-5493	138	35	shown	show	VERB
fis-5493	138	36	later	later	ADV
fis-5493	138	37	,	,	PUNCT
fis-5493	138	38	as	as	SCONJ
fis-5493	138	39	the	the	DET
fis-5493	138	40	buckling	buckling	NOUN
fis-5493	138	41	analysis	analysis	NOUN
fis-5493	138	42	finds	find	VERB
fis-5493	138	43	the	the	DET
fis-5493	138	44	loads	load	NOUN
fis-5493	138	45	at	at	ADP
fis-5493	138	46	which	which	PRON
fis-5493	138	47	a	a	DET
fis-5493	138	48	structure	structure	NOUN
fis-5493	138	49	’s	’s	PART
fis-5493	138	50	stiffness	stiffness	ADJ
fis-5493	138	51	matrix	matrix	NOUN
fis-5493	138	52	becomes	become	VERB
fis-5493	138	53	singular	singular	ADJ
fis-5493	138	54	,	,	PUNCT
fis-5493	138	55	meaning	mean	VERB
fis-5493	138	56	it	it	PRON
fis-5493	138	57	loses	lose	VERB
fis-5493	138	58	its	its	PRON
fis-5493	138	59	ability	ability	NOUN
fis-5493	138	60	to	to	PART
fis-5493	138	61	resist	resist	VERB
fis-5493	138	62	further	further	ADJ
fis-5493	138	63	deformation	deformation	NOUN
fis-5493	138	64	.	.	PUNCT
fis-5493	139	1	refining	refine	VERB
fis-5493	139	2	the	the	DET
fis-5493	139	3	mesh	mesh	NOUN
fis-5493	139	4	around	around	ADP
fis-5493	139	5	the	the	DET
fis-5493	139	6	critical	critical	ADJ
fis-5493	139	7	areas	area	NOUN
fis-5493	139	8	did	do	AUX
fis-5493	139	9	not	not	PART
fis-5493	139	10	significantly	significantly	ADV
fis-5493	139	11	improve	improve	VERB
fis-5493	139	12	the	the	DET
fis-5493	139	13	accuracy	accuracy	NOUN
fis-5493	139	14	of	of	ADP
fis-5493	139	15	the	the	DET
fis-5493	139	16	buckling	buckle	VERB
fis-5493	139	17	capacity	capacity	NOUN
fis-5493	139	18	.	.	PUNCT
fis-5493	140	1	therefore	therefore	ADV
fis-5493	140	2	,	,	PUNCT
fis-5493	140	3	meshes	mesh	NOUN
fis-5493	140	4	were	be	AUX
fis-5493	140	5	kept	keep	VERB
fis-5493	140	6	uniform	uniform	ADJ
fis-5493	140	7	for	for	ADP
fis-5493	140	8	the	the	DET
fis-5493	140	9	rest	rest	NOUN
fis-5493	140	10	of	of	ADP
fis-5493	140	11	the	the	DET
fis-5493	140	12	study	study	NOUN
fis-5493	140	13	.	.	PUNCT
fis-5493	141	1	a	a	DET
fis-5493	141	2	convergence	convergence	NOUN
fis-5493	141	3	check	check	NOUN
fis-5493	141	4	of	of	ADP
fis-5493	141	5	the	the	DET
fis-5493	141	6	finite	finite	ADJ
fis-5493	141	7	element	element	NOUN
fis-5493	141	8	buckling	buckling	NOUN
fis-5493	141	9	moment	moment	NOUN
fis-5493	141	10	results	result	NOUN
fis-5493	141	11	of	of	ADP
fis-5493	141	12	the	the	DET
fis-5493	141	13	ws-12n	ws-12n	NOUN
fis-5493	141	14	specimen	speciman	NOUN
fis-5493	141	15	was	be	AUX
fis-5493	141	16	carried	carry	VERB
fis-5493	141	17	out	out	ADP
fis-5493	141	18	and	and	CCONJ
fis-5493	141	19	illustrated	illustrate	VERB
fis-5493	141	20	in	in	ADP
fis-5493	141	21	fig	fig	NOUN
fis-5493	141	22	.	.	PUNCT
fis-5493	142	1	2	2	X
fis-5493	142	2	.	.	X
fis-5493	142	3	the	the	DET
fis-5493	142	4	curve	curve	NOUN
fis-5493	142	5	shows	show	VERB
fis-5493	142	6	that	that	SCONJ
fis-5493	142	7	using	use	VERB
fis-5493	142	8	around	around	ADV
fis-5493	142	9	20	20	NUM
fis-5493	142	10	thousand	thousand	NUM
fis-5493	142	11	nodes	node	NOUN
fis-5493	142	12	obtains	obtain	VERB
fis-5493	142	13	satisfactory	satisfactory	ADJ
fis-5493	142	14	accuracy	accuracy	NOUN
fis-5493	142	15	and	and	CCONJ
fis-5493	142	16	therefore	therefore	ADV
fis-5493	142	17	can	can	AUX
fis-5493	142	18	be	be	AUX
fis-5493	142	19	considered	consider	VERB
fis-5493	142	20	an	an	DET
fis-5493	142	21	appropriate	appropriate	ADJ
fis-5493	142	22	mesh	mesh	NOUN
fis-5493	142	23	size	size	NOUN
fis-5493	142	24	.	.	PUNCT
fis-5493	143	1	next	next	ADV
fis-5493	143	2	,	,	PUNCT
fis-5493	143	3	the	the	DET
fis-5493	143	4	two	two	NUM
fis-5493	143	5	beam	beam	NOUN
fis-5493	143	6	samples	sample	NOUN
fis-5493	143	7	were	be	AUX
fis-5493	143	8	modelled	model	VERB
fis-5493	143	9	,	,	PUNCT
fis-5493	143	10	and	and	CCONJ
fis-5493	143	11	buckling	buckle	VERB
fis-5493	143	12	moments	moment	NOUN
fis-5493	143	13	were	be	AUX
fis-5493	143	14	obtained	obtain	VERB
fis-5493	143	15	.	.	PUNCT
fis-5493	144	1	fig	fig	NOUN
fis-5493	144	2	.	.	PUNCT
fis-5493	145	1	3a	3a	PROPN
fis-5493	145	2	shows	show	VERB
fis-5493	145	3	the	the	DET
fis-5493	145	4	loading	loading	NOUN
fis-5493	145	5	and	and	CCONJ
fis-5493	145	6	boundary	boundary	ADJ
fis-5493	145	7	conditions	condition	NOUN
fis-5493	145	8	of	of	ADP
fis-5493	145	9	the	the	DET
fis-5493	145	10	ws-12	ws-12	NOUN
fis-5493	145	11	-	-	PUNCT
fis-5493	145	12	n	n	PRON
fis-5493	145	13	beam	beam	NOUN
fis-5493	145	14	.	.	PUNCT
fis-5493	146	1	it	it	PRON
fis-5493	146	2	is	be	AUX
fis-5493	146	3	supported	support	VERB
fis-5493	146	4	at	at	ADP
fis-5493	146	5	the	the	DET
fis-5493	146	6	edge	edge	NOUN
fis-5493	146	7	of	of	ADP
fis-5493	146	8	the	the	DET
fis-5493	146	9	lower	low	ADJ
fis-5493	146	10	flange	flange	NOUN
fis-5493	146	11	,	,	PUNCT
fis-5493	146	12	where	where	SCONJ
fis-5493	146	13	translations	translation	NOUN
fis-5493	146	14	in	in	ADP
fis-5493	146	15	three	three	NUM
fis-5493	146	16	directions	direction	NOUN
fis-5493	146	17	are	be	AUX
fis-5493	146	18	restrained	restrain	VERB
fis-5493	146	19	along	along	ADP
fis-5493	146	20	the	the	DET
fis-5493	146	21	edge	edge	NOUN
fis-5493	146	22	,	,	PUNCT
fis-5493	146	23	and	and	CCONJ
fis-5493	146	24	subjected	subject	VERB
fis-5493	146	25	to	to	ADP
fis-5493	146	26	two	two	NUM
fis-5493	146	27	-	-	PUNCT
fis-5493	146	28	point	point	NOUN
fis-5493	146	29	concentrated	concentrated	ADJ
fis-5493	146	30	loads	load	NOUN
fis-5493	146	31	.	.	PUNCT
fis-5493	147	1	fig	fig	NOUN
fis-5493	147	2	.	.	PUNCT
fis-5493	148	1	3b	3b	PROPN
fis-5493	148	2	shows	show	VERB
fis-5493	148	3	the	the	DET
fis-5493	148	4	web	web	NOUN
fis-5493	148	5	buckling	buckling	NOUN
fis-5493	148	6	of	of	ADP
fis-5493	148	7	the	the	DET
fis-5493	148	8	beam	beam	NOUN
fis-5493	148	9	at	at	ADP
fis-5493	148	10	the	the	DET
fis-5493	148	11	loading	loading	NOUN
fis-5493	148	12	position	position	NOUN
fis-5493	148	13	,	,	PUNCT
fis-5493	148	14	which	which	PRON
fis-5493	148	15	was	be	AUX
fis-5493	148	16	the	the	DET
fis-5493	148	17	first	first	ADJ
fis-5493	148	18	predicted	predict	VERB
fis-5493	148	19	buckling	buckling	NOUN
fis-5493	148	20	mode	mode	NOUN
fis-5493	148	21	.	.	PUNCT
fis-5493	149	1	buckling	buckle	VERB
fis-5493	149	2	displacement	displacement	NOUN
fis-5493	149	3	of	of	ADP
fis-5493	149	4	about	about	ADV
fis-5493	149	5	0.76	0.76	NUM
fis-5493	149	6	mm	mm	NOUN
fis-5493	149	7	matches	match	VERB
fis-5493	149	8	the	the	DET
fis-5493	149	9	one	one	NUM
fis-5493	149	10	in	in	ADP
fis-5493	149	11	holtz	holtz	NOUN
fis-5493	149	12	and	and	CCONJ
fis-5493	149	13	kulak	kulak	PROPN
fis-5493	150	1	[	[	X
fis-5493	150	2	27	27	NUM
fis-5493	150	3	]	]	PUNCT
fis-5493	150	4	,	,	PUNCT
fis-5493	150	5	which	which	PRON
fis-5493	150	6	was	be	AUX
fis-5493	150	7	about	about	ADV
fis-5493	150	8	0.8	0.8	NUM
fis-5493	150	9	mm	mm	NOUN
fis-5493	150	10	t	t	NOUN
fis-5493	150	11	i	i	PRON
fis-5493	150	12	a.	a.	NOUN
fis-5493	150	13	m.	m.	PROPN
fis-5493	150	14	almastri	almastri	VERB
fis-5493	150	15	et	et	PROPN
fis-5493	150	16	alii	alii	PROPN
fis-5493	150	17	,	,	PUNCT
fis-5493	150	18	fracture	fracture	ADJ
fis-5493	150	19	and	and	CCONJ
fis-5493	150	20	structural	structural	ADJ
fis-5493	150	21	integrity	integrity	NOUN
fis-5493	150	22	,	,	PUNCT
fis-5493	150	23	74	74	NUM
fis-5493	150	24	(	(	PUNCT
fis-5493	150	25	2025	2025	NUM
fis-5493	150	26	)	)	PUNCT
fis-5493	150	27	342	342	NUM
fis-5493	150	28	-	-	SYM
fis-5493	150	29	357	357	NUM
fis-5493	150	30	;	;	PUNCT
fis-5493	150	31	doi	doi	NOUN
fis-5493	150	32	:	:	PUNCT
fis-5493	150	33	10.3221	10.3221	NUM
fis-5493	150	34	/	/	SYM
fis-5493	150	35	igf	igf	PROPN
fis-5493	150	36	-	-	ADJ
fis-5493	150	37	esis.74.21	esis.74.21	ADJ
fis-5493	150	38	346	346	NUM
fis-5493	150	39	figure	figure	NOUN
fis-5493	150	40	2	2	NUM
fis-5493	150	41	:	:	PUNCT
fis-5493	150	42	convergence	convergence	NOUN
fis-5493	150	43	of	of	ADP
fis-5493	150	44	finite	finite	ADJ
fis-5493	150	45	element	element	NOUN
fis-5493	150	46	modeling	modeling	NOUN
fis-5493	150	47	of	of	ADP
fis-5493	150	48	ws-12	ws-12	NOUN
fis-5493	150	49	-	-	PUNCT
fis-5493	150	50	n	n	PRON
fis-5493	150	51	specimen	speciman	NOUN
fis-5493	150	52	.	.	PUNCT
fis-5493	151	1	(	(	PUNCT
fis-5493	151	2	a	a	X
fis-5493	151	3	)	)	PUNCT
fis-5493	151	4	(	(	PUNCT
fis-5493	151	5	b	b	X
fis-5493	151	6	)	)	PUNCT
fis-5493	151	7	figure	figure	NOUN
fis-5493	151	8	3	3	NUM
fis-5493	151	9	:	:	PUNCT
fis-5493	151	10	(	(	PUNCT
fis-5493	151	11	a	a	NOUN
fis-5493	151	12	)	)	PUNCT
fis-5493	151	13	loading	loading	NOUN
fis-5493	151	14	and	and	CCONJ
fis-5493	151	15	boundary	boundary	ADJ
fis-5493	151	16	conditions	condition	NOUN
fis-5493	151	17	of	of	ADP
fis-5493	151	18	ws-12	ws-12	NOUN
fis-5493	151	19	-	-	PUNCT
fis-5493	151	20	n	n	PRON
fis-5493	151	21	specimen	speciman	NOUN
fis-5493	151	22	,	,	PUNCT
fis-5493	151	23	and	and	CCONJ
fis-5493	151	24	(	(	PUNCT
fis-5493	151	25	b	b	NOUN
fis-5493	151	26	)	)	PUNCT
fis-5493	151	27	first	first	ADJ
fis-5493	151	28	buckling	buckle	VERB
fis-5493	151	29	mode	mode	NOUN
fis-5493	151	30	of	of	ADP
fis-5493	151	31	ws-12	ws-12	NOUN
fis-5493	151	32	-	-	PUNCT
fis-5493	151	33	n	n	PRON
fis-5493	151	34	specimen	speciman	NOUN
fis-5493	151	35	.	.	PUNCT
fis-5493	152	1	buckling	buckle	VERB
fis-5493	152	2	moments	moment	NOUN
fis-5493	152	3	simulation	simulation	NOUN
fis-5493	152	4	results	result	NOUN
fis-5493	152	5	are	be	AUX
fis-5493	152	6	illustrated	illustrate	VERB
fis-5493	152	7	in	in	ADP
fis-5493	152	8	fig	fig	NOUN
fis-5493	152	9	.	.	PUNCT
fis-5493	153	1	4	4	NUM
fis-5493	153	2	,	,	PUNCT
fis-5493	153	3	along	along	ADP
fis-5493	153	4	with	with	ADP
fis-5493	153	5	the	the	DET
fis-5493	153	6	experimental	experimental	ADJ
fis-5493	153	7	values	value	NOUN
fis-5493	153	8	,	,	PUNCT
fis-5493	153	9	and	and	CCONJ
fis-5493	153	10	values	value	NOUN
fis-5493	153	11	calculated	calculate	VERB
fis-5493	153	12	by	by	ADP
fis-5493	153	13	aisc-360	aisc-360	ADJ
fis-5493	153	14	specifications	specification	NOUN
fis-5493	153	15	[	[	X
fis-5493	153	16	25	25	NUM
fis-5493	153	17	]	]	PUNCT
fis-5493	154	1	and	and	CCONJ
fis-5493	154	2	eurocode	eurocode	VERB
fis-5493	154	3	3	3	NUM
fis-5493	154	4	[	[	X
fis-5493	154	5	26	26	NUM
fis-5493	154	6	]	]	PUNCT
fis-5493	154	7	.	.	PUNCT
fis-5493	155	1	the	the	DET
fis-5493	155	2	web	web	NOUN
fis-5493	155	3	buckling	buckling	NOUN
fis-5493	155	4	strength	strength	NOUN
fis-5493	155	5	𝑅	𝑅	NOUN
fis-5493	155	6	calculated	calculate	VERB
fis-5493	155	7	by	by	ADP
fis-5493	155	8	aisc-360	aisc-360	NOUN
fis-5493	155	9	(	(	PUNCT
fis-5493	155	10	which	which	PRON
fis-5493	155	11	calls	call	VERB
fis-5493	155	12	it	it	PRON
fis-5493	155	13	web	web	NOUN
fis-5493	155	14	crippling	crippling	ADJ
fis-5493	155	15	)	)	PUNCT
fis-5493	155	16	is	be	AUX
fis-5493	155	17	obtained	obtain	VERB
fis-5493	155	18	by	by	ADP
fis-5493	155	19	the	the	DET
fis-5493	155	20	equation	equation	NOUN
fis-5493	155	21	(	(	PUNCT
fis-5493	155	22	in	in	ADP
fis-5493	155	23	british	british	ADJ
fis-5493	155	24	units	unit	NOUN
fis-5493	155	25	):	):	PUNCT
fis-5493	155	26	1.5	1.5	NUM
fis-5493	155	27	20.80	20.80	NUM
fis-5493	155	28	1	1	NUM
fis-5493	155	29	3	3	NUM
fis-5493	155	30	yw	yw	NUM
fis-5493	155	31	fb	fb	INTJ
fis-5493	155	32	w	w	PROPN
fis-5493	155	33	n	n	PROPN
fis-5493	155	34	w	w	PROPN
fis-5493	155	35	f	f	PROPN
fis-5493	155	36	w	w	PROPN
fis-5493	155	37	ef	ef	PROPN
fis-5493	156	1	tl	tl	PROPN
fis-5493	156	2	t	t	PROPN
fis-5493	156	3	r	r	NOUN
fis-5493	156	4	t	t	PROPN
fis-5493	156	5	d	d	X
fis-5493	156	6	t	t	PROPN
fis-5493	156	7	t	t	PROPN
fis-5493	156	8			PROPN
fis-5493	156	9			PROPN
fis-5493	156	10			PROPN
fis-5493	156	11			VERB
fis-5493	156	12			PROPN
fis-5493	156	13			PROPN
fis-5493	157	1			PROPN
fis-5493	158	1			X
fis-5493	158	2			X
fis-5493	158	3			PROPN
fis-5493	158	4			NOUN
fis-5493	159	1			NOUN
fis-5493	159	2			PROPN
fis-5493	159	3			PROPN
fis-5493	159	4	(	(	PUNCT
fis-5493	159	5	1	1	NUM
fis-5493	159	6	)	)	PUNCT
fis-5493	159	7	where	where	SCONJ
fis-5493	159	8	wt	wt	NOUN
fis-5493	159	9	is	be	AUX
fis-5493	159	10	web	web	NOUN
fis-5493	159	11	thickness	thickness	NOUN
fis-5493	159	12	,	,	PUNCT
fis-5493	159	13	ft	ft	PROPN
fis-5493	159	14	is	be	AUX
fis-5493	159	15	flange	flange	NOUN
fis-5493	159	16	thickness	thickness	NOUN
fis-5493	159	17	,	,	PUNCT
fis-5493	159	18	d	d	NOUN
fis-5493	159	19	is	be	AUX
fis-5493	159	20	the	the	DET
fis-5493	159	21	full	full	ADJ
fis-5493	159	22	depth	depth	NOUN
fis-5493	159	23	of	of	ADP
fis-5493	159	24	the	the	DET
fis-5493	159	25	member	member	NOUN
fis-5493	159	26	,	,	PUNCT
fis-5493	159	27	bl	bl	PROPN
fis-5493	159	28	is	be	AUX
fis-5493	159	29	the	the	DET
fis-5493	159	30	length	length	NOUN
fis-5493	159	31	of	of	ADP
fis-5493	159	32	bearing	bearing	NOUN
fis-5493	159	33	,	,	PUNCT
fis-5493	159	34	e	e	X
fis-5493	159	35	is	be	AUX
fis-5493	159	36	the	the	DET
fis-5493	159	37	modulus	modulus	NOUN
fis-5493	159	38	of	of	ADP
fis-5493	159	39	elasticity	elasticity	NOUN
fis-5493	159	40	,	,	PUNCT
fis-5493	159	41	and	and	CCONJ
fis-5493	159	42	ywf	ywf	PROPN
fis-5493	159	43	is	be	AUX
fis-5493	159	44	the	the	DET
fis-5493	159	45	specified	specified	ADJ
fis-5493	159	46	minimum	minimum	ADJ
fis-5493	159	47	yield	yield	NOUN
fis-5493	159	48	stress	stress	NOUN
fis-5493	159	49	of	of	ADP
fis-5493	159	50	the	the	DET
fis-5493	159	51	web	web	NOUN
fis-5493	159	52	.	.	PUNCT
fis-5493	160	1	as	as	SCONJ
fis-5493	160	2	the	the	DET
fis-5493	160	3	load	load	NOUN
fis-5493	160	4	in	in	ADP
fis-5493	160	5	the	the	DET
fis-5493	160	6	experiment	experiment	NOUN
fis-5493	160	7	was	be	AUX
fis-5493	160	8	applied	apply	VERB
fis-5493	160	9	to	to	ADP
fis-5493	160	10	the	the	DET
fis-5493	160	11	tension	tension	NOUN
fis-5493	160	12	flange	flange	NOUN
fis-5493	160	13	,	,	PUNCT
fis-5493	160	14	the	the	DET
fis-5493	160	15	length	length	NOUN
fis-5493	160	16	of	of	ADP
fis-5493	160	17	the	the	DET
fis-5493	160	18	bearing	bearing	NOUN
fis-5493	160	19	is	be	AUX
fis-5493	160	20	assumed	assume	VERB
fis-5493	160	21	to	to	PART
fis-5493	160	22	be	be	AUX
fis-5493	160	23	zero	zero	NUM
fis-5493	160	24	here	here	ADV
fis-5493	160	25	.	.	PUNCT
fis-5493	161	1	it	it	PRON
fis-5493	161	2	should	should	AUX
fis-5493	161	3	be	be	AUX
fis-5493	161	4	noted	note	VERB
fis-5493	161	5	that	that	SCONJ
fis-5493	161	6	by	by	ADP
fis-5493	161	7	setting	set	VERB
fis-5493	161	8	the	the	DET
fis-5493	161	9	bearing	bearing	NOUN
fis-5493	161	10	length	length	NOUN
fis-5493	161	11	to	to	ADP
fis-5493	161	12	zero	zero	NUM
fis-5493	161	13	,	,	PUNCT
fis-5493	161	14	the	the	DET
fis-5493	161	15	value	value	NOUN
fis-5493	161	16	obtained	obtain	VERB
fis-5493	161	17	by	by	ADP
fis-5493	161	18	eqn	eqn	NOUN
fis-5493	161	19	.	.	PUNCT
fis-5493	162	1	(	(	PUNCT
fis-5493	162	2	1	1	X
fis-5493	162	3	)	)	PUNCT
fis-5493	162	4	becomes	become	VERB
fis-5493	162	5	independent	independent	ADJ
fis-5493	162	6	of	of	ADP
fis-5493	162	7	web	web	NOUN
fis-5493	162	8	height	height	NOUN
fis-5493	162	9	.	.	PUNCT
fis-5493	163	1	so	so	ADV
fis-5493	163	2	,	,	PUNCT
fis-5493	163	3	the	the	DET
fis-5493	163	4	calculated	calculated	ADJ
fis-5493	163	5	web	web	NOUN
fis-5493	163	6	buckling	buckling	NOUN
fis-5493	163	7	load	load	NOUN
fis-5493	163	8	will	will	AUX
fis-5493	163	9	be	be	AUX
fis-5493	163	10	the	the	DET
fis-5493	163	11	same	same	ADJ
fis-5493	163	12	for	for	ADP
fis-5493	163	13	the	the	DET
fis-5493	163	14	two	two	NUM
fis-5493	163	15	samples	sample	NOUN
fis-5493	163	16	.	.	PUNCT
fis-5493	164	1	however	however	ADV
fis-5493	164	2	,	,	PUNCT
fis-5493	164	3	the	the	DET
fis-5493	164	4	buckling	buckle	VERB
fis-5493	164	5	moment	moment	NOUN
fis-5493	164	6	will	will	AUX
fis-5493	164	7	differ	differ	VERB
fis-5493	164	8	for	for	ADP
fis-5493	164	9	the	the	DET
fis-5493	164	10	two	two	NUM
fis-5493	164	11	specimens	specimen	NOUN
fis-5493	164	12	due	due	ADP
fis-5493	164	13	to	to	ADP
fis-5493	164	14	the	the	DET
fis-5493	164	15	difference	difference	NOUN
fis-5493	164	16	in	in	ADP
fis-5493	164	17	span	span	NOUN
fis-5493	164	18	and	and	CCONJ
fis-5493	164	19	loading	loading	NOUN
fis-5493	164	20	position	position	NOUN
fis-5493	164	21	.	.	PUNCT
fis-5493	165	1	for	for	ADP
fis-5493	165	2	the	the	DET
fis-5493	165	3	eurocode	eurocode	NOUN
fis-5493	165	4	3	3	NUM
fis-5493	165	5	,	,	PUNCT
fis-5493	165	6	design	design	NOUN
fis-5493	165	7	resistance	resistance	NOUN
fis-5493	165	8	to	to	ADP
fis-5493	165	9	local	local	ADJ
fis-5493	165	10	buckling	buckling	NOUN
fis-5493	165	11	under	under	ADP
fis-5493	165	12	transverse	transverse	NOUN
fis-5493	165	13	force	force	NOUN
fis-5493	165	14	should	should	AUX
fis-5493	165	15	be	be	AUX
fis-5493	165	16	calculated	calculate	VERB
fis-5493	165	17	from	from	ADP
fis-5493	165	18	:	:	PUNCT
fis-5493	165	19	1	1	NUM
fis-5493	165	20	yw	yw	NOUN
fis-5493	165	21	eff	eff	PROPN
fis-5493	165	22	w	w	PROPN
fis-5493	165	23	rd	rd	PROPN
fis-5493	165	24	m	m	PROPN
fis-5493	165	25	f	f	PROPN
fis-5493	165	26	l	l	NOUN
fis-5493	165	27	t	t	NOUN
fis-5493	165	28	f	f	PROPN
fis-5493	165	29			NUM
fis-5493	165	30			NUM
fis-5493	165	31	(	(	PUNCT
fis-5493	165	32	2	2	NUM
fis-5493	165	33	)	)	PUNCT
fis-5493	165	34	where	where	SCONJ
fis-5493	165	35	effl	effl	PROPN
fis-5493	165	36	is	be	AUX
fis-5493	165	37	the	the	DET
fis-5493	165	38	effective	effective	ADJ
fis-5493	165	39	length	length	NOUN
fis-5493	165	40	for	for	ADP
fis-5493	165	41	resistance	resistance	NOUN
fis-5493	165	42	to	to	ADP
fis-5493	165	43	transverse	transverse	NOUN
fis-5493	165	44	forces	force	NOUN
fis-5493	165	45	,	,	PUNCT
fis-5493	165	46	and	and	CCONJ
fis-5493	165	47	1m	1m	NUM
fis-5493	165	48	is	be	AUX
fis-5493	165	49	a	a	DET
fis-5493	165	50	safety	safety	NOUN
fis-5493	165	51	factor	factor	NOUN
fis-5493	165	52	,	,	PUNCT
fis-5493	165	53	taken	take	VERB
fis-5493	165	54	as	as	ADP
fis-5493	165	55	1	1	NUM
fis-5493	165	56	here	here	ADV
fis-5493	165	57	.	.	PUNCT
fis-5493	166	1	a	a	DET
fis-5493	166	2	good	good	ADJ
fis-5493	166	3	agreement	agreement	NOUN
fis-5493	166	4	is	be	AUX
fis-5493	166	5	noticed	notice	VERB
fis-5493	166	6	between	between	ADP
fis-5493	166	7	experimental	experimental	ADJ
fis-5493	166	8	and	and	CCONJ
fis-5493	166	9	numerical	numerical	ADJ
fis-5493	166	10	buckling	buckling	NOUN
fis-5493	166	11	moments	moment	NOUN
fis-5493	166	12	for	for	ADP
fis-5493	166	13	the	the	DET
fis-5493	166	14	girders	girder	NOUN
fis-5493	166	15	.	.	PUNCT
fis-5493	167	1	as	as	SCONJ
fis-5493	167	2	shown	show	VERB
fis-5493	167	3	in	in	ADP
fis-5493	167	4	fig	fig	NOUN
fis-5493	167	5	.	.	PUNCT
fis-5493	168	1	4	4	NUM
fis-5493	168	2	,	,	PUNCT
fis-5493	168	3	the	the	DET
fis-5493	168	4	a.	a.	NOUN
fis-5493	168	5	m.	m.	NOUN
fis-5493	168	6	almastri	almastri	PROPN
fis-5493	168	7	et	et	PROPN
fis-5493	168	8	alii	alii	PROPN
fis-5493	168	9	,	,	PUNCT
fis-5493	168	10	fracture	fracture	ADJ
fis-5493	168	11	and	and	CCONJ
fis-5493	168	12	structural	structural	ADJ
fis-5493	168	13	integrity	integrity	NOUN
fis-5493	168	14	,	,	PUNCT
fis-5493	168	15	74	74	NUM
fis-5493	168	16	(	(	PUNCT
fis-5493	168	17	2025	2025	NUM
fis-5493	168	18	)	)	PUNCT
fis-5493	168	19	342	342	NUM
fis-5493	168	20	-	-	SYM
fis-5493	168	21	357	357	NUM
fis-5493	168	22	;	;	PUNCT
fis-5493	168	23	doi	doi	NOUN
fis-5493	168	24	:	:	PUNCT
fis-5493	168	25	10.3221	10.3221	NUM
fis-5493	168	26	/	/	SYM
fis-5493	168	27	igf	igf	PROPN
fis-5493	168	28	-	-	PUNCT
fis-5493	168	29	esis.74.21	esis.74.21	ADJ
fis-5493	168	30	347	347	NUM
fis-5493	168	31	buckling	buckling	NOUN
fis-5493	168	32	moments	moment	NOUN
fis-5493	168	33	obtained	obtain	VERB
fis-5493	168	34	by	by	ADP
fis-5493	168	35	the	the	DET
fis-5493	168	36	finite	finite	PROPN
fis-5493	168	37	element	element	NOUN
fis-5493	168	38	method	method	NOUN
fis-5493	168	39	for	for	ADP
fis-5493	168	40	the	the	DET
fis-5493	168	41	two	two	NUM
fis-5493	168	42	samples	sample	NOUN
fis-5493	168	43	were	be	AUX
fis-5493	168	44	681	681	NUM
fis-5493	168	45	and	and	CCONJ
fis-5493	168	46	702	702	NUM
fis-5493	168	47	,	,	PUNCT
fis-5493	168	48	around	around	ADV
fis-5493	168	49	12	12	NUM
fis-5493	168	50	%	%	NOUN
fis-5493	168	51	and	and	CCONJ
fis-5493	168	52	9	9	NUM
fis-5493	168	53	%	%	NOUN
fis-5493	168	54	higher	high	ADJ
fis-5493	168	55	than	than	ADP
fis-5493	168	56	the	the	DET
fis-5493	168	57	experimental	experimental	ADJ
fis-5493	168	58	results	result	NOUN
fis-5493	168	59	.	.	PUNCT
fis-5493	169	1	the	the	DET
fis-5493	169	2	finite	finite	PROPN
fis-5493	169	3	element	element	NOUN
fis-5493	169	4	analysis	analysis	NOUN
fis-5493	169	5	was	be	AUX
fis-5493	169	6	linear	linear	ADJ
fis-5493	169	7	,	,	PUNCT
fis-5493	169	8	with	with	ADP
fis-5493	169	9	no	no	DET
fis-5493	169	10	consideration	consideration	NOUN
fis-5493	169	11	for	for	ADP
fis-5493	169	12	residual	residual	ADJ
fis-5493	169	13	stresses	stress	NOUN
fis-5493	169	14	or	or	CCONJ
fis-5493	169	15	initial	initial	ADJ
fis-5493	169	16	imperfections	imperfection	NOUN
fis-5493	169	17	,	,	PUNCT
fis-5493	169	18	so	so	SCONJ
fis-5493	169	19	the	the	DET
fis-5493	169	20	simulation	simulation	NOUN
fis-5493	169	21	is	be	AUX
fis-5493	169	22	considered	consider	VERB
fis-5493	169	23	acceptable	acceptable	ADJ
fis-5493	169	24	for	for	ADP
fis-5493	169	25	such	such	DET
fis-5493	169	26	a	a	DET
fis-5493	169	27	problem	problem	NOUN
fis-5493	169	28	.	.	PUNCT
fis-5493	170	1	the	the	DET
fis-5493	170	2	aisc-360	aisc-360	ADJ
fis-5493	170	3	formula	formula	NOUN
fis-5493	170	4	results	result	NOUN
fis-5493	170	5	in	in	ADP
fis-5493	170	6	a	a	DET
fis-5493	170	7	buckling	buckle	VERB
fis-5493	170	8	moment	moment	NOUN
fis-5493	170	9	of	of	ADP
fis-5493	170	10	610	610	NUM
fis-5493	170	11	kn.m	kn.m	NOUN
fis-5493	170	12	for	for	ADP
fis-5493	170	13	the	the	DET
fis-5493	170	14	ws-12	ws-12	NOUN
fis-5493	170	15	-	-	PUNCT
fis-5493	170	16	n	n	PRON
fis-5493	170	17	sample	sample	NOUN
fis-5493	170	18	,	,	PUNCT
fis-5493	170	19	which	which	PRON
fis-5493	170	20	is	be	AUX
fis-5493	170	21	very	very	ADV
fis-5493	170	22	close	close	ADJ
fis-5493	170	23	to	to	ADP
fis-5493	170	24	the	the	DET
fis-5493	170	25	experimental	experimental	ADJ
fis-5493	170	26	result	result	NOUN
fis-5493	170	27	.	.	PUNCT
fis-5493	171	1	however	however	ADV
fis-5493	171	2	,	,	PUNCT
fis-5493	171	3	it	it	PRON
fis-5493	171	4	calculated	calculate	VERB
fis-5493	171	5	the	the	DET
fis-5493	171	6	buckling	buckle	VERB
fis-5493	171	7	moment	moment	NOUN
fis-5493	171	8	to	to	PART
fis-5493	171	9	be	be	AUX
fis-5493	171	10	703	703	NUM
fis-5493	171	11	kn.m	kn.m	NOUN
fis-5493	171	12	for	for	ADP
fis-5493	171	13	the	the	DET
fis-5493	171	14	ws-13	ws-13	NUM
fis-5493	171	15	-	-	PUNCT
fis-5493	171	16	n	n	NOUN
fis-5493	171	17	sample	sample	NOUN
fis-5493	171	18	,	,	PUNCT
fis-5493	171	19	which	which	PRON
fis-5493	171	20	is	be	AUX
fis-5493	171	21	about	about	ADV
fis-5493	171	22	9	9	NUM
fis-5493	171	23	%	%	NOUN
fis-5493	171	24	higher	high	ADJ
fis-5493	171	25	than	than	ADP
fis-5493	171	26	the	the	DET
fis-5493	171	27	experimental	experimental	ADJ
fis-5493	171	28	result	result	NOUN
fis-5493	171	29	,	,	PUNCT
fis-5493	171	30	coinciding	coincide	VERB
fis-5493	171	31	with	with	ADP
fis-5493	171	32	the	the	DET
fis-5493	171	33	finite	finite	PROPN
fis-5493	171	34	element	element	NOUN
fis-5493	171	35	method	method	NOUN
fis-5493	171	36	result	result	NOUN
fis-5493	171	37	.	.	PUNCT
fis-5493	172	1	conversely	conversely	ADV
fis-5493	172	2	,	,	PUNCT
fis-5493	172	3	the	the	DET
fis-5493	172	4	eurocode	eurocode	NOUN
fis-5493	172	5	3	3	NUM
fis-5493	172	6	underestimated	underestimate	VERB
fis-5493	172	7	the	the	DET
fis-5493	172	8	buckling	buckle	VERB
fis-5493	172	9	moments	moment	NOUN
fis-5493	172	10	of	of	ADP
fis-5493	172	11	the	the	DET
fis-5493	172	12	two	two	NUM
fis-5493	172	13	samples	sample	NOUN
fis-5493	172	14	considerably	considerably	ADV
fis-5493	172	15	,	,	PUNCT
fis-5493	172	16	at	at	ADP
fis-5493	172	17	439	439	NUM
fis-5493	172	18	kn.m	kn.m	NOUN
fis-5493	172	19	and	and	CCONJ
fis-5493	172	20	500	500	NUM
fis-5493	172	21	kn.m	kn.m	NOUN
fis-5493	172	22	,	,	PUNCT
fis-5493	172	23	which	which	PRON
fis-5493	172	24	is	be	AUX
fis-5493	172	25	about	about	ADV
fis-5493	172	26	72	72	NUM
fis-5493	172	27	%	%	NOUN
fis-5493	172	28	and	and	CCONJ
fis-5493	172	29	78	78	NUM
fis-5493	172	30	%	%	NOUN
fis-5493	172	31	of	of	ADP
fis-5493	172	32	the	the	DET
fis-5493	172	33	experimental	experimental	ADJ
fis-5493	172	34	strength	strength	NOUN
fis-5493	172	35	,	,	PUNCT
fis-5493	172	36	respectively	respectively	ADV
fis-5493	172	37	.	.	PUNCT
fis-5493	173	1	figure	figure	VERB
fis-5493	173	2	4	4	NUM
fis-5493	173	3	:	:	PUNCT
fis-5493	173	4	comparison	comparison	NOUN
fis-5493	173	5	of	of	ADP
fis-5493	173	6	buckling	buckle	VERB
fis-5493	173	7	moment	moment	NOUN
fis-5493	173	8	values	value	NOUN
fis-5493	173	9	.	.	PUNCT
fis-5493	174	1	case	case	NOUN
fis-5493	174	2	study	study	NOUN
fis-5493	174	3	n	n	NUM
fis-5493	174	4	july	july	PROPN
fis-5493	174	5	12	12	NUM
fis-5493	174	6	,	,	PUNCT
fis-5493	174	7	2023	2023	NUM
fis-5493	174	8	,	,	PUNCT
fis-5493	174	9	a	a	DET
fis-5493	174	10	failure	failure	NOUN
fis-5493	174	11	incident	incident	NOUN
fis-5493	174	12	occurred	occur	VERB
fis-5493	174	13	on	on	ADP
fis-5493	174	14	the	the	DET
fis-5493	174	15	albany	albany	PROPN
fis-5493	174	16	county	county	PROPN
fis-5493	174	17	rail	rail	NOUN
fis-5493	174	18	trail	trail	NOUN
fis-5493	174	19	's	's	PART
fis-5493	174	20	new	new	ADJ
fis-5493	174	21	bridge	bridge	NOUN
fis-5493	174	22	in	in	ADP
fis-5493	174	23	slingerlands	slingerland	NOUN
fis-5493	174	24	,	,	PUNCT
fis-5493	174	25	new	new	PROPN
fis-5493	174	26	york	york	PROPN
fis-5493	175	1	[	[	X
fis-5493	175	2	28	28	NUM
fis-5493	175	3	]	]	PUNCT
fis-5493	175	4	.	.	PUNCT
fis-5493	176	1	the	the	DET
fis-5493	176	2	original	original	ADJ
fis-5493	176	3	bridge	bridge	NOUN
fis-5493	176	4	,	,	PUNCT
fis-5493	176	5	shown	show	VERB
fis-5493	176	6	in	in	ADP
fis-5493	176	7	fig	fig	NOUN
fis-5493	176	8	.	.	PUNCT
fis-5493	177	1	5a	5a	NUM
fis-5493	177	2	,	,	PUNCT
fis-5493	177	3	was	be	AUX
fis-5493	177	4	old	old	ADJ
fis-5493	177	5	and	and	CCONJ
fis-5493	177	6	struck	strike	VERB
fis-5493	177	7	multiple	multiple	ADJ
fis-5493	177	8	times	time	NOUN
fis-5493	177	9	by	by	ADP
fis-5493	177	10	vehicles	vehicle	NOUN
fis-5493	177	11	and	and	CCONJ
fis-5493	177	12	was	be	AUX
fis-5493	177	13	scheduled	schedule	VERB
fis-5493	177	14	to	to	PART
fis-5493	177	15	be	be	AUX
fis-5493	177	16	replaced	replace	VERB
fis-5493	177	17	with	with	ADP
fis-5493	177	18	a	a	DET
fis-5493	177	19	new	new	ADJ
fis-5493	177	20	,	,	PUNCT
fis-5493	177	21	higher	high	ADJ
fis-5493	177	22	clearance	clearance	NOUN
fis-5493	177	23	one	one	NUM
fis-5493	177	24	,	,	PUNCT
fis-5493	177	25	shown	show	VERB
fis-5493	177	26	in	in	ADP
fis-5493	177	27	fig	fig	NOUN
fis-5493	177	28	.	.	PUNCT
fis-5493	178	1	5b	5b	X
fis-5493	178	2	.	.	PUNCT
fis-5493	179	1	the	the	DET
fis-5493	179	2	new	new	ADJ
fis-5493	179	3	steel	steel	NOUN
fis-5493	179	4	bridge	bridge	NOUN
fis-5493	179	5	girders	girder	NOUN
fis-5493	179	6	buckled	buckle	VERB
fis-5493	179	7	during	during	ADP
fis-5493	179	8	construction	construction	NOUN
fis-5493	179	9	.	.	PUNCT
fis-5493	180	1	the	the	DET
fis-5493	180	2	sudden	sudden	ADJ
fis-5493	180	3	deformation	deformation	NOUN
fis-5493	180	4	in	in	ADP
fis-5493	180	5	the	the	DET
fis-5493	180	6	girders	girder	NOUN
fis-5493	180	7	occurred	occur	VERB
fis-5493	180	8	during	during	ADP
fis-5493	180	9	the	the	DET
fis-5493	180	10	casting	casting	NOUN
fis-5493	180	11	of	of	ADP
fis-5493	180	12	the	the	DET
fis-5493	180	13	concrete	concrete	ADJ
fis-5493	180	14	decking	decking	NOUN
fis-5493	180	15	.	.	PUNCT
fis-5493	181	1	the	the	DET
fis-5493	181	2	steel	steel	NOUN
fis-5493	181	3	began	begin	VERB
fis-5493	181	4	to	to	PART
fis-5493	181	5	hinge	hinge	VERB
fis-5493	181	6	,	,	PUNCT
fis-5493	181	7	and	and	CCONJ
fis-5493	181	8	the	the	DET
fis-5493	181	9	girders	girder	NOUN
fis-5493	181	10	collapsed	collapse	VERB
fis-5493	181	11	in	in	ADV
fis-5493	181	12	on	on	ADP
fis-5493	181	13	themselves	themselves	PRON
fis-5493	181	14	and	and	CCONJ
fis-5493	181	15	then	then	ADV
fis-5493	181	16	downward	downward	ADV
fis-5493	181	17	until	until	SCONJ
fis-5493	181	18	they	they	PRON
fis-5493	181	19	came	come	VERB
fis-5493	181	20	to	to	PART
fis-5493	181	21	rest	rest	VERB
fis-5493	181	22	on	on	ADP
fis-5493	181	23	the	the	DET
fis-5493	181	24	retaining	retain	VERB
fis-5493	181	25	walls	wall	NOUN
fis-5493	181	26	,	,	PUNCT
fis-5493	181	27	where	where	SCONJ
fis-5493	181	28	complete	complete	ADJ
fis-5493	181	29	collapse	collapse	NOUN
fis-5493	181	30	was	be	AUX
fis-5493	181	31	stopped	stop	VERB
fis-5493	181	32	,	,	PUNCT
fis-5493	181	33	as	as	SCONJ
fis-5493	181	34	shown	show	VERB
fis-5493	181	35	in	in	ADP
fis-5493	181	36	fig	fig	NOUN
fis-5493	181	37	.	.	PUNCT
fis-5493	182	1	5c	5c	NOUN
fis-5493	182	2	.	.	PUNCT
fis-5493	183	1	fortunately	fortunately	ADV
fis-5493	183	2	,	,	PUNCT
fis-5493	183	3	no	no	DET
fis-5493	183	4	casualties	casualty	NOUN
fis-5493	183	5	were	be	AUX
fis-5493	183	6	reported	report	VERB
fis-5493	183	7	.	.	PUNCT
fis-5493	184	1	(	(	PUNCT
fis-5493	184	2	a	a	X
fis-5493	184	3	)	)	PUNCT
fis-5493	184	4	(	(	PUNCT
fis-5493	184	5	b	b	X
fis-5493	184	6	)	)	PUNCT
fis-5493	184	7	o	o	NOUN
fis-5493	184	8	a.	a.	NOUN
fis-5493	184	9	m.	m.	NOUN
fis-5493	184	10	almastri	almastri	PROPN
fis-5493	184	11	et	et	PROPN
fis-5493	184	12	alii	alii	PROPN
fis-5493	184	13	,	,	PUNCT
fis-5493	184	14	fracture	fracture	ADJ
fis-5493	184	15	and	and	CCONJ
fis-5493	184	16	structural	structural	ADJ
fis-5493	184	17	integrity	integrity	NOUN
fis-5493	184	18	,	,	PUNCT
fis-5493	184	19	74	74	NUM
fis-5493	184	20	(	(	PUNCT
fis-5493	184	21	2025	2025	NUM
fis-5493	184	22	)	)	PUNCT
fis-5493	184	23	342	342	NUM
fis-5493	184	24	-	-	SYM
fis-5493	184	25	357	357	NUM
fis-5493	184	26	;	;	PUNCT
fis-5493	184	27	doi	doi	NOUN
fis-5493	184	28	:	:	PUNCT
fis-5493	184	29	10.3221	10.3221	NUM
fis-5493	184	30	/	/	SYM
fis-5493	184	31	igf	igf	PROPN
fis-5493	184	32	-	-	ADJ
fis-5493	184	33	esis.74.21	esis.74.21	PROPN
fis-5493	184	34	348	348	NUM
fis-5493	184	35	(	(	PUNCT
fis-5493	184	36	c	c	NOUN
fis-5493	184	37	)	)	PUNCT
fis-5493	184	38	figure	figure	NOUN
fis-5493	184	39	5	5	NUM
fis-5493	184	40	:	:	PUNCT
fis-5493	184	41	(	(	PUNCT
fis-5493	184	42	a	a	X
fis-5493	184	43	)	)	PUNCT
fis-5493	184	44	the	the	DET
fis-5493	184	45	old	old	ADJ
fis-5493	184	46	replaced	replaced	ADJ
fis-5493	184	47	bridge	bridge	NOUN
fis-5493	184	48	,	,	PUNCT
fis-5493	184	49	(	(	PUNCT
fis-5493	184	50	b	b	X
fis-5493	184	51	)	)	PUNCT
fis-5493	184	52	the	the	DET
fis-5493	184	53	new	new	ADJ
fis-5493	184	54	girder	girder	NOUN
fis-5493	184	55	before	before	ADP
fis-5493	184	56	installation	installation	NOUN
fis-5493	184	57	,	,	PUNCT
fis-5493	184	58	and	and	CCONJ
fis-5493	184	59	(	(	PUNCT
fis-5493	184	60	c	c	X
fis-5493	184	61	)	)	PUNCT
fis-5493	184	62	the	the	DET
fis-5493	184	63	new	new	ADJ
fis-5493	184	64	bridge	bridge	NOUN
fis-5493	184	65	showing	show	VERB
fis-5493	184	66	the	the	DET
fis-5493	184	67	buckled	buckled	ADJ
fis-5493	184	68	zone	zone	NOUN
fis-5493	184	69	during	during	ADP
fis-5493	184	70	construction	construction	NOUN
fis-5493	184	71	.	.	PUNCT
fis-5493	185	1	according	accord	VERB
fis-5493	185	2	to	to	ADP
fis-5493	185	3	a	a	DET
fis-5493	185	4	report	report	NOUN
fis-5493	185	5	albany	albany	PROPN
fis-5493	185	6	county	county	NOUN
fis-5493	185	7	commissioned	commission	VERB
fis-5493	185	8	[	[	PUNCT
fis-5493	185	9	29	29	NUM
fis-5493	185	10	]	]	PUNCT
fis-5493	185	11	,	,	PUNCT
fis-5493	185	12	a	a	DET
fis-5493	185	13	design	design	NOUN
fis-5493	185	14	flaw	flaw	NOUN
fis-5493	185	15	led	lead	VERB
fis-5493	185	16	to	to	ADP
fis-5493	185	17	the	the	DET
fis-5493	185	18	buckling	buckling	NOUN
fis-5493	185	19	of	of	ADP
fis-5493	185	20	the	the	DET
fis-5493	185	21	bridge	bridge	NOUN
fis-5493	185	22	girders	girder	NOUN
fis-5493	185	23	.	.	PUNCT
fis-5493	186	1	the	the	DET
fis-5493	186	2	old	old	ADJ
fis-5493	186	3	bridge	bridge	NOUN
fis-5493	186	4	was	be	AUX
fis-5493	186	5	constructed	construct	VERB
fis-5493	186	6	with	with	ADP
fis-5493	186	7	three	three	NUM
fis-5493	186	8	separate	separate	ADJ
fis-5493	186	9	spans	span	NOUN
fis-5493	186	10	,	,	PUNCT
fis-5493	186	11	with	with	ADP
fis-5493	186	12	the	the	DET
fis-5493	186	13	middle	middle	ADJ
fis-5493	186	14	span	span	NOUN
fis-5493	186	15	being	be	AUX
fis-5493	186	16	deeper	deep	ADJ
fis-5493	186	17	than	than	ADP
fis-5493	186	18	the	the	DET
fis-5493	186	19	two	two	NUM
fis-5493	186	20	neighboring	neighboring	ADJ
fis-5493	186	21	spans	span	NOUN
fis-5493	186	22	,	,	PUNCT
fis-5493	186	23	as	as	SCONJ
fis-5493	186	24	shown	show	VERB
fis-5493	186	25	in	in	ADP
fis-5493	186	26	fig	fig	NOUN
fis-5493	186	27	.	.	PUNCT
fis-5493	187	1	5a	5a	NUM
fis-5493	187	2	.	.	PUNCT
fis-5493	188	1	the	the	DET
fis-5493	188	2	new	new	ADJ
fis-5493	188	3	bridge	bridge	NOUN
fis-5493	188	4	was	be	AUX
fis-5493	188	5	designed	design	VERB
fis-5493	188	6	to	to	PART
fis-5493	188	7	mimic	mimic	VERB
fis-5493	188	8	the	the	DET
fis-5493	188	9	old	old	ADJ
fis-5493	188	10	bridge	bridge	NOUN
fis-5493	188	11	,	,	PUNCT
fis-5493	188	12	so	so	SCONJ
fis-5493	188	13	each	each	PRON
fis-5493	188	14	of	of	ADP
fis-5493	188	15	the	the	DET
fis-5493	188	16	two	two	NUM
fis-5493	188	17	girders	girder	NOUN
fis-5493	188	18	that	that	PRON
fis-5493	188	19	supported	support	VERB
fis-5493	188	20	the	the	DET
fis-5493	188	21	bridge	bridge	NOUN
fis-5493	188	22	’s	’s	PART
fis-5493	188	23	span	span	NOUN
fis-5493	188	24	had	have	VERB
fis-5493	188	25	two	two	NUM
fis-5493	188	26	locations	location	NOUN
fis-5493	188	27	where	where	SCONJ
fis-5493	188	28	the	the	DET
fis-5493	188	29	top	top	ADJ
fis-5493	188	30	flange	flange	NOUN
fis-5493	188	31	of	of	ADP
fis-5493	188	32	the	the	DET
fis-5493	188	33	girder	girder	NOUN
fis-5493	188	34	transitioned	transition	VERB
fis-5493	188	35	from	from	ADP
fis-5493	188	36	deeper	deep	ADJ
fis-5493	188	37	to	to	PART
fis-5493	188	38	shallower	shallower	VERB
fis-5493	188	39	sections	section	NOUN
fis-5493	188	40	.	.	PUNCT
fis-5493	189	1	that	that	DET
fis-5493	189	2	transition	transition	NOUN
fis-5493	189	3	was	be	AUX
fis-5493	189	4	abrupt	abrupt	ADJ
fis-5493	189	5	,	,	PUNCT
fis-5493	189	6	in	in	ADP
fis-5493	189	7	a	a	DET
fis-5493	189	8	“	"	PUNCT
fis-5493	189	9	step	step	NOUN
fis-5493	189	10	”	"	PUNCT
fis-5493	189	11	configuration	configuration	NOUN
fis-5493	189	12	from	from	ADP
fis-5493	189	13	horizontal	horizontal	ADJ
fis-5493	189	14	to	to	PART
fis-5493	189	15	vertical	vertical	ADJ
fis-5493	189	16	.	.	PUNCT
fis-5493	190	1	this	this	DET
fis-5493	190	2	type	type	NOUN
fis-5493	190	3	of	of	ADP
fis-5493	190	4	girder	girder	NOUN
fis-5493	190	5	transition	transition	NOUN
fis-5493	190	6	in	in	ADP
fis-5493	190	7	depth	depth	NOUN
fis-5493	190	8	is	be	AUX
fis-5493	190	9	usually	usually	ADV
fis-5493	190	10	performed	perform	VERB
fis-5493	190	11	gradually	gradually	ADV
fis-5493	190	12	over	over	ADP
fis-5493	190	13	a	a	DET
fis-5493	190	14	longer	long	ADJ
fis-5493	190	15	length	length	NOUN
fis-5493	190	16	,	,	PUNCT
fis-5493	190	17	and	and	CCONJ
fis-5493	190	18	not	not	PART
fis-5493	190	19	abruptly	abruptly	ADV
fis-5493	190	20	as	as	ADP
fis-5493	190	21	a	a	DET
fis-5493	190	22	step	step	NOUN
fis-5493	190	23	.	.	PUNCT
fis-5493	191	1	such	such	DET
fis-5493	191	2	a	a	DET
fis-5493	191	3	step	step	NOUN
fis-5493	191	4	resulted	result	VERB
fis-5493	191	5	in	in	ADP
fis-5493	191	6	a	a	DET
fis-5493	191	7	concentration	concentration	NOUN
fis-5493	191	8	of	of	ADP
fis-5493	191	9	stress	stress	NOUN
fis-5493	191	10	in	in	ADP
fis-5493	191	11	the	the	DET
fis-5493	191	12	girder	girder	NOUN
fis-5493	191	13	’s	’s	PART
fis-5493	191	14	web	web	NOUN
fis-5493	191	15	.	.	PUNCT
fis-5493	192	1	in	in	ADP
fis-5493	192	2	addition	addition	NOUN
fis-5493	192	3	,	,	PUNCT
fis-5493	192	4	unlike	unlike	ADP
fis-5493	192	5	the	the	DET
fis-5493	192	6	original	original	ADJ
fis-5493	192	7	bridge	bridge	NOUN
fis-5493	192	8	design	design	NOUN
fis-5493	192	9	,	,	PUNCT
fis-5493	192	10	the	the	DET
fis-5493	192	11	new	new	ADJ
fis-5493	192	12	bridge	bridge	NOUN
fis-5493	192	13	design	design	NOUN
fis-5493	192	14	did	do	AUX
fis-5493	192	15	not	not	PART
fis-5493	192	16	include	include	VERB
fis-5493	192	17	a	a	DET
fis-5493	192	18	support	support	NOUN
fis-5493	192	19	under	under	ADP
fis-5493	192	20	this	this	DET
fis-5493	192	21	abrupt	abrupt	ADJ
fis-5493	192	22	section	section	NOUN
fis-5493	192	23	transition	transition	NOUN
fis-5493	192	24	.	.	PUNCT
fis-5493	193	1	it	it	PRON
fis-5493	193	2	did	do	AUX
fis-5493	193	3	not	not	PART
fis-5493	193	4	appear	appear	VERB
fis-5493	193	5	that	that	SCONJ
fis-5493	193	6	the	the	DET
fis-5493	193	7	construction	construction	NOUN
fis-5493	193	8	means	mean	VERB
fis-5493	193	9	and	and	CCONJ
fis-5493	193	10	methods	method	NOUN
fis-5493	193	11	were	be	AUX
fis-5493	193	12	the	the	DET
fis-5493	193	13	cause	cause	NOUN
fis-5493	193	14	of	of	ADP
fis-5493	193	15	the	the	DET
fis-5493	193	16	collapse	collapse	NOUN
fis-5493	193	17	.	.	PUNCT
fis-5493	194	1	the	the	DET
fis-5493	194	2	girder	girder	NOUN
fis-5493	194	3	section	section	NOUN
fis-5493	194	4	is	be	AUX
fis-5493	194	5	shown	show	VERB
fis-5493	194	6	in	in	ADP
fis-5493	194	7	fig	fig	NOUN
fis-5493	194	8	.	.	PUNCT
fis-5493	195	1	5b	5b	X
fis-5493	195	2	.	.	PUNCT
fis-5493	196	1	the	the	DET
fis-5493	196	2	new	new	ADJ
fis-5493	196	3	bridge	bridge	NOUN
fis-5493	196	4	’s	’s	PART
fis-5493	196	5	total	total	ADJ
fis-5493	196	6	span	span	NOUN
fis-5493	196	7	is	be	AUX
fis-5493	196	8	about	about	ADV
fis-5493	196	9	41.9	41.9	NUM
fis-5493	196	10	m	m	NOUN
fis-5493	196	11	,	,	PUNCT
fis-5493	196	12	with	with	ADP
fis-5493	196	13	the	the	DET
fis-5493	196	14	middle	middle	ADJ
fis-5493	196	15	deeper	deep	ADJ
fis-5493	196	16	section	section	NOUN
fis-5493	196	17	length	length	NOUN
fis-5493	196	18	of	of	ADP
fis-5493	196	19	about	about	ADV
fis-5493	196	20	21	21	NUM
fis-5493	196	21	m.	m.	NOUN
fis-5493	196	22	the	the	DET
fis-5493	196	23	bridge	bridge	NOUN
fis-5493	196	24	width	width	NOUN
fis-5493	196	25	is	be	AUX
fis-5493	196	26	about	about	ADV
fis-5493	196	27	4.5	4.5	NUM
fis-5493	196	28	m.	m.	NOUN
fis-5493	196	29	the	the	DET
fis-5493	196	30	deeper	deep	ADJ
fis-5493	196	31	section	section	NOUN
fis-5493	196	32	depth	depth	NOUN
fis-5493	196	33	is	be	AUX
fis-5493	196	34	about	about	ADV
fis-5493	196	35	1630	1630	NUM
fis-5493	196	36	mm	mm	NOUN
fis-5493	196	37	,	,	PUNCT
fis-5493	196	38	while	while	SCONJ
fis-5493	196	39	the	the	DET
fis-5493	196	40	shallower	shallower	NOUN
fis-5493	196	41	section	section	NOUN
fis-5493	196	42	depth	depth	NOUN
fis-5493	196	43	is	be	AUX
fis-5493	196	44	about	about	ADV
fis-5493	196	45	1085	1085	NUM
fis-5493	196	46	mm	mm	NOUN
fis-5493	196	47	,	,	PUNCT
fis-5493	196	48	estimated	estimate	VERB
fis-5493	196	49	from	from	ADP
fis-5493	196	50	the	the	DET
fis-5493	196	51	figures	figure	NOUN
fis-5493	196	52	'	'	PART
fis-5493	196	53	scaling	scaling	NOUN
fis-5493	196	54	.	.	PUNCT
fis-5493	197	1	it	it	PRON
fis-5493	197	2	means	mean	VERB
fis-5493	197	3	that	that	SCONJ
fis-5493	197	4	the	the	DET
fis-5493	197	5	shallower	shallower	NOUN
fis-5493	197	6	section	section	NOUN
fis-5493	197	7	depth	depth	NOUN
fis-5493	197	8	is	be	AUX
fis-5493	197	9	about	about	ADV
fis-5493	197	10	two	two	NUM
fis-5493	197	11	-	-	PUNCT
fis-5493	197	12	thirds	third	NOUN
fis-5493	197	13	of	of	ADP
fis-5493	197	14	the	the	DET
fis-5493	197	15	deeper	deep	ADJ
fis-5493	197	16	section	section	NOUN
fis-5493	197	17	depth	depth	NOUN
fis-5493	197	18	.	.	PUNCT
fis-5493	198	1	the	the	DET
fis-5493	198	2	flange	flange	NOUN
fis-5493	198	3	thickness	thickness	NOUN
fis-5493	198	4	is	be	AUX
fis-5493	198	5	about	about	ADV
fis-5493	198	6	43	43	NUM
fis-5493	198	7	mm	mm	NOUN
fis-5493	198	8	,	,	PUNCT
fis-5493	198	9	and	and	CCONJ
fis-5493	198	10	the	the	DET
fis-5493	198	11	web	web	NOUN
fis-5493	198	12	thickness	thickness	NOUN
fis-5493	198	13	is	be	AUX
fis-5493	198	14	about	about	ADV
fis-5493	198	15	10	10	NUM
fis-5493	198	16	mm	mm	NOUN
fis-5493	198	17	.	.	PUNCT
fis-5493	199	1	the	the	DET
fis-5493	199	2	steel	steel	NOUN
fis-5493	199	3	grade	grade	NOUN
fis-5493	199	4	is	be	AUX
fis-5493	199	5	unknown	unknown	ADJ
fis-5493	199	6	,	,	PUNCT
fis-5493	199	7	so	so	CCONJ
fis-5493	199	8	it	it	PRON
fis-5493	199	9	is	be	AUX
fis-5493	199	10	assumed	assume	VERB
fis-5493	199	11	to	to	PART
fis-5493	199	12	be	be	AUX
fis-5493	199	13	either	either	CCONJ
fis-5493	199	14	𝐹	𝐹	PROPN
fis-5493	199	15	=	=	SYM
fis-5493	199	16	250	250	NUM
fis-5493	199	17	mpa	mpa	NOUN
fis-5493	199	18	or	or	CCONJ
fis-5493	199	19	𝐹	𝐹	PROPN
fis-5493	199	20	=	=	NOUN
fis-5493	199	21	350	350	NUM
fis-5493	199	22	mpa	mpa	NOUN
fis-5493	199	23	grade	grade	NOUN
fis-5493	199	24	.	.	PUNCT
fis-5493	200	1	this	this	PRON
fis-5493	200	2	means	mean	VERB
fis-5493	200	3	that	that	SCONJ
fis-5493	200	4	the	the	DET
fis-5493	200	5	slenderness	slenderness	NOUN
fis-5493	200	6	ratio	ratio	NOUN
fis-5493	200	7	for	for	ADP
fis-5493	200	8	the	the	DET
fis-5493	200	9	deeper	deep	ADJ
fis-5493	200	10	and	and	CCONJ
fis-5493	200	11	shallower	shallow	ADJ
fis-5493	200	12	sections	section	NOUN
fis-5493	200	13	of	of	ADP
fis-5493	200	14	the	the	DET
fis-5493	200	15	web	web	NOUN
fis-5493	200	16	is	be	AUX
fis-5493	200	17	about	about	ADV
fis-5493	200	18	154	154	NUM
fis-5493	200	19	and	and	CCONJ
fis-5493	200	20	100	100	NUM
fis-5493	200	21	,	,	PUNCT
fis-5493	200	22	respectively	respectively	ADV
fis-5493	200	23	.	.	PUNCT
fis-5493	201	1	this	this	PRON
fis-5493	201	2	is	be	AUX
fis-5493	201	3	classified	classify	VERB
fis-5493	201	4	as	as	ADP
fis-5493	201	5	slender	slender	NOUN
fis-5493	201	6	(	(	PUNCT
fis-5493	201	7	class	class	NOUN
fis-5493	201	8	4	4	NUM
fis-5493	201	9	)	)	PUNCT
fis-5493	201	10	for	for	ADP
fis-5493	201	11	deeper	deep	ADJ
fis-5493	201	12	section	section	NOUN
fis-5493	201	13	web	web	NOUN
fis-5493	201	14	,	,	PUNCT
fis-5493	201	15	and	and	CCONJ
fis-5493	201	16	semi	semi	ADJ
fis-5493	201	17	-	-	ADJ
fis-5493	201	18	compact	compact	ADJ
fis-5493	201	19	(	(	PUNCT
fis-5493	201	20	class	class	NOUN
fis-5493	201	21	3	3	NUM
fis-5493	201	22	)	)	PUNCT
fis-5493	201	23	for	for	ADP
fis-5493	201	24	shallower	shallower	NOUN
fis-5493	201	25	section	section	NOUN
fis-5493	201	26	web	web	NOUN
fis-5493	201	27	,	,	PUNCT
fis-5493	201	28	according	accord	VERB
fis-5493	201	29	to	to	PART
fis-5493	201	30	eurocode	eurocode	VERB
fis-5493	201	31	3	3	NUM
fis-5493	201	32	.	.	PUNCT
fis-5493	202	1	however	however	ADV
fis-5493	202	2	,	,	PUNCT
fis-5493	202	3	according	accord	VERB
fis-5493	202	4	to	to	ADP
fis-5493	202	5	aisc360	aisc360	PROPN
fis-5493	202	6	-	-	PUNCT
fis-5493	202	7	16	16	NUM
fis-5493	202	8	standards	standard	NOUN
fis-5493	202	9	,	,	PUNCT
fis-5493	202	10	the	the	DET
fis-5493	202	11	deeper	deep	ADJ
fis-5493	202	12	section	section	NOUN
fis-5493	202	13	web	web	NOUN
fis-5493	202	14	is	be	AUX
fis-5493	202	15	considered	consider	VERB
fis-5493	202	16	slender	slender	ADJ
fis-5493	202	17	if	if	SCONJ
fis-5493	202	18	𝐹	𝐹	PRON
fis-5493	202	19	was	be	AUX
fis-5493	202	20	350	350	NUM
fis-5493	202	21	mpa	mpa	NOUN
fis-5493	202	22	and	and	CCONJ
fis-5493	202	23	noncompact	noncompact	NOUN
fis-5493	202	24	if	if	SCONJ
fis-5493	202	25	𝐹	𝐹	PRON
fis-5493	202	26	was	be	AUX
fis-5493	202	27	250	250	NUM
fis-5493	202	28	mpa	mpa	NOUN
fis-5493	202	29	,	,	PUNCT
fis-5493	202	30	while	while	SCONJ
fis-5493	202	31	the	the	DET
fis-5493	202	32	shallower	shallower	NOUN
fis-5493	202	33	section	section	NOUN
fis-5493	202	34	web	web	NOUN
fis-5493	202	35	is	be	AUX
fis-5493	202	36	noncompact	noncompact	ADJ
fis-5493	202	37	if	if	SCONJ
fis-5493	202	38	𝐹	𝐹	PROPN
fis-5493	202	39	=	=	SYM
fis-5493	202	40	350	350	NUM
fis-5493	202	41	mpa	mpa	NOUN
fis-5493	202	42	and	and	CCONJ
fis-5493	202	43	compact	compact	ADJ
fis-5493	202	44	if	if	SCONJ
fis-5493	202	45	𝐹	𝐹	PROPN
fis-5493	202	46	=	=	NOUN
fis-5493	202	47	250	250	NUM
fis-5493	202	48	mpa	mpa	NOUN
fis-5493	202	49	.	.	PUNCT
fis-5493	203	1	it	it	PRON
fis-5493	203	2	is	be	AUX
fis-5493	203	3	illustrated	illustrate	VERB
fis-5493	203	4	in	in	ADP
fis-5493	203	5	tab	tab	NOUN
fis-5493	203	6	.	.	PUNCT
fis-5493	204	1	1	1	X
fis-5493	204	2	.	.	PUNCT
fis-5493	205	1	these	these	DET
fis-5493	205	2	estimations	estimation	NOUN
fis-5493	205	3	show	show	VERB
fis-5493	205	4	significant	significant	ADJ
fis-5493	205	5	differences	difference	NOUN
fis-5493	205	6	in	in	ADP
fis-5493	205	7	different	different	ADJ
fis-5493	205	8	codes	code	NOUN
fis-5493	205	9	when	when	SCONJ
fis-5493	205	10	classifying	classify	VERB
fis-5493	205	11	steel	steel	NOUN
fis-5493	205	12	elements	element	NOUN
fis-5493	205	13	.	.	PUNCT
fis-5493	206	1	section	section	NOUN
fis-5493	206	2	h	h	PROPN
fis-5493	206	3			PROPN
fis-5493	206	4	mm	mm	PROPN
fis-5493	206	5	wt	wt	NOUN
fis-5493	206	6			PROPN
fis-5493	206	7	mm	mm	PROPN
fis-5493	206	8	/	/	SYM
fis-5493	206	9	wh	wh	PROPN
fis-5493	206	10	t	t	PROPN
fis-5493	206	11	aisc360	aisc360	PROPN
fis-5493	206	12	eurocode	eurocode	PROPN
fis-5493	206	13	3	3	NUM
fis-5493	206	14	250yf	250yf	PROPN
fis-5493	206	15	mpa	mpa	PROPN
fis-5493	206	16	350yf	350yf	PROPN
fis-5493	207	1	mpa	mpa	PROPN
fis-5493	207	2	250yf	250yf	PROPN
fis-5493	207	3	mpa	mpa	PROPN
fis-5493	207	4	350yf	350yf	PROPN
fis-5493	207	5	mpa	mpa	VERB
fis-5493	207	6	deeper	deep	ADJ
fis-5493	207	7	section	section	NOUN
fis-5493	207	8	1544	1544	NUM
fis-5493	207	9	10	10	NUM
fis-5493	207	10	154	154	NUM
fis-5493	207	11	noncompact	noncompact	NOUN
fis-5493	207	12	slender	slender	NOUN
fis-5493	207	13	class	class	NOUN
fis-5493	207	14	4	4	NUM
fis-5493	207	15	slender	slender	NOUN
fis-5493	207	16	class	class	NOUN
fis-5493	207	17	4	4	NUM
fis-5493	207	18	slender	slender	NOUN
fis-5493	207	19	shallower	shallower	NOUN
fis-5493	207	20	section	section	PROPN
fis-5493	207	21	999	999	NUM
fis-5493	207	22	10	10	NUM
fis-5493	207	23	100	100	NUM
fis-5493	207	24	compact	compact	ADJ
fis-5493	207	25	noncompact	noncompact	NOUN
fis-5493	207	26	class	class	NOUN
fis-5493	207	27	3	3	NUM
fis-5493	207	28	semi	semi	ADJ
fis-5493	207	29	-	-	ADJ
fis-5493	207	30	compact	compact	ADJ
fis-5493	207	31	class	class	NOUN
fis-5493	207	32	3	3	NUM
fis-5493	207	33	semi	semi	ADJ
fis-5493	207	34	-	-	ADJ
fis-5493	207	35	compact	compact	ADJ
fis-5493	207	36	table	table	NOUN
fis-5493	207	37	1	1	NUM
fis-5493	207	38	:	:	PUNCT
fis-5493	207	39	classification	classification	NOUN
fis-5493	207	40	of	of	ADP
fis-5493	207	41	deeper	deep	ADJ
fis-5493	207	42	and	and	CCONJ
fis-5493	207	43	shallower	shallower	VERB
fis-5493	207	44	webs	webs	NOUN
fis-5493	207	45	of	of	ADP
fis-5493	207	46	girders	girder	NOUN
fis-5493	207	47	.	.	PUNCT
fis-5493	208	1	the	the	DET
fis-5493	208	2	steel	steel	NOUN
fis-5493	208	3	girder	girder	NOUN
fis-5493	208	4	is	be	AUX
fis-5493	208	5	simulated	simulate	VERB
fis-5493	208	6	using	use	VERB
fis-5493	208	7	the	the	DET
fis-5493	208	8	linear	linear	ADJ
fis-5493	208	9	finite	finite	PROPN
fis-5493	208	10	element	element	NOUN
fis-5493	208	11	method	method	NOUN
fis-5493	208	12	to	to	PART
fis-5493	208	13	find	find	VERB
fis-5493	208	14	the	the	DET
fis-5493	208	15	linear	linear	ADJ
fis-5493	208	16	eigenvalues	eigenvalue	NOUN
fis-5493	208	17	and	and	CCONJ
fis-5493	208	18	buckling	buckle	VERB
fis-5493	208	19	failure	failure	NOUN
fis-5493	208	20	load	load	NOUN
fis-5493	208	21	.	.	PUNCT
fis-5493	209	1	the	the	DET
fis-5493	209	2	girders	girder	NOUN
fis-5493	209	3	were	be	AUX
fis-5493	209	4	supported	support	VERB
fis-5493	209	5	on	on	ADP
fis-5493	209	6	the	the	DET
fis-5493	209	7	abutments	abutment	NOUN
fis-5493	209	8	.	.	PUNCT
fis-5493	210	1	stiffeners	stiffener	NOUN
fis-5493	210	2	with	with	ADP
fis-5493	210	3	a	a	DET
fis-5493	210	4	thickness	thickness	NOUN
fis-5493	210	5	equal	equal	ADJ
fis-5493	210	6	to	to	ADP
fis-5493	210	7	the	the	DET
fis-5493	210	8	web	web	NOUN
fis-5493	210	9	thickness	thickness	NOUN
fis-5493	210	10	were	be	AUX
fis-5493	210	11	used	use	VERB
fis-5493	210	12	.	.	PUNCT
fis-5493	211	1	lateral	lateral	ADJ
fis-5493	211	2	supports	support	NOUN
fis-5493	211	3	at	at	ADP
fis-5493	211	4	the	the	DET
fis-5493	211	5	lower	low	ADJ
fis-5493	211	6	part	part	NOUN
fis-5493	211	7	of	of	ADP
fis-5493	211	8	the	the	DET
fis-5493	211	9	web	web	NOUN
fis-5493	211	10	were	be	AUX
fis-5493	211	11	implemented	implement	VERB
fis-5493	211	12	to	to	PART
fis-5493	211	13	simulate	simulate	VERB
fis-5493	211	14	the	the	DET
fis-5493	211	15	effect	effect	NOUN
fis-5493	211	16	of	of	ADP
fis-5493	211	17	the	the	DET
fis-5493	211	18	steel	steel	NOUN
fis-5493	211	19	diaphragms	diaphragm	NOUN
fis-5493	211	20	used	use	VERB
fis-5493	211	21	in	in	ADP
fis-5493	211	22	the	the	DET
fis-5493	211	23	bridge	bridge	NOUN
fis-5493	211	24	.	.	PUNCT
fis-5493	212	1	distributed	distribute	VERB
fis-5493	212	2	load	load	NOUN
fis-5493	212	3	per	per	ADP
fis-5493	212	4	length	length	NOUN
fis-5493	212	5	was	be	AUX
fis-5493	212	6	applied	apply	VERB
fis-5493	212	7	to	to	ADP
fis-5493	212	8	the	the	DET
fis-5493	212	9	face	face	NOUN
fis-5493	212	10	of	of	ADP
fis-5493	212	11	the	the	DET
fis-5493	212	12	bottom	bottom	ADJ
fis-5493	212	13	flange	flange	NOUN
fis-5493	212	14	,	,	PUNCT
fis-5493	212	15	simulating	simulate	VERB
fis-5493	212	16	the	the	DET
fis-5493	212	17	weight	weight	NOUN
fis-5493	212	18	of	of	ADP
fis-5493	212	19	the	the	DET
fis-5493	212	20	slab	slab	NOUN
fis-5493	212	21	deck	deck	NOUN
fis-5493	212	22	.	.	PUNCT
fis-5493	213	1	as	as	SCONJ
fis-5493	213	2	the	the	DET
fis-5493	213	3	buckling	buckling	NOUN
fis-5493	213	4	happened	happen	VERB
fis-5493	213	5	during	during	ADP
fis-5493	213	6	concrete	concrete	ADJ
fis-5493	213	7	casting	casting	NOUN
fis-5493	213	8	,	,	PUNCT
fis-5493	213	9	half	half	NOUN
fis-5493	213	10	of	of	ADP
fis-5493	213	11	the	the	DET
fis-5493	213	12	concrete	concrete	ADJ
fis-5493	213	13	deck	deck	NOUN
fis-5493	213	14	is	be	AUX
fis-5493	213	15	assumed	assume	VERB
fis-5493	213	16	to	to	PART
fis-5493	213	17	be	be	AUX
fis-5493	213	18	applied	apply	VERB
fis-5493	213	19	as	as	ADP
fis-5493	213	20	a	a	DET
fis-5493	213	21	load	load	NOUN
fis-5493	213	22	on	on	ADP
fis-5493	213	23	the	the	DET
fis-5493	213	24	steel	steel	NOUN
fis-5493	213	25	girder	girder	NOUN
fis-5493	213	26	.	.	PUNCT
fis-5493	214	1	the	the	DET
fis-5493	214	2	web	web	NOUN
fis-5493	214	3	buckling	buckling	NOUN
fis-5493	214	4	at	at	ADP
fis-5493	214	5	the	the	DET
fis-5493	214	6	section	section	NOUN
fis-5493	214	7	step	step	NOUN
fis-5493	214	8	was	be	AUX
fis-5493	214	9	the	the	DET
fis-5493	214	10	first	first	ADJ
fis-5493	214	11	buckling	buckle	VERB
fis-5493	214	12	mode	mode	NOUN
fis-5493	214	13	,	,	PUNCT
fis-5493	214	14	illustrated	illustrate	VERB
fis-5493	214	15	in	in	ADP
fis-5493	214	16	fig	fig	NOUN
fis-5493	214	17	.	.	PUNCT
fis-5493	215	1	6	6	NUM
fis-5493	215	2	,	,	PUNCT
fis-5493	215	3	with	with	ADP
fis-5493	215	4	the	the	DET
fis-5493	215	5	buckling	buckle	VERB
fis-5493	215	6	failure	failure	NOUN
fis-5493	215	7	load	load	NOUN
fis-5493	215	8	being	be	AUX
fis-5493	215	9	a.	a.	NOUN
fis-5493	215	10	m.	m.	NOUN
fis-5493	215	11	almastri	almastri	PROPN
fis-5493	215	12	et	et	PROPN
fis-5493	215	13	alii	alii	PROPN
fis-5493	215	14	,	,	PUNCT
fis-5493	215	15	fracture	fracture	ADJ
fis-5493	215	16	and	and	CCONJ
fis-5493	215	17	structural	structural	ADJ
fis-5493	215	18	integrity	integrity	NOUN
fis-5493	215	19	,	,	PUNCT
fis-5493	215	20	74	74	NUM
fis-5493	215	21	(	(	PUNCT
fis-5493	215	22	2025	2025	NUM
fis-5493	215	23	)	)	PUNCT
fis-5493	215	24	342	342	NUM
fis-5493	215	25	-	-	SYM
fis-5493	215	26	357	357	NUM
fis-5493	215	27	;	;	PUNCT
fis-5493	215	28	doi	doi	NOUN
fis-5493	215	29	:	:	PUNCT
fis-5493	215	30	10.3221	10.3221	NUM
fis-5493	215	31	/	/	SYM
fis-5493	215	32	igf	igf	PROPN
fis-5493	215	33	-	-	ADJ
fis-5493	215	34	esis.74.21	esis.74.21	PROPN
fis-5493	215	35	349	349	NUM
fis-5493	215	36	about	about	ADV
fis-5493	215	37	15.6	15.6	NUM
fis-5493	215	38	kn	kn	PROPN
fis-5493	215	39	/	/	SYM
fis-5493	215	40	m.	m.	NOUN
fis-5493	215	41	assuming	assume	VERB
fis-5493	215	42	the	the	DET
fis-5493	215	43	concrete	concrete	ADJ
fis-5493	215	44	deck	deck	NOUN
fis-5493	215	45	was	be	AUX
fis-5493	215	46	about	about	ADV
fis-5493	215	47	25	25	NUM
fis-5493	215	48	cm	cm	NOUN
fis-5493	215	49	thick	thick	ADJ
fis-5493	215	50	,	,	PUNCT
fis-5493	215	51	with	with	ADP
fis-5493	215	52	a	a	DET
fis-5493	215	53	deck	deck	NOUN
fis-5493	215	54	width	width	NOUN
fis-5493	215	55	of	of	ADP
fis-5493	215	56	about	about	ADV
fis-5493	215	57	4.5	4.5	NUM
fis-5493	215	58	m	m	NOUN
fis-5493	215	59	,	,	PUNCT
fis-5493	215	60	the	the	DET
fis-5493	215	61	weight	weight	NOUN
fis-5493	215	62	of	of	ADP
fis-5493	215	63	the	the	DET
fis-5493	215	64	concrete	concrete	ADJ
fis-5493	215	65	deck	deck	NOUN
fis-5493	215	66	on	on	ADP
fis-5493	215	67	every	every	DET
fis-5493	215	68	girder	girder	NOUN
fis-5493	215	69	that	that	PRON
fis-5493	215	70	caused	cause	VERB
fis-5493	215	71	the	the	DET
fis-5493	215	72	buckling	buckling	NOUN
fis-5493	215	73	will	will	AUX
fis-5493	215	74	be	be	AUX
fis-5493	215	75	around	around	ADV
fis-5493	215	76	14.1	14.1	NUM
fis-5493	215	77	kn	kn	PROPN
fis-5493	215	78	/	/	SYM
fis-5493	215	79	m.	m.	NOUN
fis-5493	215	80	it	it	PRON
fis-5493	215	81	shows	show	VERB
fis-5493	215	82	that	that	SCONJ
fis-5493	215	83	the	the	DET
fis-5493	215	84	finite	finite	PROPN
fis-5493	215	85	element	element	NOUN
fis-5493	215	86	analysis	analysis	NOUN
fis-5493	215	87	can	can	AUX
fis-5493	215	88	be	be	AUX
fis-5493	215	89	considered	consider	VERB
fis-5493	215	90	very	very	ADV
fis-5493	215	91	acceptable	acceptable	ADJ
fis-5493	215	92	in	in	ADP
fis-5493	215	93	evaluating	evaluate	VERB
fis-5493	215	94	the	the	DET
fis-5493	215	95	buckling	buckle	VERB
fis-5493	215	96	strength	strength	NOUN
fis-5493	215	97	of	of	ADP
fis-5493	215	98	the	the	DET
fis-5493	215	99	web	web	NOUN
fis-5493	215	100	at	at	ADP
fis-5493	215	101	this	this	DET
fis-5493	215	102	abrupt	abrupt	ADJ
fis-5493	215	103	change	change	NOUN
fis-5493	215	104	in	in	ADP
fis-5493	215	105	the	the	DET
fis-5493	215	106	section	section	NOUN
fis-5493	215	107	depth	depth	NOUN
fis-5493	215	108	.	.	PUNCT
fis-5493	216	1	buckling	buckle	VERB
fis-5493	216	2	analysis	analysis	NOUN
fis-5493	216	3	of	of	ADP
fis-5493	216	4	complex	complex	ADJ
fis-5493	216	5	steel	steel	NOUN
fis-5493	216	6	geometries	geometry	NOUN
fis-5493	216	7	should	should	AUX
fis-5493	216	8	be	be	AUX
fis-5493	216	9	mandatory	mandatory	ADJ
fis-5493	216	10	,	,	PUNCT
fis-5493	216	11	just	just	ADV
fis-5493	216	12	like	like	ADP
fis-5493	216	13	the	the	DET
fis-5493	216	14	static	static	ADJ
fis-5493	216	15	analysis	analysis	NOUN
fis-5493	216	16	,	,	PUNCT
fis-5493	216	17	to	to	PART
fis-5493	216	18	avoid	avoid	VERB
fis-5493	216	19	failure	failure	NOUN
fis-5493	216	20	cases	case	NOUN
fis-5493	216	21	.	.	PUNCT
fis-5493	217	1	the	the	DET
fis-5493	217	2	finite	finite	PROPN
fis-5493	217	3	element	element	NOUN
fis-5493	217	4	method	method	NOUN
fis-5493	217	5	will	will	AUX
fis-5493	217	6	be	be	AUX
fis-5493	217	7	used	use	VERB
fis-5493	217	8	next	next	ADV
fis-5493	217	9	to	to	PART
fis-5493	217	10	study	study	VERB
fis-5493	217	11	the	the	DET
fis-5493	217	12	effect	effect	NOUN
fis-5493	217	13	of	of	ADP
fis-5493	217	14	different	different	ADJ
fis-5493	217	15	parameters	parameter	NOUN
fis-5493	217	16	on	on	ADP
fis-5493	217	17	such	such	DET
fis-5493	217	18	a	a	DET
fis-5493	217	19	problem	problem	NOUN
fis-5493	217	20	.	.	PUNCT
fis-5493	218	1	figure	figure	VERB
fis-5493	218	2	6	6	NUM
fis-5493	218	3	:	:	PUNCT
fis-5493	218	4	web	web	NOUN
fis-5493	218	5	buckling	buckle	VERB
fis-5493	218	6	simulation	simulation	NOUN
fis-5493	218	7	of	of	ADP
fis-5493	218	8	the	the	DET
fis-5493	218	9	failed	fail	VERB
fis-5493	218	10	steel	steel	NOUN
fis-5493	218	11	girder	girder	NOUN
fis-5493	218	12	.	.	PUNCT
fis-5493	219	1	figure	figure	NOUN
fis-5493	219	2	7	7	NUM
fis-5493	219	3	:	:	PUNCT
fis-5493	219	4	girder	girder	NOUN
fis-5493	219	5	geometry	geometry	NOUN
fis-5493	219	6	and	and	CCONJ
fis-5493	219	7	dimensions	dimension	NOUN
fis-5493	219	8	.	.	PUNCT
fis-5493	220	1	parametric	parametric	ADJ
fis-5493	220	2	study	study	NOUN
fis-5493	220	3	ifferent	ifferent	NOUN
fis-5493	220	4	parameters	parameter	NOUN
fis-5493	220	5	can	can	AUX
fis-5493	220	6	affect	affect	VERB
fis-5493	220	7	stepped	step	VERB
fis-5493	220	8	steel	steel	NOUN
fis-5493	220	9	girders	girder	NOUN
fis-5493	220	10	'	'	PART
fis-5493	220	11	web	web	NOUN
fis-5493	220	12	buckling	buckling	NOUN
fis-5493	220	13	strength	strength	NOUN
fis-5493	220	14	and	and	CCONJ
fis-5493	220	15	behavior	behavior	NOUN
fis-5493	220	16	.	.	PUNCT
fis-5493	221	1	the	the	DET
fis-5493	221	2	parameters	parameter	NOUN
fis-5493	221	3	studied	study	VERB
fis-5493	221	4	in	in	ADP
fis-5493	221	5	this	this	DET
fis-5493	221	6	research	research	NOUN
fis-5493	221	7	are	be	AUX
fis-5493	221	8	step	step	NOUN
fis-5493	221	9	height	height	NOUN
fis-5493	221	10	,	,	PUNCT
fis-5493	221	11	step	step	NOUN
fis-5493	221	12	location	location	NOUN
fis-5493	221	13	,	,	PUNCT
fis-5493	221	14	boundary	boundary	ADJ
fis-5493	221	15	conditions	condition	NOUN
fis-5493	221	16	,	,	PUNCT
fis-5493	221	17	and	and	CCONJ
fis-5493	221	18	adding	add	VERB
fis-5493	221	19	stiffeners	stiffener	NOUN
fis-5493	221	20	.	.	PUNCT
fis-5493	222	1	the	the	DET
fis-5493	222	2	geometry	geometry	NOUN
fis-5493	222	3	of	of	ADP
fis-5493	222	4	the	the	DET
fis-5493	222	5	simulated	simulate	VERB
fis-5493	222	6	girders	girder	NOUN
fis-5493	222	7	is	be	AUX
fis-5493	222	8	illustrated	illustrate	VERB
fis-5493	222	9	in	in	ADP
fis-5493	222	10	fig	fig	NOUN
fis-5493	222	11	.	.	PUNCT
fis-5493	223	1	7	7	X
fis-5493	223	2	.	.	X
fis-5493	223	3	the	the	DET
fis-5493	223	4	steel	steel	NOUN
fis-5493	223	5	modulus	modulus	NOUN
fis-5493	223	6	of	of	ADP
fis-5493	223	7	elasticity	elasticity	NOUN
fis-5493	223	8	and	and	CCONJ
fis-5493	223	9	poisson	poisson	PROPN
fis-5493	223	10	’s	’s	PART
fis-5493	223	11	ratio	ratio	NOUN
fis-5493	223	12	are	be	AUX
fis-5493	223	13	200,000	200,000	NUM
fis-5493	223	14	mpa	mpa	NOUN
fis-5493	223	15	and	and	CCONJ
fis-5493	223	16	0.3	0.3	NUM
fis-5493	223	17	,	,	PUNCT
fis-5493	223	18	respectively	respectively	ADV
fis-5493	223	19	.	.	PUNCT
fis-5493	224	1	the	the	DET
fis-5493	224	2	yield	yield	NOUN
fis-5493	224	3	strength	strength	NOUN
fis-5493	224	4	of	of	ADP
fis-5493	224	5	steel	steel	NOUN
fis-5493	224	6	was	be	AUX
fis-5493	224	7	taken	take	VERB
fis-5493	224	8	as	as	ADP
fis-5493	224	9	350	350	NUM
fis-5493	224	10	mpa	mpa	NOUN
fis-5493	224	11	.	.	PUNCT
fis-5493	225	1	the	the	DET
fis-5493	225	2	girder	girder	NOUN
fis-5493	225	3	is	be	AUX
fis-5493	225	4	assumed	assume	VERB
fis-5493	225	5	to	to	PART
fis-5493	225	6	be	be	AUX
fis-5493	225	7	supported	support	VERB
fis-5493	225	8	,	,	PUNCT
fis-5493	225	9	where	where	SCONJ
fis-5493	225	10	the	the	DET
fis-5493	225	11	edge	edge	NOUN
fis-5493	225	12	of	of	ADP
fis-5493	225	13	the	the	DET
fis-5493	225	14	bottom	bottom	ADJ
fis-5493	225	15	flange	flange	NOUN
fis-5493	225	16	is	be	AUX
fis-5493	225	17	restrained	restrain	VERB
fis-5493	225	18	from	from	ADP
fis-5493	225	19	movement	movement	NOUN
fis-5493	225	20	in	in	ADP
fis-5493	225	21	the	the	DET
fis-5493	225	22	three	three	NUM
fis-5493	225	23	directions	direction	NOUN
fis-5493	225	24	,	,	PUNCT
fis-5493	225	25	as	as	SCONJ
fis-5493	225	26	shown	show	VERB
fis-5493	225	27	in	in	ADP
fis-5493	225	28	fig	fig	NOUN
fis-5493	225	29	.	.	PUNCT
fis-5493	226	1	3a	3a	NUM
fis-5493	226	2	.	.	PUNCT
fis-5493	227	1	the	the	DET
fis-5493	227	2	girder	girder	NOUN
fis-5493	227	3	is	be	AUX
fis-5493	227	4	subjected	subject	VERB
fis-5493	227	5	to	to	ADP
fis-5493	227	6	one	one	NUM
fis-5493	227	7	concentrated	concentrated	ADJ
fis-5493	227	8	load	load	NOUN
fis-5493	227	9	at	at	ADP
fis-5493	227	10	the	the	DET
fis-5493	227	11	middle	middle	NOUN
fis-5493	227	12	of	of	ADP
fis-5493	227	13	the	the	DET
fis-5493	227	14	girder	girder	NOUN
fis-5493	227	15	span	span	NOUN
fis-5493	227	16	.	.	PUNCT
fis-5493	228	1	it	it	PRON
fis-5493	228	2	should	should	AUX
fis-5493	228	3	be	be	AUX
fis-5493	228	4	noted	note	VERB
fis-5493	228	5	that	that	SCONJ
fis-5493	228	6	elastic	elastic	ADJ
fis-5493	228	7	buckling	buckling	NOUN
fis-5493	228	8	was	be	AUX
fis-5493	228	9	assumed	assume	VERB
fis-5493	228	10	throughout	throughout	ADP
fis-5493	228	11	the	the	DET
fis-5493	228	12	analysis	analysis	NOUN
fis-5493	228	13	.	.	PUNCT
fis-5493	229	1	the	the	DET
fis-5493	229	2	buckling	buckle	VERB
fis-5493	229	3	load	load	NOUN
fis-5493	229	4	was	be	AUX
fis-5493	229	5	very	very	ADV
fis-5493	229	6	low	low	ADJ
fis-5493	229	7	,	,	PUNCT
fis-5493	229	8	so	so	CCONJ
fis-5493	229	9	no	no	DET
fis-5493	229	10	plastic	plastic	NOUN
fis-5493	229	11	stresses	stress	NOUN
fis-5493	229	12	were	be	AUX
fis-5493	229	13	reached	reach	VERB
fis-5493	229	14	,	,	PUNCT
fis-5493	229	15	neither	neither	CCONJ
fis-5493	229	16	at	at	ADP
fis-5493	229	17	the	the	DET
fis-5493	229	18	step	step	NOUN
fis-5493	229	19	nor	nor	CCONJ
fis-5493	229	20	the	the	DET
fis-5493	229	21	boundaries	boundary	NOUN
fis-5493	229	22	nor	nor	CCONJ
fis-5493	229	23	the	the	DET
fis-5493	229	24	applied	apply	VERB
fis-5493	229	25	load	load	NOUN
fis-5493	229	26	.	.	PUNCT
fis-5493	230	1	the	the	DET
fis-5493	230	2	corners	corner	NOUN
fis-5493	230	3	were	be	AUX
fis-5493	230	4	made	make	VERB
fis-5493	230	5	without	without	ADP
fis-5493	230	6	filleting	filleting	NOUN
fis-5493	230	7	,	,	PUNCT
fis-5493	230	8	as	as	SCONJ
fis-5493	230	9	filleting	filleting	NOUN
fis-5493	230	10	showed	show	VERB
fis-5493	230	11	an	an	DET
fis-5493	230	12	insignificant	insignificant	ADJ
fis-5493	230	13	effect	effect	NOUN
fis-5493	230	14	on	on	ADP
fis-5493	230	15	the	the	DET
fis-5493	230	16	results	result	NOUN
fis-5493	230	17	.	.	PUNCT
fis-5493	231	1	the	the	DET
fis-5493	231	2	mesh	mesh	NOUN
fis-5493	231	3	sensitivity	sensitivity	NOUN
fis-5493	231	4	of	of	ADP
fis-5493	231	5	a	a	DET
fis-5493	231	6	stepped	step	VERB
fis-5493	231	7	beam	beam	NOUN
fis-5493	231	8	was	be	AUX
fis-5493	231	9	investigated	investigate	VERB
fis-5493	231	10	and	and	CCONJ
fis-5493	231	11	illustrated	illustrate	VERB
fis-5493	231	12	in	in	ADP
fis-5493	231	13	fig	fig	NOUN
fis-5493	231	14	.	.	PUNCT
fis-5493	232	1	8	8	X
fis-5493	232	2	.	.	PUNCT
fis-5493	233	1	the	the	DET
fis-5493	233	2	convergence	convergence	NOUN
fis-5493	233	3	of	of	ADP
fis-5493	233	4	the	the	DET
fis-5493	233	5	buckling	buckle	VERB
fis-5493	233	6	load	load	NOUN
fis-5493	233	7	with	with	ADP
fis-5493	233	8	the	the	DET
fis-5493	233	9	number	number	NOUN
fis-5493	233	10	of	of	ADP
fis-5493	233	11	nodes	node	NOUN
fis-5493	233	12	was	be	AUX
fis-5493	233	13	seen	see	VERB
fis-5493	233	14	to	to	PART
fis-5493	233	15	be	be	AUX
fis-5493	233	16	faster	fast	ADJ
fis-5493	233	17	than	than	SCONJ
fis-5493	233	18	the	the	DET
fis-5493	233	19	convergence	convergence	NOUN
fis-5493	233	20	of	of	ADP
fis-5493	233	21	the	the	DET
fis-5493	233	22	maximum	maximum	PROPN
fis-5493	233	23	von	von	PROPN
fis-5493	233	24	mises	mises	PROPN
fis-5493	233	25	stress	stress	VERB
fis-5493	233	26	near	near	ADP
fis-5493	233	27	the	the	DET
fis-5493	233	28	step	step	NOUN
fis-5493	233	29	.	.	PUNCT
fis-5493	234	1	around	around	ADP
fis-5493	234	2	100,000	100,000	NUM
fis-5493	234	3	nodes	node	NOUN
fis-5493	234	4	was	be	AUX
fis-5493	234	5	enough	enough	ADJ
fis-5493	234	6	to	to	PART
fis-5493	234	7	get	get	VERB
fis-5493	234	8	good	good	ADJ
fis-5493	234	9	accuracy	accuracy	NOUN
fis-5493	234	10	for	for	ADP
fis-5493	234	11	the	the	DET
fis-5493	234	12	buckling	buckle	VERB
fis-5493	234	13	load	load	NOUN
fis-5493	234	14	,	,	PUNCT
fis-5493	234	15	while	while	SCONJ
fis-5493	234	16	for	for	ADP
fis-5493	234	17	the	the	DET
fis-5493	234	18	same	same	ADJ
fis-5493	234	19	problem	problem	NOUN
fis-5493	234	20	about	about	ADP
fis-5493	234	21	500,000	500,000	NUM
fis-5493	234	22	nodes	node	NOUN
fis-5493	234	23	was	be	AUX
fis-5493	234	24	not	not	PART
fis-5493	234	25	enough	enough	ADJ
fis-5493	234	26	to	to	PART
fis-5493	234	27	achieve	achieve	VERB
fis-5493	234	28	acceptable	acceptable	ADJ
fis-5493	234	29	accuracy	accuracy	NOUN
fis-5493	234	30	for	for	SCONJ
fis-5493	234	31	the	the	DET
fis-5493	234	32	von	von	PROPN
fis-5493	234	33	mises	mises	PROPN
fis-5493	234	34	stress	stress	VERB
fis-5493	234	35	.	.	PUNCT
fis-5493	235	1	although	although	SCONJ
fis-5493	235	2	the	the	DET
fis-5493	235	3	buckling	buckle	VERB
fis-5493	235	4	eigenvalue	eigenvalue	NOUN
fis-5493	235	5	analysis	analysis	NOUN
fis-5493	235	6	depends	depend	VERB
fis-5493	235	7	initially	initially	ADV
fis-5493	235	8	on	on	ADP
fis-5493	235	9	the	the	DET
fis-5493	235	10	static	static	ADJ
fis-5493	235	11	linear	linear	PROPN
fis-5493	235	12	analysis	analysis	NOUN
fis-5493	235	13	,	,	PUNCT
fis-5493	235	14	its	its	PRON
fis-5493	235	15	sensitivity	sensitivity	NOUN
fis-5493	235	16	to	to	PART
fis-5493	235	17	mesh	mesh	NOUN
fis-5493	235	18	size	size	NOUN
fis-5493	235	19	was	be	AUX
fis-5493	235	20	seen	see	VERB
fis-5493	235	21	to	to	PART
fis-5493	235	22	be	be	AUX
fis-5493	235	23	considerably	considerably	ADV
fis-5493	235	24	lower	low	ADJ
fis-5493	235	25	.	.	PUNCT
fis-5493	236	1	this	this	PRON
fis-5493	236	2	can	can	AUX
fis-5493	236	3	be	be	AUX
fis-5493	236	4	attributed	attribute	VERB
fis-5493	236	5	to	to	ADP
fis-5493	236	6	the	the	DET
fis-5493	236	7	fact	fact	NOUN
fis-5493	236	8	that	that	SCONJ
fis-5493	236	9	linear	linear	ADJ
fis-5493	236	10	static	static	ADJ
fis-5493	236	11	analysis	analysis	NOUN
fis-5493	236	12	is	be	AUX
fis-5493	236	13	concerned	concern	VERB
fis-5493	236	14	with	with	ADP
fis-5493	236	15	local	local	ADJ
fis-5493	236	16	stress	stress	NOUN
fis-5493	236	17	and	and	CCONJ
fis-5493	236	18	strain	strain	VERB
fis-5493	236	19	values	value	NOUN
fis-5493	236	20	that	that	PRON
fis-5493	236	21	can	can	AUX
fis-5493	236	22	change	change	VERB
fis-5493	236	23	dramatically	dramatically	ADV
fis-5493	236	24	d	d	X
fis-5493	236	25	a.	a.	NOUN
fis-5493	236	26	m.	m.	NOUN
fis-5493	236	27	almastri	almastri	VERB
fis-5493	236	28	et	et	PROPN
fis-5493	236	29	alii	alii	PROPN
fis-5493	236	30	,	,	PUNCT
fis-5493	236	31	fracture	fracture	ADJ
fis-5493	236	32	and	and	CCONJ
fis-5493	236	33	structural	structural	ADJ
fis-5493	236	34	integrity	integrity	NOUN
fis-5493	236	35	,	,	PUNCT
fis-5493	236	36	74	74	NUM
fis-5493	236	37	(	(	PUNCT
fis-5493	236	38	2025	2025	NUM
fis-5493	236	39	)	)	PUNCT
fis-5493	236	40	342	342	NUM
fis-5493	236	41	-	-	SYM
fis-5493	236	42	357	357	NUM
fis-5493	236	43	;	;	PUNCT
fis-5493	236	44	doi	doi	NOUN
fis-5493	236	45	:	:	PUNCT
fis-5493	236	46	10.3221	10.3221	NUM
fis-5493	236	47	/	/	SYM
fis-5493	236	48	igf	igf	PROPN
fis-5493	236	49	-	-	ADJ
fis-5493	236	50	esis.74.21	esis.74.21	PROPN
fis-5493	236	51	350	350	NUM
fis-5493	236	52	over	over	ADP
fis-5493	236	53	small	small	ADJ
fis-5493	236	54	distances	distance	NOUN
fis-5493	236	55	,	,	PUNCT
fis-5493	236	56	so	so	SCONJ
fis-5493	236	57	a	a	DET
fis-5493	236	58	fine	fine	ADJ
fis-5493	236	59	mesh	mesh	NOUN
fis-5493	236	60	is	be	AUX
fis-5493	236	61	necessary	necessary	ADJ
fis-5493	236	62	to	to	PART
fis-5493	236	63	capture	capture	VERB
fis-5493	236	64	their	their	PRON
fis-5493	236	65	sharp	sharp	ADJ
fis-5493	236	66	gradients	gradient	NOUN
fis-5493	236	67	.	.	PUNCT
fis-5493	237	1	buckling	buckle	VERB
fis-5493	237	2	on	on	ADP
fis-5493	237	3	the	the	DET
fis-5493	237	4	other	other	ADJ
fis-5493	237	5	side	side	NOUN
fis-5493	237	6	is	be	AUX
fis-5493	237	7	more	more	ADJ
fis-5493	237	8	of	of	ADP
fis-5493	237	9	a	a	DET
fis-5493	237	10	global	global	ADJ
fis-5493	237	11	phenomena	phenomenon	NOUN
fis-5493	237	12	,	,	PUNCT
fis-5493	237	13	not	not	PART
fis-5493	237	14	related	relate	VERB
fis-5493	237	15	only	only	ADV
fis-5493	237	16	to	to	ADP
fis-5493	237	17	a	a	DET
fis-5493	237	18	specific	specific	ADJ
fis-5493	237	19	point	point	NOUN
fis-5493	237	20	or	or	CCONJ
fis-5493	237	21	node	node	NOUN
fis-5493	237	22	.	.	PUNCT
fis-5493	238	1	it	it	PRON
fis-5493	238	2	is	be	AUX
fis-5493	238	3	a	a	DET
fis-5493	238	4	macro	macro	ADJ
fis-5493	238	5	-	-	ADJ
fis-5493	238	6	scale	scale	ADJ
fis-5493	238	7	deformation	deformation	NOUN
fis-5493	238	8	pattern	pattern	NOUN
fis-5493	238	9	that	that	PRON
fis-5493	238	10	affect	affect	VERB
fis-5493	238	11	the	the	DET
fis-5493	238	12	entire	entire	ADJ
fis-5493	238	13	structure	structure	NOUN
fis-5493	238	14	,	,	PUNCT
fis-5493	238	15	or	or	CCONJ
fis-5493	238	16	at	at	ADP
fis-5493	238	17	least	least	ADJ
fis-5493	238	18	a	a	DET
fis-5493	238	19	large	large	ADJ
fis-5493	238	20	part	part	NOUN
fis-5493	238	21	of	of	ADP
fis-5493	238	22	it	it	PRON
fis-5493	238	23	.	.	PUNCT
fis-5493	239	1	the	the	DET
fis-5493	239	2	buckling	buckle	VERB
fis-5493	239	3	calculation	calculation	NOUN
fis-5493	239	4	is	be	AUX
fis-5493	239	5	looking	look	VERB
fis-5493	239	6	for	for	ADP
fis-5493	239	7	a	a	DET
fis-5493	239	8	condition	condition	NOUN
fis-5493	239	9	where	where	SCONJ
fis-5493	239	10	the	the	DET
fis-5493	239	11	entire	entire	ADJ
fis-5493	239	12	system	system	NOUN
fis-5493	239	13	’s	’s	PART
fis-5493	239	14	stiffness	stiffness	NOUN
fis-5493	239	15	is	be	AUX
fis-5493	239	16	zero	zero	NUM
fis-5493	239	17	.	.	PUNCT
fis-5493	240	1	this	this	DET
fis-5493	240	2	global	global	ADJ
fis-5493	240	3	scale	scale	NOUN
fis-5493	240	4	matrix	matrix	NOUN
fis-5493	240	5	operation	operation	NOUN
fis-5493	240	6	is	be	AUX
fis-5493	240	7	less	less	ADV
fis-5493	240	8	sensitive	sensitive	ADJ
fis-5493	240	9	to	to	ADP
fis-5493	240	10	small	small	ADJ
fis-5493	240	11	variations	variation	NOUN
fis-5493	240	12	in	in	ADP
fis-5493	240	13	the	the	DET
fis-5493	240	14	individual	individual	ADJ
fis-5493	240	15	element	element	NOUN
fis-5493	240	16	stiffnesses	stiffness	NOUN
fis-5493	240	17	than	than	ADP
fis-5493	240	18	a	a	DET
fis-5493	240	19	linear	linear	ADJ
fis-5493	240	20	static	static	ADJ
fis-5493	240	21	analysis	analysis	NOUN
fis-5493	240	22	is	be	AUX
fis-5493	240	23	to	to	ADP
fis-5493	240	24	local	local	ADJ
fis-5493	240	25	stress	stress	NOUN
fis-5493	240	26	gradients	gradient	NOUN
fis-5493	240	27	.	.	PUNCT
fis-5493	241	1	(	(	PUNCT
fis-5493	241	2	a	a	X
fis-5493	241	3	)	)	PUNCT
fis-5493	241	4	(	(	PUNCT
fis-5493	241	5	b	b	X
fis-5493	241	6	)	)	PUNCT
fis-5493	241	7	figure	figure	NOUN
fis-5493	241	8	8	8	NUM
fis-5493	241	9	:	:	PUNCT
fis-5493	241	10	mesh	mesh	NOUN
fis-5493	241	11	sensitivity	sensitivity	NOUN
fis-5493	241	12	of	of	ADP
fis-5493	241	13	stepped	step	VERB
fis-5493	241	14	beam	beam	NOUN
fis-5493	241	15	with	with	ADP
fis-5493	241	16	1h	1h	NUM
fis-5493	241	17	=	=	SYM
fis-5493	241	18	400	400	NUM
fis-5493	241	19	mm	mm	NOUN
fis-5493	241	20	,	,	PUNCT
fis-5493	241	21	2h	2h	NUM
fis-5493	241	22	=	=	SYM
fis-5493	241	23	800	800	NUM
fis-5493	241	24	mm	mm	NOUN
fis-5493	241	25	,	,	PUNCT
fis-5493	241	26	1l	1l	NUM
fis-5493	241	27	=3	=3	VERB
fis-5493	241	28	m	m	VERB
fis-5493	241	29	for	for	ADP
fis-5493	241	30	(	(	PUNCT
fis-5493	241	31	a	a	PRON
fis-5493	241	32	)	)	PUNCT
fis-5493	241	33	buckling	buckling	NOUN
fis-5493	241	34	load	load	NOUN
fis-5493	241	35	,	,	PUNCT
fis-5493	241	36	and	and	CCONJ
fis-5493	241	37	(	(	PUNCT
fis-5493	241	38	b	b	X
fis-5493	241	39	)	)	PUNCT
fis-5493	241	40	maximum	maximum	PROPN
fis-5493	241	41	von	von	PROPN
fis-5493	241	42	mises	mises	PROPN
fis-5493	241	43	stress	stress	VERB
fis-5493	241	44	near	near	ADP
fis-5493	241	45	the	the	DET
fis-5493	241	46	step	step	NOUN
fis-5493	241	47	.	.	PUNCT
fis-5493	242	1	figure	figure	VERB
fis-5493	242	2	9	9	NUM
fis-5493	242	3	:	:	PUNCT
fis-5493	242	4	web	web	NOUN
fis-5493	242	5	buckling	buckling	NOUN
fis-5493	242	6	for	for	ADP
fis-5493	242	7	prismatic	prismatic	ADJ
fis-5493	242	8	girders	girder	NOUN
fis-5493	242	9	(	(	PUNCT
fis-5493	242	10	a	a	NOUN
fis-5493	242	11	)	)	PUNCT
fis-5493	242	12	h	h	NOUN
fis-5493	242	13	=	=	SYM
fis-5493	242	14	800	800	NUM
fis-5493	242	15	mm	mm	NOUN
fis-5493	242	16	,	,	PUNCT
fis-5493	242	17	(	(	PUNCT
fis-5493	242	18	b	b	NOUN
fis-5493	242	19	)	)	PUNCT
fis-5493	242	20	h	h	NOUN
fis-5493	242	21	=	=	NOUN
fis-5493	242	22	400	400	NUM
fis-5493	242	23	mm	mm	NOUN
fis-5493	242	24	,	,	PUNCT
fis-5493	242	25	and	and	CCONJ
fis-5493	242	26	stepped	step	VERB
fis-5493	242	27	girders	girder	NOUN
fis-5493	242	28	(	(	PUNCT
fis-5493	242	29	c	c	X
fis-5493	242	30	)	)	PUNCT
fis-5493	242	31	1h	1h	NUM
fis-5493	242	32	=	=	SYM
fis-5493	242	33	400	400	NUM
fis-5493	242	34	mm	mm	NOUN
fis-5493	242	35	,	,	PUNCT
fis-5493	242	36	2h	2h	NUM
fis-5493	242	37	=	=	SYM
fis-5493	242	38	800	800	NUM
fis-5493	242	39	mm	mm	NOUN
fis-5493	242	40	,	,	PUNCT
fis-5493	242	41	(	(	PUNCT
fis-5493	242	42	d	d	X
fis-5493	242	43	)	)	PUNCT
fis-5493	242	44	1h	1h	NUM
fis-5493	242	45	=	=	SYM
fis-5493	242	46	240	240	NUM
fis-5493	242	47	mm	mm	NOUN
fis-5493	242	48	,	,	PUNCT
fis-5493	242	49	2h	2h	NUM
fis-5493	242	50	=	=	SYM
fis-5493	242	51	800	800	NUM
fis-5493	242	52	mm	mm	NUM
fis-5493	242	53	,	,	PUNCT
fis-5493	242	54	and	and	CCONJ
fis-5493	242	55	(	(	PUNCT
fis-5493	242	56	e	e	NOUN
fis-5493	242	57	)	)	PUNCT
fis-5493	242	58	1h	1h	NUM
fis-5493	242	59	=	=	SYM
fis-5493	242	60	80	80	NUM
fis-5493	242	61	mm	mm	NOUN
fis-5493	242	62	,	,	PUNCT
fis-5493	242	63	2h	2h	NUM
fis-5493	242	64	=	=	SYM
fis-5493	242	65	800	800	NUM
fis-5493	242	66	mm	mm	NOUN
fis-5493	242	67	.	.	PUNCT
fis-5493	243	1	all	all	DET
fis-5493	243	2	girders	girder	NOUN
fis-5493	243	3	have	have	VERB
fis-5493	243	4	the	the	DET
fis-5493	243	5	same	same	ADJ
fis-5493	243	6	deformation	deformation	NOUN
fis-5493	243	7	scale	scale	NOUN
fis-5493	243	8	factor	factor	NOUN
fis-5493	243	9	=	=	SYM
fis-5493	243	10	1000	1000	NUM
fis-5493	243	11	.	.	PUNCT
fis-5493	244	1	step	step	NOUN
fis-5493	244	2	height	height	NOUN
fis-5493	244	3	a	a	DET
fis-5493	244	4	supported	support	VERB
fis-5493	244	5	girder	girder	NOUN
fis-5493	244	6	under	under	ADP
fis-5493	244	7	one	one	NUM
fis-5493	244	8	concentrated	concentrated	ADJ
fis-5493	244	9	load	load	NOUN
fis-5493	244	10	at	at	ADP
fis-5493	244	11	the	the	DET
fis-5493	244	12	middle	middle	NOUN
fis-5493	244	13	of	of	ADP
fis-5493	244	14	the	the	DET
fis-5493	244	15	girder	girder	NOUN
fis-5493	244	16	is	be	AUX
fis-5493	244	17	considered	consider	VERB
fis-5493	244	18	for	for	ADP
fis-5493	244	19	the	the	DET
fis-5493	244	20	study	study	NOUN
fis-5493	244	21	of	of	ADP
fis-5493	244	22	the	the	DET
fis-5493	244	23	effect	effect	NOUN
fis-5493	244	24	of	of	ADP
fis-5493	244	25	step	step	NOUN
fis-5493	244	26	height	height	NOUN
fis-5493	244	27	.	.	PUNCT
fis-5493	245	1	at	at	ADP
fis-5493	245	2	first	first	ADV
fis-5493	245	3	,	,	PUNCT
fis-5493	245	4	prismatic	prismatic	ADJ
fis-5493	245	5	girders	girder	NOUN
fis-5493	245	6	with	with	ADP
fis-5493	245	7	h	h	NOUN
fis-5493	245	8	=	=	NOUN
fis-5493	245	9	400	400	NUM
fis-5493	245	10	and	and	CCONJ
fis-5493	245	11	800	800	NUM
fis-5493	245	12	mm	mm	NOUN
fis-5493	245	13	depth	depth	NOUN
fis-5493	245	14	were	be	AUX
fis-5493	245	15	modelled	model	VERB
fis-5493	245	16	,	,	PUNCT
fis-5493	245	17	with	with	ADP
fis-5493	245	18	b	b	NOUN
fis-5493	245	19	=	=	SYM
fis-5493	245	20	300	300	NUM
fis-5493	245	21	mm	mm	NOUN
fis-5493	245	22	,	,	PUNCT
fis-5493	245	23	wt	wt	NOUN
fis-5493	245	24	=	=	SYM
fis-5493	245	25	4	4	NUM
fis-5493	245	26	mm	mm	NOUN
fis-5493	245	27	,	,	PUNCT
fis-5493	245	28	ft	ft	NOUN
fis-5493	245	29	=	=	SYM
fis-5493	245	30	16	16	NUM
fis-5493	245	31	mm	mm	NOUN
fis-5493	245	32	,	,	PUNCT
fis-5493	245	33	and	and	CCONJ
fis-5493	245	34	a	a	DET
fis-5493	245	35	span	span	NOUN
fis-5493	245	36	of	of	ADP
fis-5493	245	37	10	10	NUM
fis-5493	245	38	m.	m.	NOUN
fis-5493	245	39	the	the	DET
fis-5493	245	40	girders	girder	NOUN
fis-5493	245	41	are	be	AUX
fis-5493	245	42	laterally	laterally	ADV
fis-5493	245	43	supported	support	VERB
fis-5493	245	44	at	at	ADP
fis-5493	245	45	the	the	DET
fis-5493	245	46	ends	end	NOUN
fis-5493	245	47	and	and	CCONJ
fis-5493	245	48	in	in	ADP
fis-5493	245	49	the	the	DET
fis-5493	245	50	middle	middle	NOUN
fis-5493	245	51	of	of	ADP
fis-5493	245	52	the	the	DET
fis-5493	245	53	top	top	ADJ
fis-5493	245	54	flange	flange	NOUN
fis-5493	245	55	.	.	PUNCT
fis-5493	246	1	then	then	ADV
fis-5493	246	2	,	,	PUNCT
fis-5493	246	3	stepped	step	VERB
fis-5493	246	4	girders	girder	NOUN
fis-5493	246	5	with	with	ADP
fis-5493	246	6	2h	2h	NUM
fis-5493	246	7	=	=	SYM
fis-5493	246	8	800	800	NUM
fis-5493	246	9	mm	mm	NOUN
fis-5493	246	10	,	,	PUNCT
fis-5493	246	11	1h	1h	NUM
fis-5493	246	12	=	=	SYM
fis-5493	246	13	400	400	NUM
fis-5493	246	14	,	,	PUNCT
fis-5493	246	15	240	240	NUM
fis-5493	246	16	,	,	PUNCT
fis-5493	246	17	and	and	CCONJ
fis-5493	246	18	80	80	NUM
fis-5493	246	19	mm	mm	NOUN
fis-5493	246	20	,	,	PUNCT
fis-5493	246	21	1l	1l	NUM
fis-5493	246	22	=	=	SYM
fis-5493	246	23	3	3	NUM
fis-5493	246	24	m	m	NOUN
fis-5493	246	25	,	,	PUNCT
fis-5493	246	26	and	and	CCONJ
fis-5493	246	27	2l	2l	NUM
fis-5493	246	28	=	=	SYM
fis-5493	246	29	4	4	NUM
fis-5493	246	30	m	m	VERB
fis-5493	246	31	were	be	AUX
fis-5493	246	32	simulated	simulate	VERB
fis-5493	246	33	.	.	PUNCT
fis-5493	247	1	the	the	DET
fis-5493	247	2	first	first	ADJ
fis-5493	247	3	buckling	buckle	VERB
fis-5493	247	4	mode	mode	NOUN
fis-5493	247	5	shapes	shape	NOUN
fis-5493	247	6	are	be	AUX
fis-5493	247	7	illustrated	illustrate	VERB
fis-5493	247	8	in	in	ADP
fis-5493	247	9	fig	fig	NOUN
fis-5493	247	10	.	.	PUNCT
fis-5493	248	1	9	9	NUM
fis-5493	248	2	for	for	ADP
fis-5493	248	3	the	the	DET
fis-5493	248	4	five	five	NUM
fis-5493	248	5	cases	case	NOUN
fis-5493	248	6	.	.	PUNCT
fis-5493	249	1	the	the	DET
fis-5493	249	2	buckling	buckling	NOUN
fis-5493	249	3	load	load	NOUN
fis-5493	249	4	for	for	ADP
fis-5493	249	5	the	the	DET
fis-5493	249	6	prismatic	prismatic	ADJ
fis-5493	249	7	girders	girder	NOUN
fis-5493	249	8	with	with	ADP
fis-5493	249	9	400	400	NUM
fis-5493	249	10	and	and	CCONJ
fis-5493	249	11	800	800	NUM
fis-5493	249	12	mm	mm	NOUN
fis-5493	249	13	height	height	NOUN
fis-5493	249	14	was	be	AUX
fis-5493	249	15	154.62	154.62	NUM
fis-5493	249	16	kn	kn	NOUN
fis-5493	249	17	and	and	CCONJ
fis-5493	249	18	73.15	73.15	NUM
fis-5493	249	19	kn	kn	PROPN
fis-5493	249	20	,	,	PUNCT
fis-5493	249	21	respectively	respectively	ADV
fis-5493	249	22	.	.	PUNCT
fis-5493	250	1	the	the	DET
fis-5493	250	2	larger	large	ADJ
fis-5493	250	3	height	height	NOUN
fis-5493	250	4	leads	lead	VERB
fis-5493	250	5	to	to	ADP
fis-5493	250	6	a	a	DET
fis-5493	250	7	lower	low	ADJ
fis-5493	250	8	web	web	NOUN
fis-5493	250	9	buckling	buckling	NOUN
fis-5493	250	10	load	load	NOUN
fis-5493	250	11	.	.	PUNCT
fis-5493	251	1	however	however	ADV
fis-5493	251	2	,	,	PUNCT
fis-5493	251	3	when	when	SCONJ
fis-5493	251	4	a	a	DET
fis-5493	251	5	step	step	NOUN
fis-5493	251	6	is	be	AUX
fis-5493	251	7	proposed	propose	VERB
fis-5493	251	8	to	to	ADP
fis-5493	251	9	the	the	DET
fis-5493	251	10	section	section	NOUN
fis-5493	251	11	depth	depth	NOUN
fis-5493	251	12	,	,	PUNCT
fis-5493	251	13	the	the	DET
fis-5493	251	14	local	local	ADJ
fis-5493	251	15	web	web	NOUN
fis-5493	251	16	buckling	buckling	NOUN
fis-5493	251	17	happens	happen	VERB
fis-5493	251	18	at	at	ADP
fis-5493	251	19	the	the	DET
fis-5493	251	20	step	step	NOUN
fis-5493	251	21	location	location	NOUN
fis-5493	251	22	on	on	ADP
fis-5493	251	23	the	the	DET
fis-5493	251	24	deeper	deep	ADJ
fis-5493	251	25	section	section	NOUN
fis-5493	251	26	side	side	NOUN
fis-5493	251	27	,	,	PUNCT
fis-5493	251	28	rather	rather	ADV
fis-5493	251	29	than	than	ADP
fis-5493	251	30	under	under	ADP
fis-5493	251	31	the	the	DET
fis-5493	251	32	concentrated	concentrated	ADJ
fis-5493	251	33	load	load	NOUN
fis-5493	251	34	at	at	ADP
fis-5493	251	35	the	the	DET
fis-5493	251	36	middle	middle	NOUN
fis-5493	251	37	of	of	ADP
fis-5493	251	38	the	the	DET
fis-5493	251	39	girder	girder	NOUN
fis-5493	251	40	.	.	PUNCT
fis-5493	252	1	in	in	ADP
fis-5493	252	2	addition	addition	NOUN
fis-5493	252	3	,	,	PUNCT
fis-5493	252	4	the	the	DET
fis-5493	252	5	web	web	NOUN
fis-5493	252	6	buckling	buckling	NOUN
fis-5493	252	7	loads	load	NOUN
fis-5493	252	8	were	be	AUX
fis-5493	252	9	29.65	29.65	NUM
fis-5493	252	10	,	,	PUNCT
fis-5493	252	11	a.	a.	NOUN
fis-5493	252	12	m.	m.	NOUN
fis-5493	252	13	almastri	almastri	VERB
fis-5493	252	14	et	et	PROPN
fis-5493	252	15	alii	alii	PROPN
fis-5493	252	16	,	,	PUNCT
fis-5493	252	17	fracture	fracture	ADJ
fis-5493	252	18	and	and	CCONJ
fis-5493	252	19	structural	structural	ADJ
fis-5493	252	20	integrity	integrity	NOUN
fis-5493	252	21	,	,	PUNCT
fis-5493	252	22	74	74	NUM
fis-5493	252	23	(	(	PUNCT
fis-5493	252	24	2025	2025	NUM
fis-5493	252	25	)	)	PUNCT
fis-5493	252	26	342	342	NUM
fis-5493	252	27	-	-	SYM
fis-5493	252	28	357	357	NUM
fis-5493	252	29	;	;	PUNCT
fis-5493	252	30	doi	doi	NOUN
fis-5493	252	31	:	:	PUNCT
fis-5493	252	32	10.3221	10.3221	NUM
fis-5493	252	33	/	/	SYM
fis-5493	252	34	igf	igf	PROPN
fis-5493	252	35	-	-	ADJ
fis-5493	253	1	esis.74.21	esis.74.21	VERB
fis-5493	253	2	351	351	NUM
fis-5493	253	3	25.25	25.25	NUM
fis-5493	253	4	and	and	CCONJ
fis-5493	253	5	29.30	29.30	NUM
fis-5493	253	6	kn	kn	PROPN
fis-5493	253	7	for	for	ADP
fis-5493	253	8	1h	1h	NUM
fis-5493	253	9	=	=	SYM
fis-5493	253	10	400	400	NUM
fis-5493	253	11	,	,	PUNCT
fis-5493	253	12	240	240	NUM
fis-5493	253	13	and	and	CCONJ
fis-5493	253	14	80	80	NUM
fis-5493	253	15	mm	mm	NOUN
fis-5493	253	16	girders	girder	NOUN
fis-5493	253	17	,	,	PUNCT
fis-5493	253	18	respectively	respectively	ADV
fis-5493	253	19	.	.	PUNCT
fis-5493	254	1	the	the	DET
fis-5493	254	2	web	web	NOUN
fis-5493	254	3	buckling	buckling	NOUN
fis-5493	254	4	capacity	capacity	NOUN
fis-5493	254	5	is	be	AUX
fis-5493	254	6	not	not	PART
fis-5493	254	7	highly	highly	ADV
fis-5493	254	8	dependent	dependent	ADJ
fis-5493	254	9	on	on	ADP
fis-5493	254	10	step	step	NOUN
fis-5493	254	11	height	height	NOUN
fis-5493	254	12	and	and	CCONJ
fis-5493	254	13	is	be	AUX
fis-5493	254	14	considerably	considerably	ADV
fis-5493	254	15	below	below	ADP
fis-5493	254	16	the	the	DET
fis-5493	254	17	local	local	ADJ
fis-5493	254	18	web	web	NOUN
fis-5493	254	19	buckling	buckling	NOUN
fis-5493	254	20	capacity	capacity	NOUN
fis-5493	254	21	of	of	ADP
fis-5493	254	22	the	the	DET
fis-5493	254	23	prismatic	prismatic	ADJ
fis-5493	254	24	girder	girder	NOUN
fis-5493	254	25	.	.	PUNCT
fis-5493	255	1	the	the	DET
fis-5493	255	2	step	step	NOUN
fis-5493	255	3	causes	cause	VERB
fis-5493	255	4	a	a	DET
fis-5493	255	5	discontinuity	discontinuity	NOUN
fis-5493	255	6	in	in	ADP
fis-5493	255	7	the	the	DET
fis-5493	255	8	top	top	ADJ
fis-5493	255	9	flange	flange	NOUN
fis-5493	255	10	,	,	PUNCT
fis-5493	255	11	disrupting	disrupt	VERB
fis-5493	255	12	its	its	PRON
fis-5493	255	13	ability	ability	NOUN
fis-5493	255	14	to	to	PART
fis-5493	255	15	transfer	transfer	VERB
fis-5493	255	16	compressive	compressive	ADJ
fis-5493	255	17	stress	stress	NOUN
fis-5493	255	18	.	.	PUNCT
fis-5493	256	1	some	some	PRON
fis-5493	256	2	of	of	ADP
fis-5493	256	3	this	this	DET
fis-5493	256	4	compressive	compressive	ADJ
fis-5493	256	5	stress	stress	NOUN
fis-5493	256	6	is	be	AUX
fis-5493	256	7	transferred	transfer	VERB
fis-5493	256	8	through	through	ADP
fis-5493	256	9	the	the	DET
fis-5493	256	10	web	web	NOUN
fis-5493	256	11	,	,	PUNCT
fis-5493	256	12	which	which	PRON
fis-5493	256	13	causes	cause	VERB
fis-5493	256	14	the	the	DET
fis-5493	256	15	web	web	NOUN
fis-5493	256	16	to	to	PART
fis-5493	256	17	buckle	buckle	VERB
fis-5493	256	18	at	at	ADP
fis-5493	256	19	the	the	DET
fis-5493	256	20	step	step	NOUN
fis-5493	256	21	location	location	NOUN
fis-5493	256	22	.	.	PUNCT
fis-5493	257	1	however	however	ADV
fis-5493	257	2	,	,	PUNCT
fis-5493	257	3	there	there	PRON
fis-5493	257	4	is	be	VERB
fis-5493	257	5	no	no	DET
fis-5493	257	6	external	external	ADJ
fis-5493	257	7	load	load	NOUN
fis-5493	257	8	there	there	ADV
fis-5493	257	9	.	.	PUNCT
fis-5493	258	1	these	these	DET
fis-5493	258	2	compressive	compressive	ADJ
fis-5493	258	3	stresses	stress	NOUN
fis-5493	258	4	are	be	AUX
fis-5493	258	5	related	relate	VERB
fis-5493	258	6	mainly	mainly	ADV
fis-5493	258	7	to	to	ADP
fis-5493	258	8	the	the	DET
fis-5493	258	9	applied	apply	VERB
fis-5493	258	10	load	load	NOUN
fis-5493	258	11	and	and	CCONJ
fis-5493	258	12	the	the	DET
fis-5493	258	13	girder	girder	NOUN
fis-5493	258	14	span	span	NOUN
fis-5493	258	15	,	,	PUNCT
fis-5493	258	16	so	so	CCONJ
fis-5493	258	17	if	if	SCONJ
fis-5493	258	18	the	the	DET
fis-5493	258	19	girder	girder	NOUN
fis-5493	258	20	span	span	NOUN
fis-5493	258	21	is	be	AUX
fis-5493	258	22	decreased	decrease	VERB
fis-5493	258	23	,	,	PUNCT
fis-5493	258	24	the	the	DET
fis-5493	258	25	web	web	NOUN
fis-5493	258	26	buckling	buckling	NOUN
fis-5493	258	27	capacity	capacity	NOUN
fis-5493	258	28	at	at	ADP
fis-5493	258	29	the	the	DET
fis-5493	258	30	step	step	NOUN
fis-5493	258	31	is	be	AUX
fis-5493	258	32	expected	expect	VERB
fis-5493	258	33	to	to	PART
fis-5493	258	34	increase	increase	VERB
fis-5493	258	35	.	.	PUNCT
fis-5493	259	1	the	the	DET
fis-5493	259	2	buckling	buckle	VERB
fis-5493	259	3	load	load	NOUN
fis-5493	259	4	versus	versus	ADP
fis-5493	259	5	step	step	NOUN
fis-5493	259	6	depth	depth	NOUN
fis-5493	259	7	is	be	AUX
fis-5493	259	8	plotted	plot	VERB
fis-5493	259	9	in	in	ADP
fis-5493	259	10	fig	fig	NOUN
fis-5493	259	11	.	.	PUNCT
fis-5493	260	1	10	10	NUM
fis-5493	260	2	for	for	ADP
fis-5493	260	3	girders	girder	NOUN
fis-5493	260	4	with	with	ADP
fis-5493	260	5	different	different	ADJ
fis-5493	260	6	practical	practical	ADJ
fis-5493	260	7	2h	2h	NUM
fis-5493	260	8	depths	depth	NOUN
fis-5493	260	9	,	,	PUNCT
fis-5493	260	10	namely	namely	ADV
fis-5493	260	11	1000	1000	NUM
fis-5493	260	12	,	,	PUNCT
fis-5493	260	13	800	800	NUM
fis-5493	260	14	,	,	PUNCT
fis-5493	260	15	and	and	CCONJ
fis-5493	260	16	600	600	NUM
fis-5493	260	17	mm	mm	NOUN
fis-5493	260	18	.	.	PUNCT
fis-5493	261	1	the	the	DET
fis-5493	261	2	figure	figure	NOUN
fis-5493	261	3	shows	show	VERB
fis-5493	261	4	values	value	NOUN
fis-5493	261	5	for	for	ADP
fis-5493	261	6	two	two	NUM
fis-5493	261	7	buckling	buckle	VERB
fis-5493	261	8	modes	mode	NOUN
fis-5493	261	9	;	;	PUNCT
fis-5493	261	10	one	one	NUM
fis-5493	261	11	buckling	buckling	NOUN
fis-5493	261	12	occurs	occur	VERB
fis-5493	261	13	under	under	ADP
fis-5493	261	14	the	the	DET
fis-5493	261	15	applied	apply	VERB
fis-5493	261	16	concentrated	concentrated	ADJ
fis-5493	261	17	load	load	NOUN
fis-5493	261	18	at	at	ADP
fis-5493	261	19	the	the	DET
fis-5493	261	20	middle	middle	NOUN
fis-5493	261	21	of	of	ADP
fis-5493	261	22	the	the	DET
fis-5493	261	23	girder	girder	NOUN
fis-5493	261	24	,	,	PUNCT
fis-5493	261	25	and	and	CCONJ
fis-5493	261	26	the	the	DET
fis-5493	261	27	other	other	ADJ
fis-5493	261	28	at	at	ADP
fis-5493	261	29	the	the	DET
fis-5493	261	30	step	step	NOUN
fis-5493	261	31	.	.	PUNCT
fis-5493	262	1	the	the	DET
fis-5493	262	2	lower	low	ADJ
fis-5493	262	3	value	value	NOUN
fis-5493	262	4	buckling	buckling	NOUN
fis-5493	262	5	is	be	AUX
fis-5493	262	6	the	the	DET
fis-5493	262	7	first	first	ADJ
fis-5493	262	8	buckling	buckle	VERB
fis-5493	262	9	mode	mode	NOUN
fis-5493	262	10	,	,	PUNCT
fis-5493	262	11	while	while	SCONJ
fis-5493	262	12	the	the	DET
fis-5493	262	13	other	other	ADJ
fis-5493	262	14	is	be	AUX
fis-5493	262	15	the	the	DET
fis-5493	262	16	higher	high	ADJ
fis-5493	262	17	one	one	NOUN
fis-5493	262	18	.	.	PUNCT
fis-5493	263	1	when	when	SCONJ
fis-5493	263	2	1	1	NUM
fis-5493	263	3	2	2	NUM
fis-5493	263	4	/	/	SYM
fis-5493	263	5	h	h	NOUN
fis-5493	263	6	h	h	NOUN
fis-5493	263	7	=	=	NOUN
fis-5493	263	8	0.9	0.9	NUM
fis-5493	263	9	(	(	PUNCT
fis-5493	263	10	10	10	NUM
fis-5493	263	11	%	%	NOUN
fis-5493	263	12	step	step	NOUN
fis-5493	263	13	)	)	PUNCT
fis-5493	264	1	,	,	PUNCT
fis-5493	264	2	the	the	DET
fis-5493	264	3	first	first	ADJ
fis-5493	264	4	buckling	buckle	VERB
fis-5493	264	5	mode	mode	NOUN
fis-5493	264	6	was	be	AUX
fis-5493	264	7	the	the	DET
fis-5493	264	8	buckling	buckling	NOUN
fis-5493	264	9	at	at	ADP
fis-5493	264	10	the	the	DET
fis-5493	264	11	load	load	NOUN
fis-5493	264	12	location	location	NOUN
fis-5493	264	13	.	.	PUNCT
fis-5493	265	1	however	however	ADV
fis-5493	265	2	,	,	PUNCT
fis-5493	265	3	when	when	SCONJ
fis-5493	265	4	the	the	DET
fis-5493	265	5	step	step	NOUN
fis-5493	265	6	is	be	AUX
fis-5493	265	7	higher	high	ADJ
fis-5493	265	8	than	than	ADP
fis-5493	265	9	this	this	PRON
fis-5493	265	10	,	,	PUNCT
fis-5493	265	11	the	the	DET
fis-5493	265	12	buckling	buckling	NOUN
fis-5493	265	13	at	at	ADP
fis-5493	265	14	the	the	DET
fis-5493	265	15	step	step	NOUN
fis-5493	265	16	becomes	become	VERB
fis-5493	265	17	dominant	dominant	ADJ
fis-5493	265	18	.	.	PUNCT
fis-5493	266	1	the	the	DET
fis-5493	266	2	buckling	buckle	VERB
fis-5493	266	3	strength	strength	NOUN
fis-5493	266	4	reduces	reduce	VERB
fis-5493	266	5	quickly	quickly	ADV
fis-5493	266	6	as	as	SCONJ
fis-5493	266	7	the	the	DET
fis-5493	266	8	step	step	NOUN
fis-5493	266	9	increases	increase	VERB
fis-5493	266	10	to	to	ADP
fis-5493	266	11	about	about	ADP
fis-5493	266	12	50	50	NUM
fis-5493	266	13	%	%	NOUN
fis-5493	266	14	of	of	ADP
fis-5493	266	15	the	the	DET
fis-5493	266	16	section	section	NOUN
fis-5493	266	17	depth	depth	NOUN
fis-5493	266	18	.	.	PUNCT
fis-5493	267	1	after	after	ADP
fis-5493	267	2	that	that	PRON
fis-5493	267	3	,	,	PUNCT
fis-5493	267	4	increasing	increase	VERB
fis-5493	267	5	the	the	DET
fis-5493	267	6	step	step	NOUN
fis-5493	267	7	will	will	AUX
fis-5493	267	8	barely	barely	ADV
fis-5493	267	9	affect	affect	VERB
fis-5493	267	10	the	the	DET
fis-5493	267	11	buckling	buckle	VERB
fis-5493	267	12	load	load	NOUN
fis-5493	267	13	.	.	PUNCT
fis-5493	268	1	the	the	DET
fis-5493	268	2	curve	curve	NOUN
fis-5493	268	3	of	of	ADP
fis-5493	268	4	the	the	DET
fis-5493	268	5	buckling	buckling	NOUN
fis-5493	268	6	at	at	ADP
fis-5493	268	7	the	the	DET
fis-5493	268	8	load	load	NOUN
fis-5493	268	9	showed	show	VERB
fis-5493	268	10	a	a	DET
fis-5493	268	11	drop	drop	NOUN
fis-5493	268	12	in	in	ADP
fis-5493	268	13	value	value	NOUN
fis-5493	268	14	at	at	ADP
fis-5493	268	15	some	some	PRON
fis-5493	268	16	of	of	ADP
fis-5493	268	17	the	the	DET
fis-5493	268	18	step	step	NOUN
fis-5493	268	19	thicknesses	thickness	NOUN
fis-5493	268	20	due	due	ADP
fis-5493	268	21	to	to	ADP
fis-5493	268	22	some	some	DET
fis-5493	268	23	interaction	interaction	NOUN
fis-5493	268	24	between	between	ADP
fis-5493	268	25	the	the	DET
fis-5493	268	26	buckling	buckling	NOUN
fis-5493	268	27	of	of	ADP
fis-5493	268	28	the	the	DET
fis-5493	268	29	two	two	NUM
fis-5493	268	30	locations	location	NOUN
fis-5493	268	31	.	.	PUNCT
fis-5493	269	1	the	the	DET
fis-5493	269	2	buckling	buckle	VERB
fis-5493	269	3	capacity	capacity	NOUN
fis-5493	269	4	reduction	reduction	NOUN
fis-5493	269	5	reached	reach	VERB
fis-5493	269	6	about	about	ADV
fis-5493	269	7	73	73	NUM
fis-5493	269	8	%	%	NOUN
fis-5493	269	9	(	(	PUNCT
fis-5493	269	10	from	from	ADP
fis-5493	269	11	around	around	ADP
fis-5493	269	12	100	100	NUM
fis-5493	269	13	kn	kn	NOUN
fis-5493	269	14	to	to	ADP
fis-5493	269	15	around	around	ADV
fis-5493	269	16	27	27	NUM
fis-5493	269	17	kn	kn	PROPN
fis-5493	269	18	)	)	PUNCT
fis-5493	269	19	for	for	ADP
fis-5493	269	20	the	the	DET
fis-5493	269	21	case	case	NOUN
fis-5493	269	22	of	of	ADP
fis-5493	269	23	1	1	NUM
fis-5493	269	24	2	2	NUM
fis-5493	269	25	/	/	SYM
fis-5493	269	26	h	h	NOUN
fis-5493	269	27	h	h	NOUN
fis-5493	269	28	=	=	NOUN
fis-5493	269	29	0.3	0.3	NUM
fis-5493	269	30	and	and	CCONJ
fis-5493	269	31	h2	h2	NOUN
fis-5493	269	32	=	=	PUNCT
fis-5493	269	33	600	600	NUM
fis-5493	269	34	mm	mm	NOUN
fis-5493	269	35	.	.	PUNCT
fis-5493	270	1	(	(	PUNCT
fis-5493	270	2	a	a	X
fis-5493	270	3	)	)	PUNCT
fis-5493	270	4	(	(	PUNCT
fis-5493	270	5	b	b	X
fis-5493	270	6	)	)	PUNCT
fis-5493	270	7	(	(	PUNCT
fis-5493	270	8	c	c	X
fis-5493	270	9	)	)	PUNCT
fis-5493	270	10	figure	figure	NOUN
fis-5493	270	11	10	10	NUM
fis-5493	270	12	:	:	PUNCT
fis-5493	270	13	buckling	buckle	VERB
fis-5493	270	14	load	load	NOUN
fis-5493	270	15	versus	versus	ADP
fis-5493	270	16	step	step	NOUN
fis-5493	270	17	depth	depth	NOUN
fis-5493	270	18	considering	consider	VERB
fis-5493	270	19	buckling	buckle	VERB
fis-5493	270	20	either	either	CCONJ
fis-5493	270	21	at	at	ADP
fis-5493	270	22	the	the	DET
fis-5493	270	23	applied	apply	VERB
fis-5493	270	24	load	load	NOUN
fis-5493	270	25	(	(	PUNCT
fis-5493	270	26	middle	middle	NOUN
fis-5493	270	27	of	of	ADP
fis-5493	270	28	the	the	DET
fis-5493	270	29	girder	girder	NOUN
fis-5493	270	30	)	)	PUNCT
fis-5493	270	31	or	or	CCONJ
fis-5493	270	32	at	at	ADP
fis-5493	270	33	the	the	DET
fis-5493	270	34	step	step	NOUN
fis-5493	270	35	,	,	PUNCT
fis-5493	270	36	for	for	ADP
fis-5493	270	37	(	(	PUNCT
fis-5493	270	38	a	a	DET
fis-5493	270	39	)	)	PUNCT
fis-5493	270	40	h2	h2	NOUN
fis-5493	270	41	=	=	SYM
fis-5493	270	42	1000	1000	NUM
fis-5493	270	43	mm	mm	NOUN
fis-5493	270	44	,	,	PUNCT
fis-5493	270	45	(	(	PUNCT
fis-5493	270	46	b	b	X
fis-5493	270	47	)	)	PUNCT
fis-5493	270	48	h2	h2	NOUN
fis-5493	270	49	=	=	SYM
fis-5493	270	50	800	800	NUM
fis-5493	270	51	mm	mm	NOUN
fis-5493	270	52	,	,	PUNCT
fis-5493	270	53	and	and	CCONJ
fis-5493	270	54	(	(	PUNCT
fis-5493	270	55	c	c	X
fis-5493	270	56	)	)	PUNCT
fis-5493	270	57	h2	h2	NOUN
fis-5493	270	58	=	=	NOUN
fis-5493	271	1	600	600	NUM
fis-5493	271	2	mm	mm	NOUN
fis-5493	271	3	.	.	PUNCT
fis-5493	272	1	step	step	NOUN
fis-5493	272	2	location	location	NOUN
fis-5493	272	3	the	the	DET
fis-5493	272	4	buckling	buckle	VERB
fis-5493	272	5	behavior	behavior	NOUN
fis-5493	272	6	of	of	ADP
fis-5493	272	7	the	the	DET
fis-5493	272	8	girder	girder	NOUN
fis-5493	272	9	was	be	AUX
fis-5493	272	10	modeled	model	VERB
fis-5493	272	11	for	for	ADP
fis-5493	272	12	girders	girder	NOUN
fis-5493	272	13	with	with	ADP
fis-5493	272	14	the	the	DET
fis-5493	272	15	section	section	NOUN
fis-5493	272	16	step	step	NOUN
fis-5493	272	17	being	be	AUX
fis-5493	272	18	at	at	ADP
fis-5493	272	19	the	the	DET
fis-5493	272	20	top	top	ADJ
fis-5493	272	21	compression	compression	NOUN
fis-5493	272	22	flange	flange	NOUN
fis-5493	272	23	and	and	CCONJ
fis-5493	272	24	once	once	ADV
fis-5493	272	25	again	again	ADV
fis-5493	272	26	at	at	ADP
fis-5493	272	27	the	the	DET
fis-5493	272	28	bottom	bottom	ADJ
fis-5493	272	29	tension	tension	NOUN
fis-5493	272	30	flange	flange	NOUN
fis-5493	272	31	of	of	ADP
fis-5493	272	32	a	a	DET
fis-5493	272	33	supported	support	VERB
fis-5493	272	34	girder	girder	NOUN
fis-5493	272	35	.	.	PUNCT
fis-5493	273	1	the	the	DET
fis-5493	273	2	girder	girder	NOUN
fis-5493	273	3	is	be	AUX
fis-5493	273	4	subjected	subject	VERB
fis-5493	273	5	to	to	ADP
fis-5493	273	6	one	one	NUM
fis-5493	273	7	concentrated	concentrated	ADJ
fis-5493	273	8	load	load	NOUN
fis-5493	273	9	at	at	ADP
fis-5493	273	10	the	the	DET
fis-5493	273	11	middle	middle	NOUN
fis-5493	273	12	of	of	ADP
fis-5493	273	13	the	the	DET
fis-5493	273	14	top	top	ADJ
fis-5493	273	15	flange	flange	NOUN
fis-5493	273	16	.	.	PUNCT
fis-5493	274	1	the	the	DET
fis-5493	274	2	girder	girder	NOUN
fis-5493	274	3	has	have	VERB
fis-5493	274	4	dimensions	dimension	NOUN
fis-5493	274	5	b	b	NOUN
fis-5493	274	6	=	=	SYM
fis-5493	274	7	300	300	NUM
fis-5493	274	8	mm	mm	NOUN
fis-5493	274	9	,	,	PUNCT
fis-5493	274	10	wt	wt	NOUN
fis-5493	274	11	=	=	SYM
fis-5493	274	12	4	4	NUM
fis-5493	274	13	mm	mm	NOUN
fis-5493	274	14	,	,	PUNCT
fis-5493	274	15	ft	ft	NOUN
fis-5493	274	16	=	=	SYM
fis-5493	274	17	16	16	NUM
fis-5493	274	18	mm	mm	NOUN
fis-5493	274	19	,	,	PUNCT
fis-5493	274	20	1h	1h	NUM
fis-5493	274	21	=	=	SYM
fis-5493	274	22	400	400	NUM
fis-5493	274	23	mm	mm	NOUN
fis-5493	274	24	,	,	PUNCT
fis-5493	274	25	2h	2h	NUM
fis-5493	274	26	=	=	SYM
fis-5493	274	27	800	800	NUM
fis-5493	274	28	mm	mm	NOUN
fis-5493	274	29	,	,	PUNCT
fis-5493	274	30	span	span	NOUN
fis-5493	274	31	of	of	ADP
fis-5493	274	32	10	10	NUM
fis-5493	274	33	m	m	NOUN
fis-5493	274	34	,	,	PUNCT
fis-5493	274	35	1l	1l	NUM
fis-5493	274	36	=	=	SYM
fis-5493	274	37	3	3	NUM
fis-5493	274	38	m	m	NOUN
fis-5493	274	39	,	,	PUNCT
fis-5493	274	40	and	and	CCONJ
fis-5493	274	41	2l	2l	NUM
fis-5493	274	42	=	=	SYM
fis-5493	274	43	4	4	NUM
fis-5493	274	44	m.	m.	NOUN
fis-5493	274	45	the	the	DET
fis-5493	274	46	girder	girder	NOUN
fis-5493	274	47	is	be	AUX
fis-5493	274	48	laterally	laterally	ADV
fis-5493	274	49	supported	support	VERB
fis-5493	274	50	at	at	ADP
fis-5493	274	51	the	the	DET
fis-5493	274	52	ends	end	NOUN
fis-5493	274	53	and	and	CCONJ
fis-5493	274	54	in	in	ADP
fis-5493	274	55	the	the	DET
fis-5493	274	56	middle	middle	NOUN
fis-5493	274	57	of	of	ADP
fis-5493	274	58	the	the	DET
fis-5493	274	59	top	top	ADJ
fis-5493	274	60	flange	flange	NOUN
fis-5493	274	61	.	.	PUNCT
fis-5493	275	1	the	the	DET
fis-5493	275	2	first	first	ADJ
fis-5493	275	3	buckling	buckle	VERB
fis-5493	275	4	mode	mode	NOUN
fis-5493	275	5	shapes	shape	NOUN
fis-5493	275	6	of	of	ADP
fis-5493	275	7	stepped	step	VERB
fis-5493	275	8	girders	girder	NOUN
fis-5493	275	9	are	be	AUX
fis-5493	275	10	illustrated	illustrate	VERB
fis-5493	275	11	in	in	ADP
fis-5493	275	12	fig	fig	NOUN
fis-5493	275	13	.	.	PUNCT
fis-5493	276	1	11	11	NUM
fis-5493	276	2	,	,	PUNCT
fis-5493	276	3	along	along	ADP
fis-5493	276	4	with	with	ADP
fis-5493	276	5	the	the	DET
fis-5493	276	6	results	result	NOUN
fis-5493	276	7	of	of	ADP
fis-5493	276	8	the	the	DET
fis-5493	276	9	prismatic	prismatic	ADJ
fis-5493	276	10	girders	girder	NOUN
fis-5493	276	11	.	.	PUNCT
fis-5493	277	1	the	the	DET
fis-5493	277	2	girder	girder	NOUN
fis-5493	277	3	with	with	ADP
fis-5493	277	4	the	the	DET
fis-5493	277	5	step	step	NOUN
fis-5493	277	6	made	make	VERB
fis-5493	277	7	in	in	ADP
fis-5493	277	8	the	the	DET
fis-5493	277	9	lower	low	ADJ
fis-5493	277	10	flange	flange	NOUN
fis-5493	277	11	showed	show	VERB
fis-5493	277	12	local	local	ADJ
fis-5493	277	13	buckling	buckling	NOUN
fis-5493	277	14	at	at	ADP
fis-5493	277	15	the	the	DET
fis-5493	277	16	applied	apply	VERB
fis-5493	277	17	load	load	NOUN
fis-5493	277	18	location	location	NOUN
fis-5493	277	19	rather	rather	ADV
fis-5493	277	20	than	than	ADP
fis-5493	277	21	at	at	ADP
fis-5493	277	22	a.	a.	NOUN
fis-5493	277	23	m.	m.	PROPN
fis-5493	277	24	almastri	almastri	PROPN
fis-5493	277	25	et	et	PROPN
fis-5493	277	26	alii	alii	PROPN
fis-5493	277	27	,	,	PUNCT
fis-5493	277	28	fracture	fracture	ADJ
fis-5493	277	29	and	and	CCONJ
fis-5493	277	30	structural	structural	ADJ
fis-5493	277	31	integrity	integrity	NOUN
fis-5493	277	32	,	,	PUNCT
fis-5493	277	33	74	74	NUM
fis-5493	277	34	(	(	PUNCT
fis-5493	277	35	2025	2025	NUM
fis-5493	277	36	)	)	PUNCT
fis-5493	277	37	342	342	NUM
fis-5493	277	38	-	-	SYM
fis-5493	277	39	357	357	NUM
fis-5493	277	40	;	;	PUNCT
fis-5493	277	41	doi	doi	NOUN
fis-5493	277	42	:	:	PUNCT
fis-5493	277	43	10.3221	10.3221	NUM
fis-5493	277	44	/	/	SYM
fis-5493	277	45	igf	igf	PROPN
fis-5493	277	46	-	-	ADJ
fis-5493	277	47	esis.74.21	esis.74.21	VERB
fis-5493	277	48	352	352	NUM
fis-5493	277	49	the	the	DET
fis-5493	277	50	step	step	NOUN
fis-5493	277	51	location	location	NOUN
fis-5493	277	52	,	,	PUNCT
fis-5493	277	53	with	with	ADP
fis-5493	277	54	a	a	DET
fis-5493	277	55	buckling	buckle	VERB
fis-5493	277	56	strength	strength	NOUN
fis-5493	277	57	of	of	ADP
fis-5493	277	58	67.65	67.65	NUM
fis-5493	277	59	kn	kn	PROPN
fis-5493	277	60	.	.	PUNCT
fis-5493	278	1	it	it	PRON
fis-5493	278	2	is	be	AUX
fis-5493	278	3	close	close	ADJ
fis-5493	278	4	to	to	ADP
fis-5493	278	5	the	the	DET
fis-5493	278	6	value	value	NOUN
fis-5493	278	7	of	of	ADP
fis-5493	278	8	the	the	DET
fis-5493	278	9	prismatic	prismatic	ADJ
fis-5493	278	10	girder	girder	NOUN
fis-5493	278	11	with	with	ADP
fis-5493	278	12	h	h	NOUN
fis-5493	278	13	=	=	SYM
fis-5493	278	14	800	800	NUM
fis-5493	278	15	mm	mm	NOUN
fis-5493	278	16	,	,	PUNCT
fis-5493	278	17	which	which	PRON
fis-5493	278	18	was	be	AUX
fis-5493	278	19	73.15	73.15	NUM
fis-5493	278	20	kn	kn	PROPN
fis-5493	278	21	,	,	PUNCT
fis-5493	278	22	which	which	PRON
fis-5493	278	23	indicates	indicate	VERB
fis-5493	278	24	that	that	SCONJ
fis-5493	278	25	the	the	DET
fis-5493	278	26	step	step	NOUN
fis-5493	278	27	effect	effect	NOUN
fis-5493	278	28	is	be	AUX
fis-5493	278	29	limited	limit	VERB
fis-5493	278	30	when	when	SCONJ
fis-5493	278	31	it	it	PRON
fis-5493	278	32	is	be	AUX
fis-5493	278	33	in	in	ADP
fis-5493	278	34	the	the	DET
fis-5493	278	35	tension	tension	NOUN
fis-5493	278	36	flange	flange	NOUN
fis-5493	278	37	.	.	PUNCT
fis-5493	279	1	figure	figure	NOUN
fis-5493	279	2	11	11	NUM
fis-5493	279	3	:	:	PUNCT
fis-5493	279	4	web	web	NOUN
fis-5493	279	5	buckling	buckling	NOUN
fis-5493	279	6	for	for	ADP
fis-5493	279	7	prismatic	prismatic	ADJ
fis-5493	279	8	girders	girder	NOUN
fis-5493	279	9	(	(	PUNCT
fis-5493	279	10	a	a	NOUN
fis-5493	279	11	)	)	PUNCT
fis-5493	279	12	h	h	NOUN
fis-5493	279	13	=	=	SYM
fis-5493	279	14	800	800	NUM
fis-5493	279	15	mm	mm	NOUN
fis-5493	279	16	,	,	PUNCT
fis-5493	279	17	(	(	PUNCT
fis-5493	279	18	b	b	NOUN
fis-5493	279	19	)	)	PUNCT
fis-5493	279	20	h	h	NOUN
fis-5493	279	21	=	=	NOUN
fis-5493	279	22	400	400	NUM
fis-5493	279	23	mm	mm	NOUN
fis-5493	279	24	,	,	PUNCT
fis-5493	279	25	and	and	CCONJ
fis-5493	279	26	stepped	step	VERB
fis-5493	279	27	girders	girder	NOUN
fis-5493	279	28	(	(	PUNCT
fis-5493	279	29	c	c	X
fis-5493	279	30	)	)	PUNCT
fis-5493	279	31	1h	1h	NUM
fis-5493	279	32	=	=	SYM
fis-5493	279	33	400	400	NUM
fis-5493	279	34	mm	mm	NOUN
fis-5493	279	35	,	,	PUNCT
fis-5493	279	36	2h	2h	NUM
fis-5493	279	37	=	=	SYM
fis-5493	279	38	800	800	NUM
fis-5493	279	39	mm	mm	NOUN
fis-5493	279	40	,	,	PUNCT
fis-5493	279	41	step	step	NOUN
fis-5493	279	42	at	at	ADP
fis-5493	279	43	the	the	DET
fis-5493	279	44	top	top	ADJ
fis-5493	279	45	flange	flange	NOUN
fis-5493	279	46	,	,	PUNCT
fis-5493	279	47	and	and	CCONJ
fis-5493	279	48	(	(	PUNCT
fis-5493	279	49	d	d	X
fis-5493	279	50	)	)	PUNCT
fis-5493	279	51	1h	1h	NUM
fis-5493	279	52	=	=	SYM
fis-5493	279	53	240	240	NUM
fis-5493	279	54	mm	mm	NOUN
fis-5493	279	55	,	,	PUNCT
fis-5493	279	56	2h	2h	NUM
fis-5493	279	57	=	=	SYM
fis-5493	279	58	800	800	NUM
fis-5493	279	59	mm	mm	NOUN
fis-5493	279	60	,	,	PUNCT
fis-5493	279	61	step	step	NOUN
fis-5493	279	62	at	at	ADP
fis-5493	279	63	the	the	DET
fis-5493	279	64	bottom	bottom	ADJ
fis-5493	279	65	flange	flange	NOUN
fis-5493	279	66	.	.	PUNCT
fis-5493	280	1	all	all	DET
fis-5493	280	2	girders	girder	NOUN
fis-5493	280	3	have	have	VERB
fis-5493	280	4	the	the	DET
fis-5493	280	5	same	same	ADJ
fis-5493	280	6	deformation	deformation	NOUN
fis-5493	280	7	scale	scale	NOUN
fis-5493	280	8	factor	factor	NOUN
fis-5493	280	9	=	=	SYM
fis-5493	280	10	1000	1000	NUM
fis-5493	280	11	.	.	PUNCT
fis-5493	281	1	boundary	boundary	ADJ
fis-5493	281	2	conditions	condition	NOUN
fis-5493	281	3	the	the	DET
fis-5493	281	4	effect	effect	NOUN
fis-5493	281	5	of	of	ADP
fis-5493	281	6	two	two	NUM
fis-5493	281	7	boundary	boundary	ADJ
fis-5493	281	8	condition	condition	NOUN
fis-5493	281	9	types	type	NOUN
fis-5493	281	10	is	be	AUX
fis-5493	281	11	investigated	investigate	VERB
fis-5493	281	12	here	here	ADV
fis-5493	281	13	:	:	PUNCT
fis-5493	281	14	simply	simply	ADV
fis-5493	281	15	supporting	support	VERB
fis-5493	281	16	and	and	CCONJ
fis-5493	281	17	fixed	fix	VERB
fis-5493	281	18	supporting	support	VERB
fis-5493	281	19	boundary	boundary	ADJ
fis-5493	281	20	conditions	condition	NOUN
fis-5493	281	21	.	.	PUNCT
fis-5493	282	1	for	for	ADP
fis-5493	282	2	the	the	DET
fis-5493	282	3	supported	support	VERB
fis-5493	282	4	case	case	NOUN
fis-5493	282	5	,	,	PUNCT
fis-5493	282	6	the	the	DET
fis-5493	282	7	edge	edge	NOUN
fis-5493	282	8	of	of	ADP
fis-5493	282	9	the	the	DET
fis-5493	282	10	bottom	bottom	ADJ
fis-5493	282	11	flange	flange	NOUN
fis-5493	282	12	was	be	AUX
fis-5493	282	13	restrained	restrain	VERB
fis-5493	282	14	from	from	ADP
fis-5493	282	15	movement	movement	NOUN
fis-5493	282	16	in	in	ADP
fis-5493	282	17	the	the	DET
fis-5493	282	18	three	three	NUM
fis-5493	282	19	directions	direction	NOUN
fis-5493	282	20	,	,	PUNCT
fis-5493	282	21	similar	similar	ADJ
fis-5493	282	22	to	to	ADP
fis-5493	282	23	fig	fig	NOUN
fis-5493	282	24	.	.	PUNCT
fis-5493	283	1	3a	3a	NUM
fis-5493	283	2	.	.	PUNCT
fis-5493	284	1	on	on	ADP
fis-5493	284	2	the	the	DET
fis-5493	284	3	other	other	ADJ
fis-5493	284	4	hand	hand	NOUN
fis-5493	284	5	,	,	PUNCT
fis-5493	284	6	for	for	ADP
fis-5493	284	7	the	the	DET
fis-5493	284	8	fixed	fix	VERB
fis-5493	284	9	-	-	PUNCT
fis-5493	284	10	supported	support	VERB
fis-5493	284	11	case	case	NOUN
fis-5493	284	12	,	,	PUNCT
fis-5493	284	13	all	all	DET
fis-5493	284	14	the	the	DET
fis-5493	284	15	nodes	node	NOUN
fis-5493	284	16	at	at	ADP
fis-5493	284	17	the	the	DET
fis-5493	284	18	girder	girder	NOUN
fis-5493	284	19	’s	’s	PART
fis-5493	284	20	ends	end	NOUN
fis-5493	284	21	(	(	PUNCT
fis-5493	284	22	at	at	ADP
fis-5493	284	23	the	the	DET
fis-5493	284	24	flanges	flange	NOUN
fis-5493	284	25	and	and	CCONJ
fis-5493	284	26	the	the	DET
fis-5493	284	27	web	web	NOUN
fis-5493	284	28	)	)	PUNCT
fis-5493	284	29	were	be	AUX
fis-5493	284	30	restrained	restrain	VERB
fis-5493	284	31	against	against	ADP
fis-5493	284	32	translations	translation	NOUN
fis-5493	284	33	and	and	CCONJ
fis-5493	284	34	rotations	rotation	NOUN
fis-5493	284	35	.	.	PUNCT
fis-5493	285	1	the	the	DET
fis-5493	285	2	modeled	model	VERB
fis-5493	285	3	girder	girder	NOUN
fis-5493	285	4	has	have	VERB
fis-5493	285	5	dimensions	dimension	NOUN
fis-5493	285	6	b	b	NOUN
fis-5493	285	7	=	=	SYM
fis-5493	285	8	300	300	NUM
fis-5493	285	9	mm	mm	NOUN
fis-5493	285	10	,	,	PUNCT
fis-5493	285	11	wt	wt	NOUN
fis-5493	285	12	=	=	SYM
fis-5493	285	13	4	4	NUM
fis-5493	285	14	mm	mm	NOUN
fis-5493	285	15	,	,	PUNCT
fis-5493	285	16	ft	ft	NOUN
fis-5493	285	17	=	=	SYM
fis-5493	285	18	16	16	NUM
fis-5493	285	19	mm	mm	NOUN
fis-5493	285	20	,	,	PUNCT
fis-5493	285	21	2h	2h	NUM
fis-5493	285	22	=	=	SYM
fis-5493	285	23	800	800	NUM
fis-5493	285	24	mm	mm	NOUN
fis-5493	285	25	,	,	PUNCT
fis-5493	285	26	and	and	CCONJ
fis-5493	285	27	a	a	DET
fis-5493	285	28	span	span	NOUN
fis-5493	285	29	of	of	ADP
fis-5493	285	30	10	10	NUM
fis-5493	285	31	m.	m.	NOUN
fis-5493	285	32	different	different	ADJ
fis-5493	285	33	step	step	NOUN
fis-5493	285	34	height	height	NOUN
fis-5493	285	35	values	value	NOUN
fis-5493	285	36	1h	1h	NUM
fis-5493	285	37	=	=	SYM
fis-5493	285	38	800	800	NUM
fis-5493	285	39	(	(	PUNCT
fis-5493	285	40	prismatic	prismatic	ADJ
fis-5493	285	41	girder	girder	NOUN
fis-5493	285	42	)	)	PUNCT
fis-5493	285	43	,	,	PUNCT
fis-5493	285	44	720	720	NUM
fis-5493	285	45	,	,	PUNCT
fis-5493	285	46	560	560	NUM
fis-5493	285	47	,	,	PUNCT
fis-5493	285	48	400	400	NUM
fis-5493	285	49	,	,	PUNCT
fis-5493	285	50	240	240	NUM
fis-5493	285	51	,	,	PUNCT
fis-5493	285	52	and	and	CCONJ
fis-5493	285	53	80	80	NUM
fis-5493	285	54	mm	mm	NOUN
fis-5493	285	55	,	,	PUNCT
fis-5493	285	56	with	with	ADP
fis-5493	285	57	1l	1l	NUM
fis-5493	285	58	=	=	SYM
fis-5493	285	59	3	3	NUM
fis-5493	285	60	m	m	NOUN
fis-5493	285	61	,	,	PUNCT
fis-5493	285	62	and	and	CCONJ
fis-5493	285	63	2l	2l	NUM
fis-5493	285	64	=	=	SYM
fis-5493	285	65	4	4	NUM
fis-5493	285	66	m	m	VERB
fis-5493	285	67	were	be	AUX
fis-5493	285	68	simulated	simulate	VERB
fis-5493	285	69	.	.	PUNCT
fis-5493	286	1	the	the	DET
fis-5493	286	2	girder	girder	NOUN
fis-5493	286	3	is	be	AUX
fis-5493	286	4	laterally	laterally	ADV
fis-5493	286	5	supported	support	VERB
fis-5493	286	6	at	at	ADP
fis-5493	286	7	the	the	DET
fis-5493	286	8	ends	end	NOUN
fis-5493	286	9	and	and	CCONJ
fis-5493	286	10	in	in	ADP
fis-5493	286	11	the	the	DET
fis-5493	286	12	middle	middle	NOUN
fis-5493	286	13	of	of	ADP
fis-5493	286	14	the	the	DET
fis-5493	286	15	top	top	ADJ
fis-5493	286	16	flange	flange	NOUN
fis-5493	286	17	.	.	PUNCT
fis-5493	287	1	the	the	DET
fis-5493	287	2	effect	effect	NOUN
fis-5493	287	3	of	of	ADP
fis-5493	287	4	simple	simple	ADJ
fis-5493	287	5	versus	versus	ADP
fis-5493	287	6	fixed	fix	VERB
fis-5493	287	7	support	support	NOUN
fis-5493	287	8	on	on	ADP
fis-5493	287	9	the	the	DET
fis-5493	287	10	buckling	buckle	VERB
fis-5493	287	11	load	load	NOUN
fis-5493	287	12	capacity	capacity	NOUN
fis-5493	287	13	of	of	ADP
fis-5493	287	14	the	the	DET
fis-5493	287	15	stepped	step	VERB
fis-5493	287	16	girder	girder	NOUN
fis-5493	287	17	at	at	ADP
fis-5493	287	18	different	different	ADJ
fis-5493	287	19	step	step	NOUN
fis-5493	287	20	heights	height	NOUN
fis-5493	287	21	is	be	AUX
fis-5493	287	22	shown	show	VERB
fis-5493	287	23	in	in	ADP
fis-5493	287	24	fig	fig	NOUN
fis-5493	287	25	.	.	PUNCT
fis-5493	288	1	12	12	NUM
fis-5493	288	2	.	.	PUNCT
fis-5493	289	1	when	when	SCONJ
fis-5493	289	2	the	the	DET
fis-5493	289	3	girder	girder	NOUN
fis-5493	289	4	is	be	AUX
fis-5493	289	5	prismatic	prismatic	ADJ
fis-5493	289	6	with	with	ADP
fis-5493	289	7	no	no	DET
fis-5493	289	8	step	step	NOUN
fis-5493	289	9	,	,	PUNCT
fis-5493	289	10	the	the	DET
fis-5493	289	11	buckling	buckle	VERB
fis-5493	289	12	load	load	NOUN
fis-5493	289	13	increased	increase	VERB
fis-5493	289	14	from	from	ADP
fis-5493	289	15	73.15	73.15	NUM
fis-5493	289	16	kn	kn	PROPN
fis-5493	289	17	for	for	ADP
fis-5493	289	18	simple	simple	ADJ
fis-5493	289	19	support	support	NOUN
fis-5493	289	20	to	to	ADP
fis-5493	289	21	85.36	85.36	NUM
fis-5493	289	22	kn	kn	NOUN
fis-5493	289	23	for	for	ADP
fis-5493	289	24	fixed	fix	VERB
fis-5493	289	25	support	support	NOUN
fis-5493	289	26	,	,	PUNCT
fis-5493	289	27	which	which	PRON
fis-5493	289	28	is	be	AUX
fis-5493	289	29	about	about	ADP
fis-5493	289	30	a	a	DET
fis-5493	289	31	14.3	14.3	NUM
fis-5493	289	32	%	%	NOUN
fis-5493	289	33	difference	difference	NOUN
fis-5493	289	34	,	,	PUNCT
fis-5493	289	35	and	and	CCONJ
fis-5493	289	36	the	the	DET
fis-5493	289	37	web	web	NOUN
fis-5493	289	38	buckling	buckling	NOUN
fis-5493	289	39	occurred	occur	VERB
fis-5493	289	40	under	under	ADP
fis-5493	289	41	the	the	DET
fis-5493	289	42	load	load	NOUN
fis-5493	289	43	at	at	ADP
fis-5493	289	44	the	the	DET
fis-5493	289	45	middle	middle	NOUN
fis-5493	289	46	of	of	ADP
fis-5493	289	47	the	the	DET
fis-5493	289	48	girder	girder	NOUN
fis-5493	289	49	.	.	PUNCT
fis-5493	290	1	the	the	DET
fis-5493	290	2	fixation	fixation	NOUN
fis-5493	290	3	of	of	ADP
fis-5493	290	4	the	the	DET
fis-5493	290	5	girder	girder	NOUN
fis-5493	290	6	reduces	reduce	VERB
fis-5493	290	7	the	the	DET
fis-5493	290	8	moment	moment	NOUN
fis-5493	290	9	at	at	ADP
fis-5493	290	10	the	the	DET
fis-5493	290	11	girder	girder	NOUN
fis-5493	290	12	middle	middle	VERB
fis-5493	290	13	to	to	ADP
fis-5493	290	14	half	half	NOUN
fis-5493	290	15	,	,	PUNCT
fis-5493	290	16	which	which	PRON
fis-5493	290	17	also	also	ADV
fis-5493	290	18	reduces	reduce	VERB
fis-5493	290	19	the	the	DET
fis-5493	290	20	compressive	compressive	ADJ
fis-5493	290	21	stresses	stress	NOUN
fis-5493	290	22	above	above	ADP
fis-5493	290	23	the	the	DET
fis-5493	290	24	neutral	neutral	ADJ
fis-5493	290	25	axis	axis	NOUN
fis-5493	290	26	to	to	ADP
fis-5493	290	27	half	half	NOUN
fis-5493	290	28	.	.	PUNCT
fis-5493	291	1	it	it	PRON
fis-5493	291	2	could	could	AUX
fis-5493	291	3	indicate	indicate	VERB
fis-5493	291	4	that	that	SCONJ
fis-5493	291	5	the	the	DET
fis-5493	291	6	compressive	compressive	ADJ
fis-5493	291	7	stress	stress	NOUN
fis-5493	291	8	above	above	ADP
fis-5493	291	9	the	the	DET
fis-5493	291	10	neutral	neutral	ADJ
fis-5493	291	11	axis	axis	NOUN
fis-5493	291	12	contributes	contribute	VERB
fis-5493	291	13	to	to	ADP
fis-5493	291	14	the	the	DET
fis-5493	291	15	web	web	NOUN
fis-5493	291	16	buckling	buckling	NOUN
fis-5493	291	17	load	load	NOUN
fis-5493	291	18	capacity	capacity	NOUN
fis-5493	291	19	.	.	PUNCT
fis-5493	292	1	the	the	DET
fis-5493	292	2	compressive	compressive	ADJ
fis-5493	292	3	stress	stress	NOUN
fis-5493	292	4	parallel	parallel	NOUN
fis-5493	292	5	to	to	ADP
fis-5493	292	6	the	the	DET
fis-5493	292	7	girder	girder	NOUN
fis-5493	292	8	span	span	NOUN
fis-5493	292	9	is	be	AUX
fis-5493	292	10	perpendicular	perpendicular	ADJ
fis-5493	292	11	to	to	ADP
fis-5493	292	12	the	the	DET
fis-5493	292	13	compressive	compressive	ADJ
fis-5493	292	14	stress	stress	NOUN
fis-5493	292	15	from	from	ADP
fis-5493	292	16	the	the	DET
fis-5493	292	17	applied	apply	VERB
fis-5493	292	18	transverse	transverse	NOUN
fis-5493	292	19	load	load	NOUN
fis-5493	292	20	,	,	PUNCT
fis-5493	292	21	which	which	PRON
fis-5493	292	22	forms	form	VERB
fis-5493	292	23	a	a	DET
fis-5493	292	24	biaxial	biaxial	ADJ
fis-5493	292	25	stress	stress	NOUN
fis-5493	292	26	state	state	NOUN
fis-5493	292	27	.	.	PUNCT
fis-5493	293	1	the	the	DET
fis-5493	293	2	web	web	NOUN
fis-5493	293	3	buckling	buckling	NOUN
fis-5493	293	4	capacity	capacity	NOUN
fis-5493	293	5	formulae	formulae	NOUN
fis-5493	293	6	in	in	ADP
fis-5493	293	7	aisc-360	aisc-360	NOUN
fis-5493	293	8	and	and	CCONJ
fis-5493	293	9	eurocode	eurocode	VERB
fis-5493	293	10	3	3	NUM
fis-5493	293	11	are	be	AUX
fis-5493	293	12	unrelated	unrelated	ADJ
fis-5493	293	13	to	to	ADP
fis-5493	293	14	the	the	DET
fis-5493	293	15	bending	bend	VERB
fis-5493	293	16	moment	moment	NOUN
fis-5493	293	17	or	or	CCONJ
fis-5493	293	18	the	the	DET
fis-5493	293	19	compressive	compressive	ADJ
fis-5493	293	20	stresses	stress	NOUN
fis-5493	293	21	at	at	ADP
fis-5493	293	22	the	the	DET
fis-5493	293	23	buckling	buckle	VERB
fis-5493	293	24	location	location	NOUN
fis-5493	293	25	.	.	PUNCT
fis-5493	294	1	at	at	ADP
fis-5493	294	2	the	the	DET
fis-5493	294	3	same	same	ADJ
fis-5493	294	4	time	time	NOUN
fis-5493	294	5	,	,	PUNCT
fis-5493	294	6	it	it	PRON
fis-5493	294	7	appears	appear	VERB
fis-5493	294	8	to	to	PART
fis-5493	294	9	be	be	AUX
fis-5493	294	10	a	a	DET
fis-5493	294	11	significant	significant	ADJ
fis-5493	294	12	factor	factor	NOUN
fis-5493	294	13	.	.	PUNCT
fis-5493	295	1	when	when	SCONJ
fis-5493	295	2	introducing	introduce	VERB
fis-5493	295	3	the	the	DET
fis-5493	295	4	step	step	NOUN
fis-5493	295	5	to	to	ADP
fis-5493	295	6	the	the	DET
fis-5493	295	7	web	web	NOUN
fis-5493	295	8	of	of	ADP
fis-5493	295	9	the	the	DET
fis-5493	295	10	girder	girder	NOUN
fis-5493	295	11	,	,	PUNCT
fis-5493	295	12	web	web	NOUN
fis-5493	295	13	buckling	buckling	NOUN
fis-5493	295	14	capacity	capacity	NOUN
fis-5493	295	15	remained	remain	VERB
fis-5493	295	16	almost	almost	ADV
fis-5493	295	17	the	the	DET
fis-5493	295	18	same	same	ADJ
fis-5493	295	19	up	up	ADP
fis-5493	295	20	to	to	ADP
fis-5493	295	21	a	a	DET
fis-5493	295	22	step	step	NOUN
fis-5493	295	23	of	of	ADP
fis-5493	295	24	15	15	NUM
fis-5493	295	25	%	%	NOUN
fis-5493	295	26	of	of	ADP
fis-5493	295	27	section	section	NOUN
fis-5493	295	28	depth	depth	NOUN
fis-5493	295	29	(	(	PUNCT
fis-5493	295	30	1	1	NUM
fis-5493	295	31	2	2	NUM
fis-5493	295	32	/	/	SYM
fis-5493	295	33	h	h	NOUN
fis-5493	295	34	h	h	NOUN
fis-5493	295	35	=	=	NOUN
fis-5493	295	36	0.85	0.85	NUM
fis-5493	295	37	)	)	PUNCT
fis-5493	295	38	for	for	ADP
fis-5493	295	39	simple	simple	ADJ
fis-5493	295	40	support	support	NOUN
fis-5493	295	41	and	and	CCONJ
fis-5493	295	42	60	60	NUM
fis-5493	295	43	%	%	NOUN
fis-5493	295	44	of	of	ADP
fis-5493	295	45	section	section	NOUN
fis-5493	295	46	depth	depth	NOUN
fis-5493	295	47	(	(	PUNCT
fis-5493	295	48	1	1	NUM
fis-5493	295	49	2	2	NUM
fis-5493	295	50	/	/	SYM
fis-5493	295	51	h	h	NOUN
fis-5493	295	52	h	h	NOUN
fis-5493	295	53	=	=	NOUN
fis-5493	295	54	0.4	0.4	NUM
fis-5493	295	55	)	)	PUNCT
fis-5493	295	56	for	for	ADP
fis-5493	295	57	fixed	fix	VERB
fis-5493	295	58	support	support	NOUN
fis-5493	295	59	,	,	PUNCT
fis-5493	295	60	where	where	SCONJ
fis-5493	295	61	web	web	NOUN
fis-5493	295	62	buckling	buckling	NOUN
fis-5493	295	63	remained	remain	VERB
fis-5493	295	64	to	to	PART
fis-5493	295	65	occur	occur	VERB
fis-5493	295	66	at	at	ADP
fis-5493	295	67	the	the	DET
fis-5493	295	68	load	load	NOUN
fis-5493	295	69	location	location	NOUN
fis-5493	295	70	.	.	PUNCT
fis-5493	296	1	after	after	ADP
fis-5493	296	2	these	these	DET
fis-5493	296	3	values	value	NOUN
fis-5493	296	4	,	,	PUNCT
fis-5493	296	5	web	web	NOUN
fis-5493	296	6	buckling	buckling	NOUN
fis-5493	296	7	at	at	ADP
fis-5493	296	8	the	the	DET
fis-5493	296	9	step	step	NOUN
fis-5493	296	10	becomes	become	VERB
fis-5493	296	11	dominant	dominant	ADJ
fis-5493	296	12	as	as	ADP
fis-5493	296	13	the	the	DET
fis-5493	296	14	first	first	ADJ
fis-5493	296	15	buckling	buckle	VERB
fis-5493	296	16	mode	mode	NOUN
fis-5493	296	17	,	,	PUNCT
fis-5493	296	18	where	where	SCONJ
fis-5493	296	19	buckling	buckling	NOUN
fis-5493	296	20	capacity	capacity	NOUN
fis-5493	296	21	decreases	decrease	VERB
fis-5493	296	22	significantly	significantly	ADV
fis-5493	296	23	to	to	PART
fis-5493	296	24	reach	reach	VERB
fis-5493	296	25	eventually	eventually	ADV
fis-5493	296	26	around	around	ADV
fis-5493	296	27	40	40	NUM
fis-5493	296	28	%	%	NOUN
fis-5493	296	29	of	of	ADP
fis-5493	296	30	the	the	DET
fis-5493	296	31	original	original	ADJ
fis-5493	296	32	girder	girder	NOUN
fis-5493	296	33	capacity	capacity	NOUN
fis-5493	296	34	for	for	ADP
fis-5493	296	35	the	the	DET
fis-5493	296	36	case	case	NOUN
fis-5493	296	37	of	of	ADP
fis-5493	296	38	simple	simple	ADJ
fis-5493	296	39	support	support	NOUN
fis-5493	296	40	.	.	PUNCT
fis-5493	297	1	however	however	ADV
fis-5493	297	2	,	,	PUNCT
fis-5493	297	3	the	the	DET
fis-5493	297	4	reduction	reduction	NOUN
fis-5493	297	5	reaches	reach	VERB
fis-5493	297	6	only	only	ADV
fis-5493	297	7	about	about	ADV
fis-5493	297	8	10	10	NUM
fis-5493	297	9	%	%	NOUN
fis-5493	297	10	for	for	ADP
fis-5493	297	11	the	the	DET
fis-5493	297	12	case	case	NOUN
fis-5493	297	13	of	of	ADP
fis-5493	297	14	fixed	fix	VERB
fis-5493	297	15	support	support	NOUN
fis-5493	297	16	.	.	PUNCT
fis-5493	298	1	it	it	PRON
fis-5493	298	2	can	can	AUX
fis-5493	298	3	be	be	AUX
fis-5493	298	4	partly	partly	ADV
fis-5493	298	5	attributed	attribute	VERB
fis-5493	298	6	to	to	ADP
fis-5493	298	7	the	the	DET
fis-5493	298	8	fact	fact	NOUN
fis-5493	298	9	that	that	SCONJ
fis-5493	298	10	the	the	DET
fis-5493	298	11	step	step	NOUN
fis-5493	298	12	in	in	ADP
fis-5493	298	13	the	the	DET
fis-5493	298	14	fixed	fix	VERB
fis-5493	298	15	girder	girder	NOUN
fis-5493	298	16	is	be	AUX
fis-5493	298	17	about	about	ADV
fis-5493	298	18	0.5	0.5	NUM
fis-5493	298	19	m	m	NOUN
fis-5493	298	20	away	away	ADV
fis-5493	298	21	from	from	ADP
fis-5493	298	22	the	the	DET
fis-5493	298	23	theoretical	theoretical	ADJ
fis-5493	298	24	inflection	inflection	NOUN
fis-5493	298	25	point	point	NOUN
fis-5493	298	26	in	in	ADP
fis-5493	298	27	the	the	DET
fis-5493	298	28	moment	moment	NOUN
fis-5493	298	29	diagram	diagram	NOUN
fis-5493	298	30	,	,	PUNCT
fis-5493	298	31	which	which	PRON
fis-5493	298	32	has	have	VERB
fis-5493	298	33	zero	zero	NUM
fis-5493	298	34	moment	moment	NOUN
fis-5493	298	35	,	,	PUNCT
fis-5493	298	36	so	so	ADV
fis-5493	298	37	longitudinal	longitudinal	ADJ
fis-5493	298	38	stresses	stress	NOUN
fis-5493	298	39	are	be	AUX
fis-5493	298	40	expected	expect	VERB
fis-5493	298	41	to	to	PART
fis-5493	298	42	be	be	AUX
fis-5493	298	43	significantly	significantly	ADV
fis-5493	298	44	lower	low	ADJ
fis-5493	298	45	when	when	SCONJ
fis-5493	298	46	compared	compare	VERB
fis-5493	298	47	with	with	ADP
fis-5493	298	48	the	the	DET
fis-5493	298	49	supported	support	VERB
fis-5493	298	50	girder	girder	NOUN
fis-5493	298	51	.	.	PUNCT
fis-5493	299	1	fixation	fixation	NOUN
fis-5493	299	2	of	of	ADP
fis-5493	299	3	the	the	DET
fis-5493	299	4	girder	girder	NOUN
fis-5493	299	5	ends	end	VERB
fis-5493	299	6	greatly	greatly	ADV
fis-5493	299	7	helps	help	VERB
fis-5493	299	8	counteract	counteract	VERB
fis-5493	299	9	the	the	DET
fis-5493	299	10	degrading	degrading	ADJ
fis-5493	299	11	effect	effect	NOUN
fis-5493	299	12	of	of	ADP
fis-5493	299	13	the	the	DET
fis-5493	299	14	girder	girder	NOUN
fis-5493	299	15	web	web	NOUN
fis-5493	299	16	stepping	step	VERB
fis-5493	299	17	.	.	PUNCT
fis-5493	300	1	a.	a.	PROPN
fis-5493	300	2	m.	m.	PROPN
fis-5493	300	3	almastri	almastri	PROPN
fis-5493	300	4	et	et	PROPN
fis-5493	300	5	alii	alii	PROPN
fis-5493	300	6	,	,	PUNCT
fis-5493	300	7	fracture	fracture	ADJ
fis-5493	300	8	and	and	CCONJ
fis-5493	300	9	structural	structural	ADJ
fis-5493	300	10	integrity	integrity	NOUN
fis-5493	300	11	,	,	PUNCT
fis-5493	300	12	74	74	NUM
fis-5493	300	13	(	(	PUNCT
fis-5493	300	14	2025	2025	NUM
fis-5493	300	15	)	)	PUNCT
fis-5493	300	16	342	342	NUM
fis-5493	300	17	-	-	SYM
fis-5493	300	18	357	357	NUM
fis-5493	300	19	;	;	PUNCT
fis-5493	300	20	doi	doi	NOUN
fis-5493	300	21	:	:	PUNCT
fis-5493	300	22	10.3221	10.3221	NUM
fis-5493	300	23	/	/	SYM
fis-5493	300	24	igf	igf	PROPN
fis-5493	300	25	-	-	ADJ
fis-5493	300	26	esis.74.21	esis.74.21	ADJ
fis-5493	300	27	353	353	NUM
fis-5493	300	28	figure	figure	NOUN
fis-5493	300	29	12	12	NUM
fis-5493	300	30	:	:	PUNCT
fis-5493	300	31	comparison	comparison	NOUN
fis-5493	300	32	of	of	ADP
fis-5493	300	33	the	the	DET
fis-5493	300	34	effect	effect	NOUN
fis-5493	300	35	of	of	ADP
fis-5493	300	36	simple	simple	ADJ
fis-5493	300	37	versus	versus	ADP
fis-5493	300	38	fixed	fix	VERB
fis-5493	300	39	support	support	NOUN
fis-5493	300	40	on	on	ADP
fis-5493	300	41	the	the	DET
fis-5493	300	42	buckling	buckle	VERB
fis-5493	300	43	load	load	NOUN
fis-5493	300	44	of	of	ADP
fis-5493	300	45	the	the	DET
fis-5493	300	46	stepped	step	VERB
fis-5493	300	47	girder	girder	NOUN
fis-5493	300	48	.	.	PUNCT
fis-5493	301	1	(	(	PUNCT
fis-5493	301	2	a	a	X
fis-5493	301	3	)	)	PUNCT
fis-5493	301	4	pcr	pcr	NOUN
fis-5493	301	5	=	=	SYM
fis-5493	301	6	29.54	29.54	NUM
fis-5493	301	7	kn	kn	NOUN
fis-5493	301	8	(	(	PUNCT
fis-5493	301	9	b	b	NOUN
fis-5493	301	10	)	)	PUNCT
fis-5493	301	11	pcr	pcr	NOUN
fis-5493	301	12	=	=	NOUN
fis-5493	301	13	42.2	42.2	NUM
fis-5493	301	14	kn	kn	NOUN
fis-5493	301	15	(	(	PUNCT
fis-5493	301	16	c	c	NOUN
fis-5493	301	17	)	)	PUNCT
fis-5493	301	18	pcr	pcr	NOUN
fis-5493	301	19	=	=	NOUN
fis-5493	301	20	35.9	35.9	NUM
fis-5493	301	21	kn	kn	NOUN
fis-5493	301	22	(	(	PUNCT
fis-5493	301	23	d	d	NOUN
fis-5493	301	24	)	)	PUNCT
fis-5493	301	25	pcr	pcr	NOUN
fis-5493	301	26	=	=	SYM
fis-5493	301	27	50	50	NUM
fis-5493	301	28	kn	kn	NOUN
fis-5493	301	29	(	(	PUNCT
fis-5493	301	30	e	e	NOUN
fis-5493	301	31	)	)	PUNCT
fis-5493	301	32	pcr	pcr	NOUN
fis-5493	301	33	=	=	SYM
fis-5493	301	34	74	74	NUM
fis-5493	301	35	kn	kn	NOUN
fis-5493	301	36	(	(	PUNCT
fis-5493	301	37	f	f	X
fis-5493	301	38	)	)	PUNCT
fis-5493	301	39	pcr	pcr	NOUN
fis-5493	301	40	=	=	NOUN
fis-5493	301	41	66.9	66.9	NUM
fis-5493	301	42	kn	kn	NOUN
fis-5493	301	43	(	(	PUNCT
fis-5493	301	44	g	g	NOUN
fis-5493	301	45	)	)	PUNCT
fis-5493	301	46	pcr	pcr	NOUN
fis-5493	301	47	=	=	NOUN
fis-5493	301	48	161.8	161.8	NUM
fis-5493	301	49	kn	kn	NOUN
fis-5493	301	50	figure	figure	NOUN
fis-5493	301	51	13	13	NUM
fis-5493	301	52	:	:	PUNCT
fis-5493	301	53	buckling	buckle	VERB
fis-5493	301	54	shape	shape	NOUN
fis-5493	301	55	and	and	CCONJ
fis-5493	301	56	load	load	NOUN
fis-5493	301	57	at	at	ADP
fis-5493	301	58	the	the	DET
fis-5493	301	59	section	section	NOUN
fis-5493	301	60	step	step	NOUN
fis-5493	301	61	for	for	ADP
fis-5493	301	62	the	the	DET
fis-5493	301	63	different	different	ADJ
fis-5493	301	64	stiffeners	stiffener	NOUN
fis-5493	301	65	configurations	configuration	NOUN
fis-5493	301	66	,	,	PUNCT
fis-5493	301	67	(	(	PUNCT
fis-5493	301	68	a	a	X
fis-5493	301	69	)	)	PUNCT
fis-5493	301	70	no	no	DET
fis-5493	301	71	stiffeners	stiffener	NOUN
fis-5493	301	72	(	(	PUNCT
fis-5493	301	73	ns	ns	NUM
fis-5493	301	74	)	)	PUNCT
fis-5493	301	75	,	,	PUNCT
fis-5493	301	76	(	(	PUNCT
fis-5493	301	77	b	b	X
fis-5493	301	78	)	)	PUNCT
fis-5493	301	79	long	long	ADJ
fis-5493	301	80	vertical	vertical	ADJ
fis-5493	301	81	stiffener	stiffener	NOUN
fis-5493	301	82	(	(	PUNCT
fis-5493	301	83	1v	1v	NUM
fis-5493	301	84	)	)	PUNCT
fis-5493	301	85	,	,	PUNCT
fis-5493	301	86	(	(	PUNCT
fis-5493	301	87	c	c	X
fis-5493	301	88	)	)	PUNCT
fis-5493	301	89	short	short	ADJ
fis-5493	301	90	vertical	vertical	ADJ
fis-5493	301	91	stiffener	stiffener	NOUN
fis-5493	301	92	(	(	PUNCT
fis-5493	301	93	2v	2v	PROPN
fis-5493	301	94	)	)	PUNCT
fis-5493	301	95	,	,	PUNCT
fis-5493	301	96	(	(	PUNCT
fis-5493	301	97	d	d	X
fis-5493	301	98	)	)	PUNCT
fis-5493	301	99	long	long	ADJ
fis-5493	301	100	and	and	CCONJ
fis-5493	301	101	short	short	ADJ
fis-5493	301	102	vertical	vertical	ADJ
fis-5493	301	103	stiffeners	stiffener	NOUN
fis-5493	301	104	(	(	PUNCT
fis-5493	301	105	3v	3v	NUM
fis-5493	301	106	)	)	PUNCT
fis-5493	301	107	,	,	PUNCT
fis-5493	301	108	(	(	PUNCT
fis-5493	301	109	e	e	NOUN
fis-5493	301	110	)	)	PUNCT
fis-5493	301	111	long	long	ADJ
fis-5493	301	112	horizontal	horizontal	ADJ
fis-5493	301	113	stiffener	stiffener	NOUN
fis-5493	301	114	(	(	PUNCT
fis-5493	301	115	1h	1h	NUM
fis-5493	301	116	)	)	PUNCT
fis-5493	301	117	,	,	PUNCT
fis-5493	301	118	(	(	PUNCT
fis-5493	301	119	f	f	X
fis-5493	301	120	)	)	PUNCT
fis-5493	301	121	short	short	ADJ
fis-5493	301	122	vertical	vertical	ADJ
fis-5493	301	123	and	and	CCONJ
fis-5493	301	124	horizontal	horizontal	ADJ
fis-5493	301	125	stiffeners	stiffener	NOUN
fis-5493	301	126	(	(	PUNCT
fis-5493	301	127	1vh	1vh	ADV
fis-5493	301	128	)	)	PUNCT
fis-5493	301	129	,	,	PUNCT
fis-5493	301	130	and	and	CCONJ
fis-5493	301	131	(	(	PUNCT
fis-5493	301	132	g	g	NOUN
fis-5493	301	133	)	)	PUNCT
fis-5493	301	134	long	long	ADV
fis-5493	301	135	vertical	vertical	ADJ
fis-5493	301	136	and	and	CCONJ
fis-5493	301	137	horizontal	horizontal	ADJ
fis-5493	301	138	stiffeners	stiffener	NOUN
fis-5493	301	139	(	(	PUNCT
fis-5493	301	140	2vh	2vh	ADJ
fis-5493	301	141	)	)	PUNCT
fis-5493	301	142	.	.	PUNCT
fis-5493	302	1	stiffeners	stiffener	NOUN
fis-5493	302	2	six	six	NUM
fis-5493	302	3	different	different	ADJ
fis-5493	302	4	stiffener	stiffener	NOUN
fis-5493	302	5	configurations	configuration	NOUN
fis-5493	302	6	are	be	AUX
fis-5493	302	7	modeled	model	VERB
fis-5493	302	8	to	to	PART
fis-5493	302	9	study	study	VERB
fis-5493	302	10	their	their	PRON
fis-5493	302	11	effect	effect	NOUN
fis-5493	302	12	on	on	ADP
fis-5493	302	13	the	the	DET
fis-5493	302	14	local	local	ADJ
fis-5493	302	15	web	web	NOUN
fis-5493	302	16	buckling	buckling	NOUN
fis-5493	302	17	at	at	ADP
fis-5493	302	18	the	the	DET
fis-5493	302	19	web	web	NOUN
fis-5493	302	20	section	section	NOUN
fis-5493	302	21	step	step	NOUN
fis-5493	302	22	.	.	PUNCT
fis-5493	303	1	three	three	NUM
fis-5493	303	2	configurations	configuration	NOUN
fis-5493	303	3	included	include	VERB
fis-5493	303	4	vertical	vertical	ADJ
fis-5493	303	5	stiffeners	stiffener	NOUN
fis-5493	303	6	(	(	PUNCT
fis-5493	303	7	named	name	VERB
fis-5493	303	8	1v	1v	NUM
fis-5493	303	9	,	,	PUNCT
fis-5493	303	10	2v	2v	PROPN
fis-5493	303	11	,	,	PUNCT
fis-5493	303	12	and	and	CCONJ
fis-5493	303	13	3v	3v	NUM
fis-5493	303	14	)	)	PUNCT
fis-5493	303	15	,	,	PUNCT
fis-5493	303	16	one	one	NUM
fis-5493	303	17	included	include	VERB
fis-5493	303	18	a	a	DET
fis-5493	303	19	horizontal	horizontal	ADJ
fis-5493	303	20	stiffener	stiffener	NOUN
fis-5493	303	21	(	(	PUNCT
fis-5493	303	22	named	name	VERB
fis-5493	303	23	1h	1h	NUM
fis-5493	303	24	)	)	PUNCT
fis-5493	303	25	,	,	PUNCT
fis-5493	303	26	and	and	CCONJ
fis-5493	303	27	two	two	NUM
fis-5493	303	28	included	include	VERB
fis-5493	303	29	both	both	CCONJ
fis-5493	303	30	vertical	vertical	ADJ
fis-5493	303	31	and	and	CCONJ
fis-5493	303	32	horizontal	horizontal	ADJ
fis-5493	303	33	stiffeners	stiffener	NOUN
fis-5493	303	34	(	(	PUNCT
fis-5493	303	35	named	name	VERB
fis-5493	303	36	1vh	1vh	NOUN
fis-5493	303	37	and	and	CCONJ
fis-5493	303	38	2vh	2vh	ADJ
fis-5493	303	39	)	)	PUNCT
fis-5493	303	40	,	,	PUNCT
fis-5493	303	41	as	as	SCONJ
fis-5493	303	42	shown	show	VERB
fis-5493	303	43	in	in	ADP
fis-5493	303	44	fig	fig	NOUN
fis-5493	303	45	.	.	PUNCT
fis-5493	304	1	13	13	NUM
fis-5493	304	2	.	.	PUNCT
fis-5493	305	1	they	they	PRON
fis-5493	305	2	were	be	AUX
fis-5493	305	3	modeled	model	VERB
fis-5493	305	4	and	and	CCONJ
fis-5493	305	5	compared	compare	VERB
fis-5493	305	6	with	with	ADP
fis-5493	305	7	a	a	DET
fis-5493	305	8	section	section	NOUN
fis-5493	305	9	step	step	NOUN
fis-5493	305	10	with	with	ADP
fis-5493	305	11	no	no	DET
fis-5493	305	12	stiffener	stiffener	NOUN
fis-5493	305	13	(	(	PUNCT
fis-5493	305	14	ns	ns	NUM
fis-5493	305	15	)	)	PUNCT
fis-5493	305	16	.	.	PUNCT
fis-5493	306	1	all	all	DET
fis-5493	306	2	stiffeners	stiffener	NOUN
fis-5493	306	3	have	have	VERB
fis-5493	306	4	a	a	DET
fis-5493	306	5	thickness	thickness	NOUN
fis-5493	306	6	equal	equal	ADJ
fis-5493	306	7	to	to	ADP
fis-5493	306	8	the	the	DET
fis-5493	306	9	web	web	NOUN
fis-5493	306	10	thickness	thickness	NOUN
fis-5493	306	11	.	.	PUNCT
fis-5493	307	1	the	the	DET
fis-5493	307	2	girder	girder	NOUN
fis-5493	307	3	has	have	VERB
fis-5493	307	4	dimensions	dimension	NOUN
fis-5493	307	5	2h	2h	NUM
fis-5493	307	6	=	=	SYM
fis-5493	307	7	800	800	NUM
fis-5493	307	8	mm	mm	NOUN
fis-5493	307	9	,	,	PUNCT
fis-5493	307	10	1h	1h	NUM
fis-5493	307	11	=	=	SYM
fis-5493	307	12	400	400	NUM
fis-5493	307	13	,	,	PUNCT
fis-5493	307	14	b	b	X
fis-5493	307	15	=	=	SYM
fis-5493	307	16	300	300	NUM
fis-5493	307	17	mm	mm	NOUN
fis-5493	307	18	,	,	PUNCT
fis-5493	307	19	wt	wt	NOUN
fis-5493	307	20	=	=	SYM
fis-5493	307	21	4	4	NUM
fis-5493	307	22	mm	mm	NOUN
fis-5493	307	23	,	,	PUNCT
fis-5493	307	24	ft	ft	NOUN
fis-5493	307	25	=	=	SYM
fis-5493	307	26	16	16	NUM
fis-5493	307	27	mm	mm	NOUN
fis-5493	307	28	,	,	PUNCT
fis-5493	307	29	1l	1l	NUM
fis-5493	307	30	=	=	SYM
fis-5493	307	31	3	3	NUM
fis-5493	307	32	m	m	NOUN
fis-5493	307	33	,	,	PUNCT
fis-5493	307	34	2l	2l	X
fis-5493	307	35	=	=	SYM
fis-5493	307	36	4	4	NUM
fis-5493	307	37	m	m	NOUN
fis-5493	307	38	,	,	PUNCT
fis-5493	307	39	and	and	CCONJ
fis-5493	307	40	span	span	NOUN
fis-5493	307	41	of	of	ADP
fis-5493	307	42	10	10	NUM
fis-5493	307	43	m.	m.	NOUN
fis-5493	307	44	the	the	DET
fis-5493	307	45	girders	girder	NOUN
fis-5493	307	46	are	be	AUX
fis-5493	307	47	laterally	laterally	ADV
fis-5493	307	48	supported	support	VERB
fis-5493	307	49	at	at	ADP
fis-5493	307	50	the	the	DET
fis-5493	307	51	ends	end	NOUN
fis-5493	307	52	and	and	CCONJ
fis-5493	307	53	in	in	ADP
fis-5493	307	54	the	the	DET
fis-5493	307	55	middle	middle	NOUN
fis-5493	307	56	of	of	ADP
fis-5493	307	57	the	the	DET
fis-5493	307	58	top	top	ADJ
fis-5493	307	59	flange	flange	NOUN
fis-5493	307	60	to	to	PART
fis-5493	307	61	avoid	avoid	VERB
fis-5493	307	62	any	any	DET
fis-5493	307	63	lateral	lateral	ADJ
fis-5493	307	64	torsional	torsional	ADJ
fis-5493	307	65	buckling	buckling	NOUN
fis-5493	307	66	.	.	PUNCT
fis-5493	308	1	the	the	DET
fis-5493	308	2	stiffeners	stiffener	NOUN
fis-5493	308	3	were	be	AUX
fis-5493	308	4	assumed	assume	VERB
fis-5493	308	5	to	to	PART
fis-5493	308	6	be	be	AUX
fis-5493	308	7	fully	fully	ADV
fis-5493	308	8	welded	weld	VERB
fis-5493	308	9	to	to	ADP
fis-5493	308	10	the	the	DET
fis-5493	308	11	web	web	NOUN
fis-5493	308	12	and	and	CCONJ
fis-5493	308	13	flanges	flange	NOUN
fis-5493	308	14	of	of	ADP
fis-5493	308	15	the	the	DET
fis-5493	308	16	girders	girder	NOUN
fis-5493	308	17	.	.	PUNCT
fis-5493	309	1	no	no	DET
fis-5493	309	2	contact	contact	NOUN
fis-5493	309	3	interaction	interaction	NOUN
fis-5493	309	4	was	be	AUX
fis-5493	309	5	used	use	VERB
fis-5493	309	6	in	in	ADP
fis-5493	309	7	the	the	DET
fis-5493	309	8	finite	finite	ADJ
fis-5493	309	9	element	element	NOUN
fis-5493	309	10	analysis	analysis	NOUN
fis-5493	309	11	.	.	PUNCT
fis-5493	310	1	the	the	DET
fis-5493	310	2	stiffeners	stiffener	NOUN
fis-5493	310	3	'	'	PART
fis-5493	310	4	welding	welding	NOUN
fis-5493	310	5	was	be	AUX
fis-5493	310	6	not	not	PART
fis-5493	310	7	investigated	investigate	VERB
fis-5493	310	8	in	in	ADP
fis-5493	310	9	this	this	DET
fis-5493	310	10	research	research	NOUN
fis-5493	310	11	,	,	PUNCT
fis-5493	310	12	and	and	CCONJ
fis-5493	310	13	was	be	AUX
fis-5493	310	14	assumed	assume	VERB
fis-5493	310	15	to	to	PART
fis-5493	310	16	have	have	VERB
fis-5493	310	17	enough	enough	ADJ
fis-5493	310	18	strength	strength	NOUN
fis-5493	310	19	to	to	PART
fis-5493	310	20	keep	keep	VERB
fis-5493	310	21	the	the	DET
fis-5493	310	22	stiffeners	stiffener	NOUN
fis-5493	310	23	working	work	VERB
fis-5493	310	24	fully	fully	ADV
fis-5493	310	25	with	with	ADP
fis-5493	310	26	the	the	DET
fis-5493	310	27	girder	girder	NOUN
fis-5493	310	28	.	.	PUNCT
fis-5493	311	1	the	the	DET
fis-5493	311	2	simulation	simulation	NOUN
fis-5493	311	3	buckling	buckle	VERB
fis-5493	311	4	analysis	analysis	NOUN
fis-5493	311	5	a.	a.	NOUN
fis-5493	311	6	m.	m.	NOUN
fis-5493	311	7	almastri	almastri	PROPN
fis-5493	311	8	et	et	PROPN
fis-5493	311	9	alii	alii	PROPN
fis-5493	311	10	,	,	PUNCT
fis-5493	311	11	fracture	fracture	ADJ
fis-5493	311	12	and	and	CCONJ
fis-5493	311	13	structural	structural	ADJ
fis-5493	311	14	integrity	integrity	NOUN
fis-5493	311	15	,	,	PUNCT
fis-5493	311	16	74	74	NUM
fis-5493	311	17	(	(	PUNCT
fis-5493	311	18	2025	2025	NUM
fis-5493	311	19	)	)	PUNCT
fis-5493	311	20	342	342	NUM
fis-5493	311	21	-	-	SYM
fis-5493	311	22	357	357	NUM
fis-5493	311	23	;	;	PUNCT
fis-5493	311	24	doi	doi	NOUN
fis-5493	311	25	:	:	PUNCT
fis-5493	311	26	10.3221	10.3221	NUM
fis-5493	311	27	/	/	SYM
fis-5493	311	28	igf	igf	PROPN
fis-5493	311	29	-	-	PUNCT
fis-5493	311	30	esis.74.21	esis.74.21	ADJ
fis-5493	311	31	354	354	NUM
fis-5493	311	32	results	result	NOUN
fis-5493	311	33	are	be	AUX
fis-5493	311	34	plotted	plot	VERB
fis-5493	311	35	in	in	ADP
fis-5493	311	36	fig	fig	NOUN
fis-5493	311	37	.	.	PUNCT
fis-5493	312	1	13	13	NUM
fis-5493	312	2	.	.	PUNCT
fis-5493	313	1	as	as	SCONJ
fis-5493	313	2	obtained	obtain	VERB
fis-5493	313	3	earlier	early	ADV
fis-5493	313	4	,	,	PUNCT
fis-5493	313	5	the	the	DET
fis-5493	313	6	buckling	buckling	NOUN
fis-5493	313	7	load	load	NOUN
fis-5493	313	8	for	for	ADP
fis-5493	313	9	the	the	DET
fis-5493	313	10	case	case	NOUN
fis-5493	313	11	with	with	ADP
fis-5493	313	12	no	no	DET
fis-5493	313	13	stiffeners	stiffener	NOUN
fis-5493	313	14	was	be	AUX
fis-5493	313	15	29.54	29.54	NUM
fis-5493	313	16	kn	kn	PROPN
fis-5493	313	17	.	.	PUNCT
fis-5493	314	1	when	when	SCONJ
fis-5493	314	2	a	a	DET
fis-5493	314	3	long	long	ADJ
fis-5493	314	4	vertical	vertical	ADJ
fis-5493	314	5	stiffener	stiffener	NOUN
fis-5493	314	6	is	be	AUX
fis-5493	314	7	used	use	VERB
fis-5493	314	8	at	at	ADP
fis-5493	314	9	a	a	DET
fis-5493	314	10	distance	distance	NOUN
fis-5493	314	11	from	from	ADP
fis-5493	314	12	the	the	DET
fis-5493	314	13	step	step	NOUN
fis-5493	314	14	equal	equal	ADJ
fis-5493	314	15	to	to	ADP
fis-5493	314	16	the	the	DET
fis-5493	314	17	step	step	NOUN
fis-5493	314	18	height	height	NOUN
fis-5493	314	19	,	,	PUNCT
fis-5493	314	20	the	the	DET
fis-5493	314	21	buckling	buckle	VERB
fis-5493	314	22	load	load	NOUN
fis-5493	314	23	increases	increase	VERB
fis-5493	314	24	to	to	ADP
fis-5493	314	25	about	about	ADV
fis-5493	314	26	42.2	42.2	NUM
fis-5493	314	27	kn	kn	PROPN
fis-5493	314	28	,	,	PUNCT
fis-5493	314	29	which	which	PRON
fis-5493	314	30	is	be	AUX
fis-5493	314	31	about	about	ADV
fis-5493	314	32	43	43	NUM
fis-5493	314	33	%	%	NOUN
fis-5493	314	34	more	more	ADJ
fis-5493	314	35	.	.	PUNCT
fis-5493	315	1	when	when	SCONJ
fis-5493	315	2	a	a	DET
fis-5493	315	3	short	short	ADJ
fis-5493	315	4	vertical	vertical	ADJ
fis-5493	315	5	stiffener	stiffener	NOUN
fis-5493	315	6	is	be	AUX
fis-5493	315	7	used	use	VERB
fis-5493	315	8	exactly	exactly	ADV
fis-5493	315	9	below	below	ADP
fis-5493	315	10	the	the	DET
fis-5493	315	11	step	step	NOUN
fis-5493	315	12	,	,	PUNCT
fis-5493	315	13	the	the	DET
fis-5493	315	14	buckling	buckle	VERB
fis-5493	315	15	load	load	NOUN
fis-5493	315	16	increases	increase	VERB
fis-5493	315	17	to	to	ADP
fis-5493	315	18	about	about	ADV
fis-5493	315	19	35.9	35.9	NUM
fis-5493	315	20	kn	kn	NOUN
fis-5493	315	21	,	,	PUNCT
fis-5493	315	22	only	only	ADV
fis-5493	315	23	about	about	ADV
fis-5493	315	24	22	22	NUM
fis-5493	315	25	%	%	NOUN
fis-5493	315	26	more	more	ADJ
fis-5493	315	27	.	.	PUNCT
fis-5493	316	1	however	however	ADV
fis-5493	316	2	,	,	PUNCT
fis-5493	316	3	using	use	VERB
fis-5493	316	4	long	long	ADJ
fis-5493	316	5	and	and	CCONJ
fis-5493	316	6	short	short	ADJ
fis-5493	316	7	vertical	vertical	ADJ
fis-5493	316	8	stiffeners	stiffener	NOUN
fis-5493	316	9	increased	increase	VERB
fis-5493	316	10	the	the	DET
fis-5493	316	11	buckling	buckle	VERB
fis-5493	316	12	load	load	NOUN
fis-5493	316	13	to	to	ADP
fis-5493	316	14	50	50	NUM
fis-5493	316	15	kn	kn	PROPN
fis-5493	316	16	,	,	PUNCT
fis-5493	316	17	which	which	PRON
fis-5493	316	18	is	be	AUX
fis-5493	316	19	about	about	ADV
fis-5493	316	20	69	69	NUM
fis-5493	316	21	%	%	NOUN
fis-5493	316	22	more	more	ADJ
fis-5493	316	23	strength	strength	NOUN
fis-5493	316	24	,	,	PUNCT
fis-5493	316	25	indicating	indicate	VERB
fis-5493	316	26	an	an	DET
fis-5493	316	27	interaction	interaction	NOUN
fis-5493	316	28	effect	effect	NOUN
fis-5493	316	29	between	between	ADP
fis-5493	316	30	stiffeners	stiffener	NOUN
fis-5493	316	31	.	.	PUNCT
fis-5493	317	1	on	on	ADP
fis-5493	317	2	the	the	DET
fis-5493	317	3	other	other	ADJ
fis-5493	317	4	hand	hand	NOUN
fis-5493	317	5	,	,	PUNCT
fis-5493	317	6	using	use	VERB
fis-5493	317	7	a	a	DET
fis-5493	317	8	horizontal	horizontal	ADJ
fis-5493	317	9	stiffener	stiffener	NOUN
fis-5493	317	10	with	with	ADP
fis-5493	317	11	a	a	DET
fis-5493	317	12	length	length	NOUN
fis-5493	317	13	equal	equal	ADJ
fis-5493	317	14	to	to	ADP
fis-5493	317	15	the	the	DET
fis-5493	317	16	web	web	NOUN
fis-5493	317	17	height	height	NOUN
fis-5493	317	18	has	have	AUX
fis-5493	317	19	increased	increase	VERB
fis-5493	317	20	the	the	DET
fis-5493	317	21	web	web	NOUN
fis-5493	317	22	buckling	buckling	NOUN
fis-5493	317	23	capacity	capacity	NOUN
fis-5493	317	24	to	to	ADP
fis-5493	317	25	about	about	ADV
fis-5493	317	26	74	74	NUM
fis-5493	317	27	kn	kn	PROPN
fis-5493	317	28	,	,	PUNCT
fis-5493	317	29	which	which	PRON
fis-5493	317	30	is	be	AUX
fis-5493	317	31	very	very	ADV
fis-5493	317	32	close	close	ADJ
fis-5493	317	33	to	to	ADP
fis-5493	317	34	the	the	DET
fis-5493	317	35	web	web	NOUN
fis-5493	317	36	buckling	buckling	NOUN
fis-5493	317	37	capacity	capacity	NOUN
fis-5493	317	38	under	under	ADP
fis-5493	317	39	the	the	DET
fis-5493	317	40	applied	apply	VERB
fis-5493	317	41	concentrated	concentrated	ADJ
fis-5493	317	42	load	load	NOUN
fis-5493	317	43	.	.	PUNCT
fis-5493	318	1	in	in	ADP
fis-5493	318	2	this	this	DET
fis-5493	318	3	case	case	NOUN
fis-5493	318	4	,	,	PUNCT
fis-5493	318	5	there	there	PRON
fis-5493	318	6	was	be	VERB
fis-5493	318	7	no	no	DET
fis-5493	318	8	clear	clear	ADJ
fis-5493	318	9	web	web	NOUN
fis-5493	318	10	buckling	buckling	NOUN
fis-5493	318	11	,	,	PUNCT
fis-5493	318	12	but	but	CCONJ
fis-5493	318	13	rather	rather	ADV
fis-5493	318	14	a	a	DET
fis-5493	318	15	flange	flange	NOUN
fis-5493	318	16	-	-	PUNCT
fis-5493	318	17	web	web	NOUN
fis-5493	318	18	buckling	buckling	NOUN
fis-5493	318	19	interaction	interaction	NOUN
fis-5493	318	20	.	.	PUNCT
fis-5493	319	1	it	it	PRON
fis-5493	319	2	also	also	ADV
fis-5493	319	3	agrees	agree	VERB
fis-5493	319	4	with	with	ADP
fis-5493	319	5	the	the	DET
fis-5493	319	6	previous	previous	ADJ
fis-5493	319	7	discussion	discussion	NOUN
fis-5493	319	8	that	that	SCONJ
fis-5493	319	9	the	the	DET
fis-5493	319	10	longitudinal	longitudinal	ADJ
fis-5493	319	11	compressive	compressive	ADJ
fis-5493	319	12	stresses	stress	NOUN
fis-5493	319	13	mainly	mainly	ADV
fis-5493	319	14	influence	influence	VERB
fis-5493	319	15	the	the	DET
fis-5493	319	16	local	local	ADJ
fis-5493	319	17	web	web	NOUN
fis-5493	319	18	buckling	buckling	NOUN
fis-5493	319	19	at	at	ADP
fis-5493	319	20	the	the	DET
fis-5493	319	21	step	step	NOUN
fis-5493	319	22	in	in	ADP
fis-5493	319	23	the	the	DET
fis-5493	319	24	flange	flange	NOUN
fis-5493	319	25	and	and	CCONJ
fis-5493	319	26	web	web	NOUN
fis-5493	319	27	.	.	PROPN
fis-5493	320	1	hence	hence	ADV
fis-5493	320	2	,	,	PUNCT
fis-5493	320	3	the	the	DET
fis-5493	320	4	horizontal	horizontal	ADJ
fis-5493	320	5	stiffener	stiffener	NOUN
fis-5493	320	6	was	be	AUX
fis-5493	320	7	more	more	ADV
fis-5493	320	8	successful	successful	ADJ
fis-5493	320	9	in	in	ADP
fis-5493	320	10	restoring	restore	VERB
fis-5493	320	11	the	the	DET
fis-5493	320	12	buckling	buckle	VERB
fis-5493	320	13	capacity	capacity	NOUN
fis-5493	320	14	of	of	ADP
fis-5493	320	15	the	the	DET
fis-5493	320	16	web	web	NOUN
fis-5493	320	17	.	.	PUNCT
fis-5493	321	1	when	when	SCONJ
fis-5493	321	2	short	short	ADJ
fis-5493	321	3	vertical	vertical	ADJ
fis-5493	321	4	and	and	CCONJ
fis-5493	321	5	horizontal	horizontal	ADJ
fis-5493	321	6	stiffeners	stiffener	NOUN
fis-5493	321	7	were	be	AUX
fis-5493	321	8	used	use	VERB
fis-5493	321	9	,	,	PUNCT
fis-5493	321	10	the	the	DET
fis-5493	321	11	buckling	buckle	VERB
fis-5493	321	12	load	load	NOUN
fis-5493	321	13	increased	increase	VERB
fis-5493	321	14	to	to	ADP
fis-5493	321	15	66.9	66.9	NUM
fis-5493	321	16	kn	kn	NOUN
fis-5493	321	17	.	.	PUNCT
fis-5493	322	1	it	it	PRON
fis-5493	322	2	is	be	AUX
fis-5493	322	3	higher	high	ADJ
fis-5493	322	4	than	than	ADP
fis-5493	322	5	the	the	DET
fis-5493	322	6	case	case	NOUN
fis-5493	322	7	of	of	ADP
fis-5493	322	8	the	the	DET
fis-5493	322	9	two	two	NUM
fis-5493	322	10	vertical	vertical	ADJ
fis-5493	322	11	stiffeners	stiffener	NOUN
fis-5493	322	12	,	,	PUNCT
fis-5493	322	13	but	but	CCONJ
fis-5493	322	14	lower	low	ADJ
fis-5493	322	15	than	than	ADP
fis-5493	322	16	that	that	PRON
fis-5493	322	17	of	of	ADP
fis-5493	322	18	a	a	DET
fis-5493	322	19	long	long	ADJ
fis-5493	322	20	horizontal	horizontal	ADJ
fis-5493	322	21	stiffener	stiffener	NOUN
fis-5493	322	22	.	.	PUNCT
fis-5493	323	1	the	the	DET
fis-5493	323	2	final	final	ADJ
fis-5493	323	3	configuration	configuration	NOUN
fis-5493	323	4	with	with	ADP
fis-5493	323	5	long	long	ADJ
fis-5493	323	6	horizontal	horizontal	ADJ
fis-5493	323	7	and	and	CCONJ
fis-5493	323	8	vertical	vertical	ADJ
fis-5493	323	9	stiffeners	stiffener	NOUN
fis-5493	323	10	prevented	prevent	VERB
fis-5493	323	11	the	the	DET
fis-5493	323	12	local	local	ADJ
fis-5493	323	13	buckling	buckling	NOUN
fis-5493	323	14	at	at	ADP
fis-5493	323	15	the	the	DET
fis-5493	323	16	web	web	NOUN
fis-5493	323	17	.	.	PUNCT
fis-5493	324	1	it	it	PRON
fis-5493	324	2	showed	show	VERB
fis-5493	324	3	only	only	ADV
fis-5493	324	4	buckling	buckle	VERB
fis-5493	324	5	in	in	ADP
fis-5493	324	6	the	the	DET
fis-5493	324	7	horizontal	horizontal	ADJ
fis-5493	324	8	stiffener	stiffener	NOUN
fis-5493	324	9	at	at	ADP
fis-5493	324	10	a	a	DET
fis-5493	324	11	load	load	NOUN
fis-5493	324	12	of	of	ADP
fis-5493	324	13	161.8	161.8	NUM
fis-5493	324	14	kn	kn	NOUN
fis-5493	324	15	,	,	PUNCT
fis-5493	324	16	much	much	ADV
fis-5493	324	17	more	more	ADJ
fis-5493	324	18	than	than	ADP
fis-5493	324	19	the	the	DET
fis-5493	324	20	first	first	ADJ
fis-5493	324	21	buckling	buckle	VERB
fis-5493	324	22	mode	mode	NOUN
fis-5493	324	23	at	at	ADP
fis-5493	324	24	the	the	DET
fis-5493	324	25	applied	apply	VERB
fis-5493	324	26	load	load	NOUN
fis-5493	324	27	location	location	NOUN
fis-5493	324	28	.	.	PUNCT
fis-5493	325	1	static	static	ADJ
fis-5493	325	2	analysis	analysis	NOUN
fis-5493	325	3	to	to	PART
fis-5493	325	4	ensure	ensure	VERB
fis-5493	325	5	that	that	SCONJ
fis-5493	325	6	the	the	DET
fis-5493	325	7	linear	linear	ADJ
fis-5493	325	8	buckling	buckling	NOUN
fis-5493	325	9	analysis	analysis	NOUN
fis-5493	325	10	is	be	AUX
fis-5493	325	11	valid	valid	ADJ
fis-5493	325	12	,	,	PUNCT
fis-5493	325	13	linear	linear	ADJ
fis-5493	325	14	static	static	ADJ
fis-5493	325	15	analysis	analysis	NOUN
fis-5493	325	16	was	be	AUX
fis-5493	325	17	conducted	conduct	VERB
fis-5493	325	18	to	to	ADP
fis-5493	325	19	the	the	DET
fis-5493	325	20	previously	previously	ADV
fis-5493	325	21	analyzed	analyze	VERB
fis-5493	325	22	cases	case	NOUN
fis-5493	325	23	to	to	PART
fis-5493	325	24	ensure	ensure	VERB
fis-5493	325	25	the	the	DET
fis-5493	325	26	stresses	stress	NOUN
fis-5493	325	27	did	do	AUX
fis-5493	325	28	not	not	PART
fis-5493	325	29	reach	reach	VERB
fis-5493	325	30	the	the	DET
fis-5493	325	31	yielding	yield	VERB
fis-5493	325	32	stress	stress	NOUN
fis-5493	325	33	.	.	PUNCT
fis-5493	326	1	the	the	DET
fis-5493	326	2	axial	axial	ADJ
fis-5493	326	3	stress	stress	NOUN
fis-5493	326	4	along	along	ADP
fis-5493	326	5	the	the	DET
fis-5493	326	6	beam	beam	NOUN
fis-5493	326	7	axis	axis	NOUN
fis-5493	326	8	is	be	AUX
fis-5493	326	9	shown	show	VERB
fis-5493	326	10	in	in	ADP
fis-5493	326	11	fig	fig	NOUN
fis-5493	326	12	.	.	PUNCT
fis-5493	327	1	14	14	NUM
fis-5493	327	2	for	for	ADP
fis-5493	327	3	a	a	DET
fis-5493	327	4	sample	sample	NOUN
fis-5493	327	5	supported	support	VERB
fis-5493	327	6	girder	girder	NOUN
fis-5493	327	7	with	with	ADP
fis-5493	327	8	ℎ	ℎ	PROPN
fis-5493	327	9	=	=	SYM
fis-5493	327	10	400	400	NUM
fis-5493	327	11	mm	mm	NOUN
fis-5493	327	12	,	,	PUNCT
fis-5493	327	13	ℎ	ℎ	PROPN
fis-5493	327	14	=	=	SYM
fis-5493	327	15	800	800	NUM
fis-5493	327	16	mm	mm	NOUN
fis-5493	327	17	,	,	PUNCT
fis-5493	327	18	and	and	CCONJ
fis-5493	327	19	𝐿	𝐿	PROPN
fis-5493	327	20	=	=	SYM
fis-5493	327	21	3	3	NUM
fis-5493	327	22	m.	m.	NOUN
fis-5493	327	23	the	the	DET
fis-5493	327	24	buckling	buckling	NOUN
fis-5493	327	25	load	load	NOUN
fis-5493	327	26	was	be	AUX
fis-5493	327	27	29.6	29.6	NUM
fis-5493	327	28	kn	kn	NOUN
fis-5493	327	29	.	.	PUNCT
fis-5493	328	1	the	the	DET
fis-5493	328	2	stress	stress	NOUN
fis-5493	328	3	is	be	AUX
fis-5493	328	4	transferred	transfer	VERB
fis-5493	328	5	from	from	ADP
fis-5493	328	6	the	the	DET
fis-5493	328	7	top	top	ADJ
fis-5493	328	8	part	part	NOUN
fis-5493	328	9	of	of	ADP
fis-5493	328	10	the	the	DET
fis-5493	328	11	upper	upper	ADJ
fis-5493	328	12	compression	compression	NOUN
fis-5493	328	13	flange	flange	NOUN
fis-5493	328	14	to	to	ADP
fis-5493	328	15	the	the	DET
fis-5493	328	16	lower	low	ADJ
fis-5493	328	17	part	part	NOUN
fis-5493	328	18	of	of	ADP
fis-5493	328	19	the	the	DET
fis-5493	328	20	compression	compression	NOUN
fis-5493	328	21	flange	flange	NOUN
fis-5493	328	22	through	through	ADP
fis-5493	328	23	the	the	DET
fis-5493	328	24	web	web	NOUN
fis-5493	328	25	.	.	PUNCT
fis-5493	329	1	this	this	DET
fis-5493	329	2	horizontal	horizontal	ADJ
fis-5493	329	3	compressive	compressive	ADJ
fis-5493	329	4	stress	stress	NOUN
fis-5493	329	5	was	be	AUX
fis-5493	329	6	the	the	DET
fis-5493	329	7	leading	lead	VERB
fis-5493	329	8	cause	cause	NOUN
fis-5493	329	9	of	of	ADP
fis-5493	329	10	the	the	DET
fis-5493	329	11	buckling	buckling	NOUN
fis-5493	329	12	at	at	ADP
fis-5493	329	13	that	that	DET
fis-5493	329	14	area	area	NOUN
fis-5493	329	15	,	,	PUNCT
fis-5493	329	16	and	and	CCONJ
fis-5493	329	17	that	that	PRON
fis-5493	329	18	’s	’	VERB
fis-5493	329	19	why	why	SCONJ
fis-5493	329	20	the	the	DET
fis-5493	329	21	horizontal	horizontal	ADJ
fis-5493	329	22	stiffener	stiffener	NOUN
fis-5493	329	23	was	be	AUX
fis-5493	329	24	more	more	ADV
fis-5493	329	25	effective	effective	ADJ
fis-5493	329	26	in	in	ADP
fis-5493	329	27	resisting	resist	VERB
fis-5493	329	28	the	the	DET
fis-5493	329	29	possibility	possibility	NOUN
fis-5493	329	30	.	.	PUNCT
fis-5493	330	1	yet	yet	ADV
fis-5493	330	2	,	,	PUNCT
fis-5493	330	3	axial	axial	ADJ
fis-5493	330	4	stress	stress	NOUN
fis-5493	330	5	of	of	ADP
fis-5493	330	6	around	around	ADP
fis-5493	330	7	302	302	NUM
fis-5493	330	8	mpa	mpa	NOUN
fis-5493	330	9	did	do	AUX
fis-5493	330	10	not	not	PART
fis-5493	330	11	reach	reach	VERB
fis-5493	330	12	the	the	DET
fis-5493	330	13	assumed	assume	VERB
fis-5493	330	14	yielding	yield	VERB
fis-5493	330	15	stress	stress	NOUN
fis-5493	330	16	of	of	ADP
fis-5493	330	17	350	350	NUM
fis-5493	330	18	mpa	mpa	NOUN
fis-5493	330	19	,	,	PUNCT
fis-5493	330	20	so	so	ADV
fis-5493	330	21	linear	linear	ADJ
fis-5493	330	22	buckling	buckling	NOUN
fis-5493	330	23	analysis	analysis	NOUN
fis-5493	330	24	is	be	AUX
fis-5493	330	25	believed	believe	VERB
fis-5493	330	26	to	to	PART
fis-5493	330	27	be	be	AUX
fis-5493	330	28	valid	valid	ADJ
fis-5493	330	29	.	.	PUNCT
fis-5493	331	1	although	although	SCONJ
fis-5493	331	2	stress	stress	NOUN
fis-5493	331	3	concentration	concentration	NOUN
fis-5493	331	4	was	be	AUX
fis-5493	331	5	noticed	notice	VERB
fis-5493	331	6	in	in	ADP
fis-5493	331	7	the	the	DET
fis-5493	331	8	static	static	ADJ
fis-5493	331	9	analysis	analysis	NOUN
fis-5493	331	10	,	,	PUNCT
fis-5493	331	11	its	its	PRON
fis-5493	331	12	effect	effect	NOUN
fis-5493	331	13	was	be	AUX
fis-5493	331	14	not	not	PART
fis-5493	331	15	as	as	ADV
fis-5493	331	16	significant	significant	ADJ
fis-5493	331	17	in	in	ADP
fis-5493	331	18	the	the	DET
fis-5493	331	19	eigenvalue	eigenvalue	ADJ
fis-5493	331	20	buckling	buckling	NOUN
fis-5493	331	21	analysis	analysis	NOUN
fis-5493	331	22	,	,	PUNCT
fis-5493	331	23	as	as	SCONJ
fis-5493	331	24	was	be	AUX
fis-5493	331	25	shown	show	VERB
fis-5493	331	26	before	before	ADV
fis-5493	331	27	.	.	PUNCT
fis-5493	332	1	nonlinear	nonlinear	ADJ
fis-5493	332	2	buckling	buckle	VERB
fis-5493	332	3	analysis	analysis	NOUN
fis-5493	332	4	was	be	AUX
fis-5493	332	5	also	also	ADV
fis-5493	332	6	conducted	conduct	VERB
fis-5493	332	7	to	to	PART
fis-5493	332	8	check	check	VERB
fis-5493	332	9	if	if	SCONJ
fis-5493	332	10	the	the	DET
fis-5493	332	11	linear	linear	ADJ
fis-5493	332	12	buckling	buckling	NOUN
fis-5493	332	13	analysis	analysis	NOUN
fis-5493	332	14	was	be	AUX
fis-5493	332	15	valid	valid	ADJ
fis-5493	332	16	or	or	CCONJ
fis-5493	332	17	not	not	PART
fis-5493	332	18	.	.	PUNCT
fis-5493	333	1	bilinear	bilinear	NOUN
fis-5493	333	2	stress	stress	NOUN
fis-5493	333	3	strain	strain	NOUN
fis-5493	333	4	is	be	AUX
fis-5493	333	5	used	use	VERB
fis-5493	333	6	here	here	ADV
fis-5493	333	7	with	with	ADP
fis-5493	333	8	tangent	tangent	ADJ
fis-5493	333	9	modulus	modulus	NOUN
fis-5493	333	10	being	be	AUX
fis-5493	333	11	4.5	4.5	NUM
fis-5493	333	12	gpa	gpa	NOUN
fis-5493	333	13	,	,	PUNCT
fis-5493	333	14	with	with	ADP
fis-5493	333	15	a	a	DET
fis-5493	333	16	concentrated	concentrated	ADJ
fis-5493	333	17	load	load	NOUN
fis-5493	333	18	of	of	ADP
fis-5493	333	19	60	60	NUM
fis-5493	333	20	kn	kn	PROPN
fis-5493	333	21	,	,	PUNCT
fis-5493	333	22	shifted	shift	VERB
fis-5493	333	23	1	1	NUM
fis-5493	333	24	mm	mm	NOUN
fis-5493	333	25	from	from	ADP
fis-5493	333	26	the	the	DET
fis-5493	333	27	top	top	ADJ
fis-5493	333	28	flange	flange	NOUN
fis-5493	333	29	center	center	NOUN
fis-5493	333	30	to	to	PART
fis-5493	333	31	represent	represent	VERB
fis-5493	333	32	geometrical	geometrical	ADJ
fis-5493	333	33	imperfection	imperfection	NOUN
fis-5493	333	34	,	,	PUNCT
fis-5493	333	35	as	as	SCONJ
fis-5493	333	36	a	a	DET
fis-5493	333	37	perfectly	perfectly	ADV
fis-5493	333	38	symmetric	symmetric	ADJ
fis-5493	333	39	model	model	NOUN
fis-5493	333	40	wo	will	AUX
fis-5493	333	41	n't	not	PART
fis-5493	333	42	buckle	buckle	VERB
fis-5493	333	43	in	in	ADP
fis-5493	333	44	nonlinear	nonlinear	ADJ
fis-5493	333	45	analysis	analysis	NOUN
fis-5493	333	46	.	.	PUNCT
fis-5493	334	1	the	the	DET
fis-5493	334	2	nonlinear	nonlinear	ADJ
fis-5493	334	3	analysis	analysis	NOUN
fis-5493	334	4	predicted	predict	VERB
fis-5493	334	5	the	the	DET
fis-5493	334	6	buckling	buckle	VERB
fis-5493	334	7	load	load	NOUN
fis-5493	334	8	to	to	PART
fis-5493	334	9	be	be	AUX
fis-5493	334	10	about	about	ADV
fis-5493	334	11	32	32	NUM
fis-5493	334	12	kn	kn	PROPN
fis-5493	334	13	,	,	PUNCT
fis-5493	334	14	which	which	PRON
fis-5493	334	15	is	be	AUX
fis-5493	334	16	7.5	7.5	NUM
fis-5493	334	17	%	%	NOUN
fis-5493	334	18	higher	high	ADJ
fis-5493	334	19	than	than	ADP
fis-5493	334	20	the	the	DET
fis-5493	334	21	eigenvalue	eigenvalue	NOUN
fis-5493	334	22	analysis	analysis	NOUN
fis-5493	334	23	.	.	PUNCT
fis-5493	335	1	black	black	ADJ
fis-5493	335	2	colored	colored	ADJ
fis-5493	335	3	stress	stress	NOUN
fis-5493	335	4	indicating	indicate	VERB
fis-5493	335	5	stress	stress	NOUN
fis-5493	335	6	beyond	beyond	ADP
fis-5493	335	7	yield	yield	NOUN
fis-5493	335	8	point	point	NOUN
fis-5493	335	9	only	only	ADV
fis-5493	335	10	appeared	appear	VERB
fis-5493	335	11	after	after	ADP
fis-5493	335	12	the	the	DET
fis-5493	335	13	onset	onset	NOUN
fis-5493	335	14	of	of	ADP
fis-5493	335	15	the	the	DET
fis-5493	335	16	buckling	buckling	NOUN
fis-5493	335	17	,	,	PUNCT
fis-5493	335	18	indicating	indicate	VERB
fis-5493	335	19	that	that	SCONJ
fis-5493	335	20	linear	linear	ADJ
fis-5493	335	21	buckling	buckle	VERB
fis-5493	335	22	analysis	analysis	NOUN
fis-5493	335	23	is	be	AUX
fis-5493	335	24	valid	valid	ADJ
fis-5493	335	25	to	to	PART
fis-5493	335	26	estimate	estimate	VERB
fis-5493	335	27	the	the	DET
fis-5493	335	28	buckling	buckle	VERB
fis-5493	335	29	load	load	NOUN
fis-5493	335	30	.	.	PUNCT
fis-5493	336	1	(	(	PUNCT
fis-5493	336	2	a	a	X
fis-5493	336	3	)	)	PUNCT
fis-5493	336	4	(	(	PUNCT
fis-5493	336	5	b	b	X
fis-5493	336	6	)	)	PUNCT
fis-5493	336	7	figure	figure	NOUN
fis-5493	336	8	14	14	NUM
fis-5493	336	9	:	:	PUNCT
fis-5493	336	10	(	(	PUNCT
fis-5493	336	11	a	a	X
fis-5493	336	12	)	)	PUNCT
fis-5493	336	13	axial	axial	ADJ
fis-5493	336	14	stress	stress	NOUN
fis-5493	336	15	along	along	ADP
fis-5493	336	16	a	a	DET
fis-5493	336	17	girder	girder	NOUN
fis-5493	336	18	sample	sample	NOUN
fis-5493	336	19	in	in	ADP
fis-5493	336	20	linear	linear	ADJ
fis-5493	336	21	static	static	ADJ
fis-5493	336	22	analysis	analysis	NOUN
fis-5493	336	23	,	,	PUNCT
fis-5493	336	24	and	and	CCONJ
fis-5493	336	25	(	(	PUNCT
fis-5493	336	26	b	b	X
fis-5493	336	27	)	)	PUNCT
fis-5493	336	28	nonlinear	nonlinear	PROPN
fis-5493	336	29	von	von	PROPN
fis-5493	336	30	mises	mises	PROPN
fis-5493	336	31	stress	stress	VERB
fis-5493	336	32	after	after	SCONJ
fis-5493	336	33	buckling	buckling	NOUN
fis-5493	336	34	started	start	VERB
fis-5493	336	35	.	.	PUNCT
fis-5493	337	1	limitations	limitation	NOUN
fis-5493	337	2	although	although	SCONJ
fis-5493	337	3	the	the	DET
fis-5493	337	4	current	current	ADJ
fis-5493	337	5	study	study	NOUN
fis-5493	337	6	investigated	investigate	VERB
fis-5493	337	7	the	the	DET
fis-5493	337	8	effect	effect	NOUN
fis-5493	337	9	of	of	ADP
fis-5493	337	10	different	different	ADJ
fis-5493	337	11	parameters	parameter	NOUN
fis-5493	337	12	on	on	ADP
fis-5493	337	13	a	a	DET
fis-5493	337	14	stepped	step	VERB
fis-5493	337	15	steel	steel	NOUN
fis-5493	337	16	i	i	PRON
fis-5493	337	17	girder	girder	NOUN
fis-5493	337	18	's	's	PART
fis-5493	337	19	web	web	NOUN
fis-5493	337	20	buckling	buckling	NOUN
fis-5493	337	21	,	,	PUNCT
fis-5493	337	22	several	several	ADJ
fis-5493	337	23	limitations	limitation	NOUN
fis-5493	337	24	arise	arise	VERB
fis-5493	337	25	here	here	ADV
fis-5493	337	26	.	.	PUNCT
fis-5493	338	1	for	for	ADP
fis-5493	338	2	example	example	NOUN
fis-5493	338	3	,	,	PUNCT
fis-5493	338	4	various	various	ADJ
fis-5493	338	5	buckling	buckle	VERB
fis-5493	338	6	modes	mode	NOUN
fis-5493	338	7	interaction	interaction	NOUN
fis-5493	338	8	could	could	AUX
fis-5493	338	9	occur	occur	VERB
fis-5493	338	10	for	for	ADP
fis-5493	338	11	some	some	DET
fis-5493	338	12	geometries	geometry	NOUN
fis-5493	338	13	,	,	PUNCT
fis-5493	338	14	where	where	SCONJ
fis-5493	338	15	no	no	DET
fis-5493	338	16	clear	clear	ADJ
fis-5493	338	17	buckling	buckling	NOUN
fis-5493	338	18	can	can	AUX
fis-5493	338	19	be	be	AUX
fis-5493	338	20	identified	identify	VERB
fis-5493	338	21	.	.	PUNCT
fis-5493	339	1	it	it	PRON
fis-5493	339	2	was	be	AUX
fis-5493	339	3	noticed	notice	VERB
fis-5493	339	4	that	that	SCONJ
fis-5493	339	5	when	when	SCONJ
fis-5493	339	6	a	a	DET
fis-5493	339	7	horizontal	horizontal	ADJ
fis-5493	339	8	stiffener	stiffener	NOUN
fis-5493	339	9	was	be	AUX
fis-5493	339	10	used	use	VERB
fis-5493	339	11	,	,	PUNCT
fis-5493	339	12	the	the	DET
fis-5493	339	13	flange	flange	NOUN
fis-5493	339	14	and	and	CCONJ
fis-5493	339	15	web	web	NOUN
fis-5493	339	16	buckled	buckle	VERB
fis-5493	339	17	as	as	ADP
fis-5493	339	18	a	a	DET
fis-5493	339	19	single	single	ADJ
fis-5493	339	20	unit	unit	NOUN
fis-5493	339	21	.	.	PUNCT
fis-5493	340	1	also	also	ADV
fis-5493	340	2	,	,	PUNCT
fis-5493	340	3	assuming	assume	VERB
fis-5493	340	4	supported	support	VERB
fis-5493	340	5	or	or	CCONJ
fis-5493	340	6	fixed	fix	VERB
fis-5493	340	7	supported	support	VERB
fis-5493	340	8	girders	girder	NOUN
fis-5493	340	9	idealizes	idealize	VERB
fis-5493	340	10	the	the	DET
fis-5493	340	11	real	real	ADJ
fis-5493	340	12	-	-	PUNCT
fis-5493	340	13	world	world	NOUN
fis-5493	340	14	situation	situation	NOUN
fis-5493	340	15	.	.	PUNCT
fis-5493	341	1	if	if	SCONJ
fis-5493	341	2	the	the	DET
fis-5493	341	3	girder	girder	NOUN
fis-5493	341	4	is	be	AUX
fis-5493	341	5	part	part	NOUN
fis-5493	341	6	of	of	ADP
fis-5493	341	7	a	a	DET
fis-5493	341	8	a.	a.	NOUN
fis-5493	341	9	m.	m.	NOUN
fis-5493	341	10	almastri	almastri	PROPN
fis-5493	341	11	et	et	PROPN
fis-5493	341	12	alii	alii	PROPN
fis-5493	341	13	,	,	PUNCT
fis-5493	341	14	fracture	fracture	ADJ
fis-5493	341	15	and	and	CCONJ
fis-5493	341	16	structural	structural	ADJ
fis-5493	341	17	integrity	integrity	NOUN
fis-5493	341	18	,	,	PUNCT
fis-5493	341	19	74	74	NUM
fis-5493	341	20	(	(	PUNCT
fis-5493	341	21	2025	2025	NUM
fis-5493	341	22	)	)	PUNCT
fis-5493	341	23	342	342	NUM
fis-5493	341	24	-	-	SYM
fis-5493	341	25	357	357	NUM
fis-5493	341	26	;	;	PUNCT
fis-5493	341	27	doi	doi	NOUN
fis-5493	341	28	:	:	PUNCT
fis-5493	341	29	10.3221	10.3221	NUM
fis-5493	341	30	/	/	SYM
fis-5493	341	31	igf	igf	PROPN
fis-5493	341	32	-	-	ADJ
fis-5493	341	33	esis.74.21	esis.74.21	ADJ
fis-5493	341	34	355	355	NUM
fis-5493	341	35	frame	frame	NOUN
fis-5493	341	36	or	or	CCONJ
fis-5493	341	37	supported	support	VERB
fis-5493	341	38	by	by	ADP
fis-5493	341	39	a	a	DET
fis-5493	341	40	column	column	NOUN
fis-5493	341	41	,	,	PUNCT
fis-5493	341	42	the	the	DET
fis-5493	341	43	results	result	NOUN
fis-5493	341	44	would	would	AUX
fis-5493	341	45	differ	differ	VERB
fis-5493	341	46	from	from	ADP
fis-5493	341	47	those	those	PRON
fis-5493	341	48	obtained	obtain	VERB
fis-5493	341	49	here	here	ADV
fis-5493	341	50	.	.	PUNCT
fis-5493	342	1	hence	hence	ADV
fis-5493	342	2	,	,	PUNCT
fis-5493	342	3	it	it	PRON
fis-5493	342	4	is	be	AUX
fis-5493	342	5	advised	advise	VERB
fis-5493	342	6	to	to	PART
fis-5493	342	7	simulate	simulate	VERB
fis-5493	342	8	every	every	DET
fis-5493	342	9	case	case	NOUN
fis-5493	342	10	with	with	ADP
fis-5493	342	11	its	its	PRON
fis-5493	342	12	unique	unique	ADJ
fis-5493	342	13	conditions	condition	NOUN
fis-5493	342	14	.	.	PUNCT
fis-5493	343	1	conclusions	conclusion	NOUN
fis-5493	343	2	n	n	CCONJ
fis-5493	343	3	this	this	DET
fis-5493	343	4	paper	paper	NOUN
fis-5493	343	5	,	,	PUNCT
fis-5493	343	6	the	the	DET
fis-5493	343	7	local	local	ADJ
fis-5493	343	8	web	web	NOUN
fis-5493	343	9	buckling	buckling	NOUN
fis-5493	343	10	of	of	ADP
fis-5493	343	11	stepped	step	VERB
fis-5493	343	12	steel	steel	NOUN
fis-5493	343	13	i	i	NOUN
fis-5493	343	14	-	-	PUNCT
fis-5493	343	15	section	section	NOUN
fis-5493	343	16	girders	girder	NOUN
fis-5493	343	17	was	be	AUX
fis-5493	343	18	studied	study	VERB
fis-5493	343	19	.	.	PUNCT
fis-5493	344	1	firstly	firstly	ADV
fis-5493	344	2	,	,	PUNCT
fis-5493	344	3	linear	linear	PROPN
fis-5493	344	4	eigenvalue	eigenvalue	PROPN
fis-5493	344	5	buckling	buckle	VERB
fis-5493	344	6	finite	finite	ADJ
fis-5493	344	7	element	element	NOUN
fis-5493	344	8	analysis	analysis	NOUN
fis-5493	344	9	showed	show	VERB
fis-5493	344	10	an	an	DET
fis-5493	344	11	excellent	excellent	ADJ
fis-5493	344	12	and	and	CCONJ
fis-5493	344	13	acceptable	acceptable	ADJ
fis-5493	344	14	accuracy	accuracy	NOUN
fis-5493	344	15	in	in	ADP
fis-5493	344	16	simulating	simulate	VERB
fis-5493	344	17	complex	complex	ADJ
fis-5493	344	18	local	local	ADJ
fis-5493	344	19	buckling	buckle	VERB
fis-5493	344	20	cases	case	NOUN
fis-5493	344	21	with	with	ADP
fis-5493	344	22	an	an	DET
fis-5493	344	23	overestimation	overestimation	NOUN
fis-5493	344	24	of	of	ADP
fis-5493	344	25	roughly	roughly	ADV
fis-5493	344	26	10	10	NUM
fis-5493	344	27	%	%	NOUN
fis-5493	344	28	of	of	ADP
fis-5493	344	29	buckling	buckle	VERB
fis-5493	344	30	capacity	capacity	NOUN
fis-5493	344	31	compared	compare	VERB
fis-5493	344	32	with	with	ADP
fis-5493	344	33	experimental	experimental	ADJ
fis-5493	344	34	results	result	NOUN
fis-5493	344	35	.	.	PUNCT
fis-5493	345	1	on	on	ADP
fis-5493	345	2	the	the	DET
fis-5493	345	3	other	other	ADJ
fis-5493	345	4	hand	hand	NOUN
fis-5493	345	5	,	,	PUNCT
fis-5493	345	6	codes	code	NOUN
fis-5493	345	7	can	can	AUX
fis-5493	345	8	vary	vary	VERB
fis-5493	345	9	significantly	significantly	ADV
fis-5493	345	10	in	in	ADP
fis-5493	345	11	estimating	estimate	VERB
fis-5493	345	12	the	the	DET
fis-5493	345	13	web	web	NOUN
fis-5493	345	14	local	local	ADJ
fis-5493	345	15	buckling	buckling	NOUN
fis-5493	345	16	in	in	ADP
fis-5493	345	17	steel	steel	NOUN
fis-5493	345	18	girders	girder	NOUN
fis-5493	345	19	.	.	PUNCT
fis-5493	346	1	hence	hence	ADV
fis-5493	346	2	,	,	PUNCT
fis-5493	346	3	using	use	VERB
fis-5493	346	4	the	the	DET
fis-5493	346	5	finite	finite	ADJ
fis-5493	346	6	element	element	NOUN
fis-5493	346	7	method	method	NOUN
fis-5493	346	8	can	can	AUX
fis-5493	346	9	be	be	AUX
fis-5493	346	10	very	very	ADV
fis-5493	346	11	helpful	helpful	ADJ
fis-5493	346	12	in	in	ADP
fis-5493	346	13	solving	solve	VERB
fis-5493	346	14	such	such	ADJ
fis-5493	346	15	complex	complex	ADJ
fis-5493	346	16	problems	problem	NOUN
fis-5493	346	17	.	.	PUNCT
fis-5493	347	1	buckling	buckle	VERB
fis-5493	347	2	analysis	analysis	NOUN
fis-5493	347	3	of	of	ADP
fis-5493	347	4	complex	complex	ADJ
fis-5493	347	5	steel	steel	NOUN
fis-5493	347	6	geometries	geometry	NOUN
fis-5493	347	7	using	use	VERB
fis-5493	347	8	the	the	DET
fis-5493	347	9	finite	finite	ADJ
fis-5493	347	10	element	element	NOUN
fis-5493	347	11	method	method	NOUN
fis-5493	347	12	may	may	AUX
fis-5493	347	13	be	be	AUX
fis-5493	347	14	mandated	mandate	VERB
fis-5493	347	15	to	to	PART
fis-5493	347	16	avoid	avoid	VERB
fis-5493	347	17	any	any	DET
fis-5493	347	18	possible	possible	ADJ
fis-5493	347	19	buckling	buckling	NOUN
fis-5493	347	20	failure	failure	NOUN
fis-5493	347	21	.	.	PUNCT
fis-5493	348	1	proposing	propose	VERB
fis-5493	348	2	a	a	DET
fis-5493	348	3	step	step	NOUN
fis-5493	348	4	in	in	ADP
fis-5493	348	5	the	the	DET
fis-5493	348	6	steel	steel	NOUN
fis-5493	348	7	i	i	NOUN
fis-5493	348	8	-	-	PUNCT
fis-5493	348	9	section	section	NOUN
fis-5493	348	10	girders	girder	NOUN
fis-5493	348	11	'	'	PART
fis-5493	348	12	compressive	compressive	ADJ
fis-5493	348	13	flange	flange	NOUN
fis-5493	348	14	disturbs	disturb	VERB
fis-5493	348	15	the	the	DET
fis-5493	348	16	stress	stress	NOUN
fis-5493	348	17	continuity	continuity	NOUN
fis-5493	348	18	in	in	ADP
fis-5493	348	19	the	the	DET
fis-5493	348	20	flange	flange	NOUN
fis-5493	348	21	.	.	PUNCT
fis-5493	349	1	it	it	PRON
fis-5493	349	2	puts	put	VERB
fis-5493	349	3	high	high	ADJ
fis-5493	349	4	local	local	ADJ
fis-5493	349	5	horizontal	horizontal	ADJ
fis-5493	349	6	compressive	compressive	ADJ
fis-5493	349	7	stress	stress	NOUN
fis-5493	349	8	on	on	ADP
fis-5493	349	9	the	the	DET
fis-5493	349	10	web	web	NOUN
fis-5493	349	11	,	,	PUNCT
fis-5493	349	12	leading	lead	VERB
fis-5493	349	13	to	to	ADP
fis-5493	349	14	local	local	ADJ
fis-5493	349	15	buckling	buckling	NOUN
fis-5493	349	16	at	at	ADP
fis-5493	349	17	the	the	DET
fis-5493	349	18	step	step	NOUN
fis-5493	349	19	.	.	PUNCT
fis-5493	350	1	large	large	ADJ
fis-5493	350	2	stepping	stepping	NOUN
fis-5493	350	3	of	of	ADP
fis-5493	350	4	a	a	DET
fis-5493	350	5	steel	steel	NOUN
fis-5493	350	6	girder	girder	NOUN
fis-5493	350	7	degrades	degrade	VERB
fis-5493	350	8	the	the	DET
fis-5493	350	9	girder	girder	NOUN
fis-5493	350	10	's	's	PART
fis-5493	350	11	capacity	capacity	NOUN
fis-5493	350	12	significantly	significantly	ADV
fis-5493	350	13	.	.	PUNCT
fis-5493	351	1	different	different	ADJ
fis-5493	351	2	actions	action	NOUN
fis-5493	351	3	are	be	AUX
fis-5493	351	4	possible	possible	ADJ
fis-5493	351	5	to	to	PART
fis-5493	351	6	mitigate	mitigate	VERB
fis-5493	351	7	the	the	DET
fis-5493	351	8	effects	effect	NOUN
fis-5493	351	9	of	of	ADP
fis-5493	351	10	the	the	DET
fis-5493	351	11	stepping	stepping	NOUN
fis-5493	351	12	.	.	PUNCT
fis-5493	352	1	moving	move	VERB
fis-5493	352	2	the	the	DET
fis-5493	352	3	step	step	NOUN
fis-5493	352	4	from	from	ADP
fis-5493	352	5	the	the	DET
fis-5493	352	6	compression	compression	NOUN
fis-5493	352	7	flange	flange	NOUN
fis-5493	352	8	to	to	ADP
fis-5493	352	9	the	the	DET
fis-5493	352	10	tension	tension	NOUN
fis-5493	352	11	flange	flange	NOUN
fis-5493	352	12	can	can	AUX
fis-5493	352	13	help	help	VERB
fis-5493	352	14	significantly	significantly	ADV
fis-5493	352	15	restore	restore	VERB
fis-5493	352	16	the	the	DET
fis-5493	352	17	web	web	NOUN
fis-5493	352	18	buckling	buckling	NOUN
fis-5493	352	19	capacity	capacity	NOUN
fis-5493	352	20	.	.	PUNCT
fis-5493	353	1	if	if	SCONJ
fis-5493	353	2	the	the	DET
fis-5493	353	3	stepping	stepping	NOUN
fis-5493	353	4	was	be	AUX
fis-5493	353	5	necessary	necessary	ADJ
fis-5493	353	6	to	to	PART
fis-5493	353	7	be	be	AUX
fis-5493	353	8	in	in	ADP
fis-5493	353	9	the	the	DET
fis-5493	353	10	compression	compression	NOUN
fis-5493	353	11	flange	flange	NOUN
fis-5493	353	12	,	,	PUNCT
fis-5493	353	13	moving	move	VERB
fis-5493	353	14	it	it	PRON
fis-5493	353	15	from	from	ADP
fis-5493	353	16	a	a	DET
fis-5493	353	17	higher	high	ADJ
fis-5493	353	18	moment	moment	NOUN
fis-5493	353	19	point	point	NOUN
fis-5493	353	20	to	to	ADP
fis-5493	353	21	a	a	DET
fis-5493	353	22	lower	low	ADJ
fis-5493	353	23	moment	moment	NOUN
fis-5493	353	24	point	point	NOUN
fis-5493	353	25	can	can	AUX
fis-5493	353	26	also	also	ADV
fis-5493	353	27	help	help	VERB
fis-5493	353	28	the	the	DET
fis-5493	353	29	web	web	NOUN
fis-5493	353	30	to	to	PART
fis-5493	353	31	support	support	VERB
fis-5493	353	32	higher	high	ADJ
fis-5493	353	33	loads	load	NOUN
fis-5493	353	34	.	.	PUNCT
fis-5493	354	1	another	another	DET
fis-5493	354	2	option	option	NOUN
fis-5493	354	3	is	be	AUX
fis-5493	354	4	to	to	PART
fis-5493	354	5	use	use	VERB
fis-5493	354	6	stiffeners	stiffener	NOUN
fis-5493	354	7	to	to	PART
fis-5493	354	8	resist	resist	VERB
fis-5493	354	9	the	the	DET
fis-5493	354	10	possible	possible	ADJ
fis-5493	354	11	web	web	NOUN
fis-5493	354	12	buckling	buckling	NOUN
fis-5493	354	13	.	.	PUNCT
fis-5493	355	1	horizontal	horizontal	PROPN
fis-5493	355	2	stiffener	stiffener	NOUN
fis-5493	355	3	showed	show	VERB
fis-5493	355	4	higher	high	ADJ
fis-5493	355	5	resistance	resistance	NOUN
fis-5493	355	6	to	to	ADP
fis-5493	355	7	web	web	NOUN
fis-5493	355	8	local	local	ADJ
fis-5493	355	9	buckling	buckling	NOUN
fis-5493	355	10	at	at	ADP
fis-5493	355	11	the	the	DET
fis-5493	355	12	step	step	NOUN
fis-5493	355	13	than	than	ADP
fis-5493	355	14	the	the	DET
fis-5493	355	15	vertical	vertical	ADJ
fis-5493	355	16	stiffener	stiffener	NOUN
fis-5493	355	17	.	.	PUNCT
fis-5493	356	1	in	in	ADP
fis-5493	356	2	the	the	DET
fis-5493	356	3	end	end	NOUN
fis-5493	356	4	,	,	PUNCT
fis-5493	356	5	stability	stability	NOUN
fis-5493	356	6	buckling	buckle	VERB
fis-5493	356	7	analysis	analysis	NOUN
fis-5493	356	8	was	be	AUX
fis-5493	356	9	seen	see	VERB
fis-5493	356	10	to	to	PART
fis-5493	356	11	be	be	AUX
fis-5493	356	12	less	less	ADV
fis-5493	356	13	sensitive	sensitive	ADJ
fis-5493	356	14	to	to	ADP
fis-5493	356	15	numerical	numerical	ADJ
fis-5493	356	16	singularities	singularity	NOUN
fis-5493	356	17	than	than	ADP
fis-5493	356	18	traditional	traditional	ADJ
fis-5493	356	19	static	static	ADJ
fis-5493	356	20	analysis	analysis	NOUN
fis-5493	356	21	.	.	PUNCT
fis-5493	357	1	the	the	DET
fis-5493	357	2	effect	effect	NOUN
fis-5493	357	3	of	of	ADP
fis-5493	357	4	such	such	ADJ
fis-5493	357	5	numerical	numerical	ADJ
fis-5493	357	6	singularities	singularity	NOUN
fis-5493	357	7	on	on	ADP
fis-5493	357	8	buckling	buckle	VERB
fis-5493	357	9	analysis	analysis	NOUN
fis-5493	357	10	is	be	AUX
fis-5493	357	11	recommended	recommend	VERB
fis-5493	357	12	to	to	PART
fis-5493	357	13	be	be	AUX
fis-5493	357	14	studied	study	VERB
fis-5493	357	15	in	in	ADP
fis-5493	357	16	the	the	DET
fis-5493	357	17	future	future	NOUN
fis-5493	357	18	.	.	PUNCT
fis-5493	358	1	credit	credit	NOUN
fis-5493	358	2	authorship	authorship	NOUN
fis-5493	358	3	contribution	contribution	NOUN
fis-5493	358	4	statement	statement	NOUN
fis-5493	358	5	min	min	PROPN
fis-5493	358	6	h.	h.	PROPN
fis-5493	358	7	almasri	almasri	PROPN
fis-5493	358	8	:	:	PUNCT
fis-5493	358	9	investigation	investigation	NOUN
fis-5493	358	10	,	,	PUNCT
fis-5493	358	11	formal	formal	ADJ
fis-5493	358	12	analysis	analysis	NOUN
fis-5493	358	13	,	,	PUNCT
fis-5493	358	14	validation	validation	NOUN
fis-5493	358	15	,	,	PUNCT
fis-5493	358	16	supervision	supervision	NOUN
fis-5493	358	17	,	,	PUNCT
fis-5493	358	18	project	project	NOUN
fis-5493	358	19	administration	administration	NOUN
fis-5493	358	20	,	,	PUNCT
fis-5493	358	21	methodology	methodology	NOUN
fis-5493	358	22	,	,	PUNCT
fis-5493	358	23	conceptualization	conceptualization	NOUN
fis-5493	358	24	,	,	PUNCT
fis-5493	358	25	visualization	visualization	NOUN
fis-5493	358	26	,	,	PUNCT
fis-5493	358	27	writing	writing	NOUN
fis-5493	358	28	–	–	PUNCT
fis-5493	358	29	review	review	NOUN
fis-5493	358	30	&	&	CCONJ
fis-5493	358	31	editing	editing	PROPN
fis-5493	358	32	,	,	PUNCT
fis-5493	358	33	writing	writing	NOUN
fis-5493	358	34	–	–	PUNCT
fis-5493	358	35	original	original	ADJ
fis-5493	358	36	draft	draft	NOUN
fis-5493	358	37	.	.	PUNCT
fis-5493	359	1	mohammad	mohammad	PROPN
fis-5493	359	2	nadeem	nadeem	PROPN
fis-5493	359	3	akhtar	akhtar	PROPN
fis-5493	359	4	:	:	PUNCT
fis-5493	359	5	visualization	visualization	NOUN
fis-5493	359	6	,	,	PUNCT
fis-5493	359	7	writing	writing	NOUN
fis-5493	359	8	–	–	PUNCT
fis-5493	359	9	review	review	NOUN
fis-5493	359	10	&	&	CCONJ
fis-5493	359	11	editing	editing	PROPN
fis-5493	359	12	,	,	PUNCT
fis-5493	359	13	writing	writing	NOUN
fis-5493	359	14	–	–	PUNCT
fis-5493	359	15	original	original	ADJ
fis-5493	359	16	draft	draft	NOUN
fis-5493	359	17	.	.	PUNCT
fis-5493	360	1	declaration	declaration	NOUN
fis-5493	360	2	of	of	ADP
fis-5493	360	3	competing	compete	VERB
fis-5493	360	4	interest	interest	NOUN
fis-5493	360	5	he	he	PRON
fis-5493	360	6	authors	author	NOUN
fis-5493	360	7	declare	declare	VERB
fis-5493	360	8	that	that	SCONJ
fis-5493	360	9	they	they	PRON
fis-5493	360	10	have	have	VERB
fis-5493	360	11	no	no	DET
fis-5493	360	12	known	know	VERB
fis-5493	360	13	competing	compete	VERB
fis-5493	360	14	financial	financial	ADJ
fis-5493	360	15	interests	interest	NOUN
fis-5493	360	16	or	or	CCONJ
fis-5493	360	17	personal	personal	ADJ
fis-5493	360	18	relationships	relationship	NOUN
fis-5493	360	19	that	that	PRON
fis-5493	360	20	could	could	AUX
fis-5493	360	21	have	have	AUX
fis-5493	360	22	appeared	appear	VERB
fis-5493	360	23	to	to	PART
fis-5493	360	24	influence	influence	VERB
fis-5493	360	25	the	the	DET
fis-5493	360	26	work	work	NOUN
fis-5493	360	27	reported	report	VERB
fis-5493	360	28	in	in	ADP
fis-5493	360	29	this	this	DET
fis-5493	360	30	paper	paper	NOUN
fis-5493	360	31	.	.	PUNCT
fis-5493	361	1	data	datum	NOUN
fis-5493	361	2	availability	availability	PROPN
fis-5493	361	3	ata	ata	PROPN
fis-5493	361	4	will	will	AUX
fis-5493	361	5	be	be	AUX
fis-5493	361	6	made	make	VERB
fis-5493	361	7	available	available	ADJ
fis-5493	361	8	on	on	ADP
fis-5493	361	9	request	request	NOUN
fis-5493	361	10	.	.	PUNCT
fis-5493	362	1	references	reference	NOUN
fis-5493	362	2	[	[	X
fis-5493	362	3	1	1	NUM
fis-5493	362	4	]	]	PUNCT
fis-5493	362	5	barrau	barrau	NOUN
fis-5493	362	6	,	,	PUNCT
fis-5493	362	7	j.-j	j.-j	PROPN
fis-5493	362	8	.	.	PROPN
fis-5493	362	9	,	,	PUNCT
fis-5493	362	10	creze	creze	PROPN
fis-5493	362	11	,	,	PUNCT
fis-5493	362	12	s.	s.	PROPN
fis-5493	362	13	,	,	PUNCT
fis-5493	362	14	castanie	castanie	PROPN
fis-5493	362	15	,	,	PUNCT
fis-5493	362	16	b.	b.	PROPN
fis-5493	362	17	(	(	PUNCT
fis-5493	362	18	2005	2005	NUM
fis-5493	362	19	)	)	PUNCT
fis-5493	362	20	.	.	PUNCT
fis-5493	363	1	buckling	buckling	NOUN
fis-5493	363	2	and	and	CCONJ
fis-5493	363	3	post	post	ADJ
fis-5493	363	4	-	-	ADJ
fis-5493	363	5	buckling	buckling	NOUN
fis-5493	363	6	of	of	ADP
fis-5493	363	7	beams	beam	NOUN
fis-5493	363	8	with	with	ADP
fis-5493	363	9	flat	flat	ADJ
fis-5493	363	10	webs	webs	NOUN
fis-5493	363	11	.	.	PUNCT
fis-5493	364	1	thin	thin	ADJ
fis-5493	364	2	-	-	PUNCT
fis-5493	364	3	walled	wall	VERB
fis-5493	364	4	structures	structure	NOUN
fis-5493	364	5	43	43	NUM
fis-5493	364	6	,	,	PUNCT
fis-5493	364	7	877–894	877–894	NUM
fis-5493	364	8	.	.	PUNCT
fis-5493	365	1	doi	doi	NOUN
fis-5493	365	2	:	:	PUNCT
fis-5493	365	3	https://doi.org/10.1016/j.tws.2005.01.001	https://doi.org/10.1016/j.tws.2005.01.001	NOUN
fis-5493	365	4	.	.	PUNCT
fis-5493	366	1	[	[	X
fis-5493	366	2	2	2	NUM
fis-5493	366	3	]	]	X
fis-5493	366	4	loaiza	loaiza	ADJ
fis-5493	366	5	,	,	PUNCT
fis-5493	366	6	n.	n.	NOUN
fis-5493	366	7	,	,	PUNCT
fis-5493	366	8	graciano	graciano	NOUN
fis-5493	366	9	,	,	PUNCT
fis-5493	366	10	c.	c.	PROPN
fis-5493	366	11	,	,	PUNCT
fis-5493	366	12	chacón	chacón	PROPN
fis-5493	366	13	,	,	PUNCT
fis-5493	366	14	r.	r.	PROPN
fis-5493	366	15	(	(	PUNCT
fis-5493	366	16	2018	2018	NUM
fis-5493	366	17	)	)	PUNCT
fis-5493	366	18	.	.	PUNCT
fis-5493	367	1	web	web	NOUN
fis-5493	367	2	crippling	crippling	ADJ
fis-5493	367	3	strength	strength	NOUN
fis-5493	367	4	of	of	ADP
fis-5493	367	5	longitudinally	longitudinally	ADV
fis-5493	367	6	stiffened	stiffen	VERB
fis-5493	367	7	steel	steel	NOUN
fis-5493	367	8	plate	plate	NOUN
fis-5493	367	9	girder	girder	NOUN
fis-5493	367	10	webs	webs	NOUN
fis-5493	367	11	subjected	subject	VERB
fis-5493	367	12	to	to	ADP
fis-5493	367	13	concentrated	concentrate	VERB
fis-5493	367	14	loading	loading	NOUN
fis-5493	367	15	.	.	PUNCT
fis-5493	368	1	eng	eng	PROPN
fis-5493	368	2	j	j	PROPN
fis-5493	368	3	55	55	NUM
fis-5493	368	4	,	,	PUNCT
fis-5493	368	5	pp	pp	ADJ
fis-5493	368	6	.	.	PUNCT
fis-5493	369	1	191–201	191–201	NUM
fis-5493	369	2	.	.	PUNCT
fis-5493	370	1	doi	doi	NOUN
fis-5493	370	2	:	:	PUNCT
fis-5493	370	3	https://doi.org/10.62913/engj.v55i3.1133	https://doi.org/10.62913/engj.v55i3.1133	PUNCT
fis-5493	370	4	.	.	PUNCT
fis-5493	371	1	[	[	X
fis-5493	371	2	3	3	NUM
fis-5493	371	3	]	]	X
fis-5493	371	4	shi	shi	PROPN
fis-5493	371	5	,	,	PUNCT
fis-5493	371	6	y.	y.	PROPN
fis-5493	371	7	,	,	PUNCT
fis-5493	371	8	xu	xu	PROPN
fis-5493	371	9	,	,	PUNCT
fis-5493	371	10	k.	k.	PROPN
fis-5493	371	11	(	(	PUNCT
fis-5493	371	12	2019	2019	NUM
fis-5493	371	13	)	)	PUNCT
fis-5493	371	14	.	.	PUNCT
fis-5493	372	1	experimental	experimental	ADJ
fis-5493	372	2	and	and	CCONJ
fis-5493	372	3	analytical	analytical	ADJ
fis-5493	372	4	study	study	NOUN
fis-5493	372	5	on	on	ADP
fis-5493	372	6	local	local	ADJ
fis-5493	372	7	buckling	buckle	VERB
fis-5493	372	8	behavior	behavior	NOUN
fis-5493	372	9	of	of	ADP
fis-5493	372	10	high	high	ADJ
fis-5493	372	11	strength	strength	NOUN
fis-5493	372	12	steel	steel	NOUN
fis-5493	372	13	welded	weld	VERB
fis-5493	372	14	i	i	NOUN
fis-5493	372	15	-	-	PUNCT
fis-5493	372	16	section	section	NOUN
fis-5493	372	17	beams	beam	NOUN
fis-5493	372	18	.	.	PUNCT
fis-5493	373	1	int	int	NOUN
fis-5493	373	2	j	j	PROPN
fis-5493	373	3	steel	steel	NOUN
fis-5493	373	4	struct	struct	NOUN
fis-5493	373	5	19	19	NUM
fis-5493	373	6	,	,	PUNCT
fis-5493	373	7	pp	pp	ADJ
fis-5493	373	8	.	.	PUNCT
fis-5493	374	1	1171–1190	1171–1190	NUM
fis-5493	374	2	.	.	PUNCT
fis-5493	375	1	doi	doi	NOUN
fis-5493	375	2	:	:	PUNCT
fis-5493	375	3	https://doi.org/10.1007/s13296-018-0196-6	https://doi.org/10.1007/s13296-018-0196-6	PROPN
fis-5493	375	4	.	.	PUNCT
fis-5493	376	1	i	i	PRON
fis-5493	376	2	a	a	DET
fis-5493	376	3	t	t	NOUN
fis-5493	376	4	d	d	NOUN
fis-5493	376	5	a.	a.	NOUN
fis-5493	376	6	m.	m.	NOUN
fis-5493	376	7	almastri	almastri	PROPN
fis-5493	376	8	et	et	PROPN
fis-5493	376	9	alii	alii	PROPN
fis-5493	376	10	,	,	PUNCT
fis-5493	376	11	fracture	fracture	ADJ
fis-5493	376	12	and	and	CCONJ
fis-5493	376	13	structural	structural	ADJ
fis-5493	376	14	integrity	integrity	NOUN
fis-5493	376	15	,	,	PUNCT
fis-5493	376	16	74	74	NUM
fis-5493	376	17	(	(	PUNCT
fis-5493	376	18	2025	2025	NUM
fis-5493	376	19	)	)	PUNCT
fis-5493	376	20	342	342	NUM
fis-5493	376	21	-	-	SYM
fis-5493	376	22	357	357	NUM
fis-5493	376	23	;	;	PUNCT
fis-5493	376	24	doi	doi	NOUN
fis-5493	376	25	:	:	PUNCT
fis-5493	376	26	10.3221	10.3221	NUM
fis-5493	376	27	/	/	SYM
fis-5493	376	28	igf	igf	PROPN
fis-5493	376	29	-	-	PUNCT
fis-5493	376	30	esis.74.21	esis.74.21	ADJ
fis-5493	376	31	356	356	NUM
fis-5493	376	32	[	[	X
fis-5493	376	33	4	4	NUM
fis-5493	376	34	]	]	X
fis-5493	376	35	nascimento	nascimento	PROPN
fis-5493	376	36	,	,	PUNCT
fis-5493	376	37	s.	s.	PROPN
fis-5493	376	38	,	,	PUNCT
fis-5493	376	39	pedro	pedro	PROPN
fis-5493	376	40	,	,	PUNCT
fis-5493	376	41	j.j.o	j.j.o	PROPN
fis-5493	376	42	.	.	PROPN
fis-5493	376	43	,	,	PUNCT
fis-5493	376	44	biscaya	biscaya	PROPN
fis-5493	376	45	,	,	PUNCT
fis-5493	376	46	a.	a.	NOUN
fis-5493	376	47	(	(	PUNCT
fis-5493	376	48	2020	2020	NUM
fis-5493	376	49	)	)	PUNCT
fis-5493	376	50	.	.	PUNCT
fis-5493	377	1	web	web	NOUN
fis-5493	377	2	buckling	buckling	NOUN
fis-5493	377	3	of	of	ADP
fis-5493	377	4	high	high	ADJ
fis-5493	377	5	-	-	PUNCT
fis-5493	377	6	strength	strength	NOUN
fis-5493	377	7	steel	steel	NOUN
fis-5493	377	8	plate	plate	NOUN
fis-5493	377	9	girders	girder	NOUN
fis-5493	377	10	induced	induce	VERB
fis-5493	377	11	by	by	ADP
fis-5493	377	12	bending	bend	VERB
fis-5493	377	13	curvature	curvature	NOUN
fis-5493	377	14	.	.	PUNCT
fis-5493	378	1	steel	steel	NOUN
fis-5493	378	2	construction	construction	NOUN
fis-5493	378	3	13	13	NUM
fis-5493	378	4	,	,	PUNCT
fis-5493	378	5	pp	pp	ADJ
fis-5493	378	6	.	.	PUNCT
fis-5493	379	1	84–91	84–91	NUM
fis-5493	379	2	.	.	PUNCT
fis-5493	380	1	doi	doi	NOUN
fis-5493	380	2	:	:	PUNCT
fis-5493	380	3	https://doi.org/10.1002/stco.202000015	https://doi.org/10.1002/stco.202000015	X
fis-5493	380	4	.	.	PUNCT
fis-5493	381	1	[	[	X
fis-5493	381	2	5	5	NUM
fis-5493	381	3	]	]	PUNCT
fis-5493	381	4	ragheb	ragheb	NOUN
fis-5493	381	5	,	,	PUNCT
fis-5493	381	6	w.f	w.f	PROPN
fis-5493	381	7	.	.	PROPN
fis-5493	381	8	(	(	PUNCT
fis-5493	381	9	2015	2015	NUM
fis-5493	381	10	)	)	PUNCT
fis-5493	381	11	.	.	PUNCT
fis-5493	382	1	local	local	ADJ
fis-5493	382	2	buckling	buckling	NOUN
fis-5493	382	3	of	of	ADP
fis-5493	382	4	welded	weld	VERB
fis-5493	382	5	steel	steel	NOUN
fis-5493	382	6	i	i	NOUN
fis-5493	382	7	-	-	PUNCT
fis-5493	382	8	beams	beam	NOUN
fis-5493	382	9	considering	consider	VERB
fis-5493	382	10	flange	flange	NOUN
fis-5493	382	11	–	–	PUNCT
fis-5493	382	12	web	web	NOUN
fis-5493	382	13	interaction	interaction	NOUN
fis-5493	382	14	.	.	PUNCT
fis-5493	383	1	thin	thin	ADJ
fis-5493	383	2	-	-	PUNCT
fis-5493	383	3	walled	walled	ADJ
fis-5493	383	4	structures	structure	NOUN
fis-5493	383	5	97	97	NUM
fis-5493	383	6	,	,	PUNCT
fis-5493	383	7	pp	pp	ADJ
fis-5493	383	8	.	.	PUNCT
fis-5493	384	1	241–249	241–249	NUM
fis-5493	384	2	.	.	PUNCT
fis-5493	385	1	doi	doi	NOUN
fis-5493	385	2	:	:	PUNCT
fis-5493	385	3	https://doi.org/10.1016/j.tws.2015.09.026	https://doi.org/10.1016/j.tws.2015.09.026	PROPN
fis-5493	385	4	.	.	PUNCT
fis-5493	386	1	[	[	X
fis-5493	386	2	6	6	NUM
fis-5493	386	3	]	]	SYM
fis-5493	386	4	couto	couto	PROPN
fis-5493	386	5	,	,	PUNCT
fis-5493	386	6	c.	c.	PROPN
fis-5493	386	7	,	,	PUNCT
fis-5493	386	8	real	real	ADJ
fis-5493	386	9	,	,	PUNCT
fis-5493	386	10	p.v	p.v	PROPN
fis-5493	386	11	.	.	PROPN
fis-5493	386	12	(	(	PUNCT
fis-5493	386	13	2019	2019	NUM
fis-5493	386	14	)	)	PUNCT
fis-5493	386	15	.	.	PUNCT
fis-5493	387	1	on	on	ADP
fis-5493	387	2	the	the	DET
fis-5493	387	3	interaction	interaction	NOUN
fis-5493	387	4	between	between	ADP
fis-5493	387	5	local	local	ADJ
fis-5493	387	6	and	and	CCONJ
fis-5493	387	7	lateral	lateral	ADJ
fis-5493	387	8	-	-	PUNCT
fis-5493	387	9	torsional	torsional	NOUN
fis-5493	387	10	buckling	buckling	NOUN
fis-5493	387	11	of	of	ADP
fis-5493	387	12	i	i	NOUN
fis-5493	387	13	-	-	PUNCT
fis-5493	387	14	shaped	shape	VERB
fis-5493	387	15	slender	slender	ADJ
fis-5493	387	16	section	section	NOUN
fis-5493	387	17	beams	beam	NOUN
fis-5493	387	18	.	.	PUNCT
fis-5493	388	1	proceedings	proceeding	NOUN
fis-5493	388	2	of	of	ADP
fis-5493	388	3	the	the	DET
fis-5493	388	4	annual	annual	ADJ
fis-5493	388	5	stability	stability	NOUN
fis-5493	388	6	conference	conference	VERB
fis-5493	388	7	structural	structural	ADJ
fis-5493	388	8	stability	stability	NOUN
fis-5493	388	9	research	research	PROPN
fis-5493	388	10	council	council	PROPN
fis-5493	388	11	st	st	PROPN
fis-5493	388	12	.	.	PROPN
fis-5493	388	13	louis	louis	PROPN
fis-5493	388	14	,	,	PUNCT
fis-5493	388	15	missouri	missouri	PROPN
fis-5493	388	16	.	.	PUNCT
fis-5493	389	1	[	[	X
fis-5493	389	2	7	7	NUM
fis-5493	389	3	]	]	X
fis-5493	389	4	sener	sener	NOUN
fis-5493	389	5	,	,	PUNCT
fis-5493	389	6	k.	k.	PROPN
fis-5493	389	7	,	,	PUNCT
fis-5493	389	8	witte	witte	PROPN
fis-5493	389	9	,	,	PUNCT
fis-5493	389	10	j.	j.	PROPN
fis-5493	389	11	,	,	PUNCT
fis-5493	389	12	varma	varma	PROPN
fis-5493	389	13	,	,	PUNCT
fis-5493	389	14	a.h	a.h	PROPN
fis-5493	389	15	.	.	PROPN
fis-5493	389	16	(	(	PUNCT
fis-5493	389	17	2019	2019	NUM
fis-5493	389	18	)	)	PUNCT
fis-5493	389	19	.	.	PUNCT
fis-5493	390	1	on	on	ADP
fis-5493	390	2	the	the	DET
fis-5493	390	3	influence	influence	NOUN
fis-5493	390	4	of	of	ADP
fis-5493	390	5	load	load	NOUN
fis-5493	390	6	width	width	ADJ
fis-5493	390	7	on	on	ADP
fis-5493	390	8	web	web	NOUN
fis-5493	390	9	compression	compression	NOUN
fis-5493	390	10	buckling	buckling	NOUN
fis-5493	390	11	strength	strength	NOUN
fis-5493	390	12	.	.	PUNCT
fis-5493	391	1	proceedings	proceeding	NOUN
fis-5493	391	2	of	of	ADP
fis-5493	391	3	the	the	DET
fis-5493	391	4	annual	annual	ADJ
fis-5493	391	5	stability	stability	NOUN
fis-5493	391	6	conference	conference	VERB
fis-5493	391	7	structural	structural	ADJ
fis-5493	391	8	stability	stability	NOUN
fis-5493	391	9	research	research	PROPN
fis-5493	391	10	council	council	PROPN
fis-5493	391	11	st	st	PROPN
fis-5493	391	12	.	.	PROPN
fis-5493	391	13	louis	louis	PROPN
fis-5493	391	14	,	,	PUNCT
fis-5493	391	15	missouri	missouri	PROPN
fis-5493	391	16	,	,	PUNCT
fis-5493	391	17	pp	pp	ADJ
fis-5493	391	18	.	.	PUNCT
fis-5493	392	1	1	1	NUM
fis-5493	392	2	-	-	SYM
fis-5493	392	3	13	13	NUM
fis-5493	392	4	.	.	PUNCT
fis-5493	393	1	[	[	X
fis-5493	393	2	8	8	NUM
fis-5493	393	3	]	]	X
fis-5493	393	4	mamazizi	mamazizi	PROPN
fis-5493	393	5	,	,	PUNCT
fis-5493	393	6	s.	s.	PROPN
fis-5493	393	7	,	,	PUNCT
fis-5493	393	8	crocetti	crocetti	PROPN
fis-5493	393	9	,	,	PUNCT
fis-5493	393	10	r.	r.	PROPN
fis-5493	393	11	,	,	PUNCT
fis-5493	393	12	mehri	mehri	PROPN
fis-5493	393	13	,	,	PUNCT
fis-5493	393	14	h.	h.	PROPN
fis-5493	393	15	,	,	PUNCT
fis-5493	393	16	university	university	PROPN
fis-5493	393	17	,	,	PUNCT
fis-5493	393	18	l.	l.	PROPN
fis-5493	393	19	(	(	PUNCT
fis-5493	393	20	2013	2013	NUM
fis-5493	393	21	)	)	PUNCT
fis-5493	393	22	.	.	PUNCT
fis-5493	394	1	numerical	numerical	PROPN
fis-5493	394	2	and	and	CCONJ
fis-5493	394	3	experimental	experimental	ADJ
fis-5493	394	4	investigation	investigation	NOUN
fis-5493	394	5	on	on	ADP
fis-5493	394	6	the	the	DET
fis-5493	394	7	postbuckling	postbuckle	VERB
fis-5493	394	8	behavior	behavior	NOUN
fis-5493	394	9	of	of	ADP
fis-5493	394	10	steel	steel	NOUN
fis-5493	394	11	plate	plate	NOUN
fis-5493	394	12	girders	girder	NOUN
fis-5493	394	13	subjected	subject	VERB
fis-5493	394	14	to	to	ADP
fis-5493	394	15	shear	shear	NOUN
fis-5493	394	16	.	.	PUNCT
fis-5493	395	1	proceedings	proceeding	NOUN
fis-5493	395	2	of	of	ADP
fis-5493	395	3	the	the	DET
fis-5493	395	4	annual	annual	ADJ
fis-5493	395	5	stability	stability	NOUN
fis-5493	395	6	conference	conference	VERB
fis-5493	395	7	structural	structural	ADJ
fis-5493	395	8	stability	stability	NOUN
fis-5493	395	9	research	research	PROPN
fis-5493	395	10	council	council	PROPN
fis-5493	395	11	st	st	PROPN
fis-5493	395	12	.	.	PROPN
fis-5493	395	13	louis	louis	PROPN
fis-5493	395	14	,	,	PUNCT
fis-5493	395	15	missouri	missouri	PROPN
fis-5493	395	16	,	,	PUNCT
fis-5493	395	17	pp	pp	X
fis-5493	395	18	.	.	PUNCT
fis-5493	396	1	739	739	NUM
fis-5493	396	2	-	-	SYM
fis-5493	396	3	749	749	NUM
fis-5493	396	4	.	.	PUNCT
fis-5493	397	1	[	[	X
fis-5493	397	2	9	9	NUM
fis-5493	397	3	]	]	PUNCT
fis-5493	397	4	witte	witte	NOUN
fis-5493	397	5	,	,	PUNCT
fis-5493	397	6	j.	j.	PROPN
fis-5493	397	7	(	(	PUNCT
fis-5493	397	8	2019	2019	NUM
fis-5493	397	9	)	)	PUNCT
fis-5493	397	10	.	.	PUNCT
fis-5493	398	1	influence	influence	NOUN
fis-5493	398	2	of	of	ADP
fis-5493	398	3	loading	loading	NOUN
fis-5493	398	4	width	width	NOUN
fis-5493	398	5	on	on	ADP
fis-5493	398	6	web	web	NOUN
fis-5493	398	7	compression	compression	NOUN
fis-5493	398	8	buckling	buckling	NOUN
fis-5493	398	9	of	of	ADP
fis-5493	398	10	steel	steel	NOUN
fis-5493	398	11	beams	beam	NOUN
fis-5493	398	12	.	.	PUNCT
fis-5493	399	1	master	master	NOUN
fis-5493	399	2	thesis	thesis	NOUN
fis-5493	399	3	,	,	PUNCT
fis-5493	399	4	lyles	lyles	PROPN
fis-5493	399	5	school	school	NOUN
fis-5493	399	6	of	of	ADP
fis-5493	399	7	civil	civil	ADJ
fis-5493	399	8	engineering	engineering	NOUN
fis-5493	399	9	,	,	PUNCT
fis-5493	399	10	purdue	purdue	PROPN
fis-5493	399	11	university	university	NOUN
fis-5493	399	12	.	.	PUNCT
fis-5493	400	1	[	[	X
fis-5493	400	2	10	10	NUM
fis-5493	400	3	]	]	X
fis-5493	400	4	topkaya	topkaya	PROPN
fis-5493	400	5	,	,	PUNCT
fis-5493	400	6	c.	c.	PROPN
fis-5493	400	7	(	(	PUNCT
fis-5493	400	8	2006	2006	NUM
fis-5493	400	9	)	)	PUNCT
fis-5493	400	10	.	.	PUNCT
fis-5493	401	1	a	a	DET
fis-5493	401	2	numerical	numerical	ADJ
fis-5493	401	3	study	study	NOUN
fis-5493	401	4	on	on	ADP
fis-5493	401	5	linear	linear	ADJ
fis-5493	401	6	bifurcation	bifurcation	NOUN
fis-5493	401	7	web	web	NOUN
fis-5493	401	8	buckling	buckling	NOUN
fis-5493	401	9	of	of	ADP
fis-5493	401	10	steel	steel	NOUN
fis-5493	401	11	i	i	NOUN
fis-5493	401	12	-	-	PUNCT
fis-5493	401	13	beams	beam	NOUN
fis-5493	401	14	in	in	ADP
fis-5493	401	15	the	the	DET
fis-5493	401	16	sidesway	sidesway	NOUN
fis-5493	401	17	mode	mode	NOUN
fis-5493	401	18	.	.	PUNCT
fis-5493	402	1	eng	eng	PROPN
fis-5493	402	2	struc	struc	PROPN
fis-5493	402	3	28	28	NUM
fis-5493	402	4	,	,	PUNCT
fis-5493	402	5	pp	pp	ADJ
fis-5493	402	6	.	.	PUNCT
fis-5493	403	1	1028–1037	1028–1037	NUM
fis-5493	403	2	.	.	PUNCT
fis-5493	404	1	doi	doi	NOUN
fis-5493	404	2	:	:	PUNCT
fis-5493	404	3	https://doi.org/10.1016/j.engstruct.2005.11.009	https://doi.org/10.1016/j.engstruct.2005.11.009	X
fis-5493	404	4	.	.	PUNCT
fis-5493	405	1	[	[	X
fis-5493	405	2	11	11	NUM
fis-5493	405	3	]	]	PUNCT
fis-5493	405	4	sediek	sediek	NOUN
fis-5493	405	5	,	,	PUNCT
fis-5493	405	6	o.a	o.a	PROPN
fis-5493	405	7	.	.	PROPN
fis-5493	405	8	,	,	PUNCT
fis-5493	405	9	safar	safar	PROPN
fis-5493	405	10	,	,	PUNCT
fis-5493	405	11	s.s	s.s	PROPN
fis-5493	405	12	.	.	PROPN
fis-5493	405	13	,	,	PUNCT
fis-5493	405	14	hassan	hassan	PROPN
fis-5493	405	15	,	,	PUNCT
fis-5493	405	16	m.m	m.m	PROPN
fis-5493	405	17	.	.	PROPN
fis-5493	405	18	(	(	PUNCT
fis-5493	405	19	2024	2024	NUM
fis-5493	405	20	)	)	PUNCT
fis-5493	405	21	.	.	PUNCT
fis-5493	406	1	imperfect	imperfect	ADJ
fis-5493	406	2	tapered	taper	VERB
fis-5493	406	3	plate	plate	NOUN
fis-5493	406	4	girder	girder	NOUN
fis-5493	406	5	web	web	NOUN
fis-5493	406	6	under	under	ADP
fis-5493	406	7	shear	shear	NOUN
fis-5493	406	8	.	.	PUNCT
fis-5493	407	1	int	int	PROPN
fis-5493	407	2	j	j	PROPN
fis-5493	407	3	steel	steel	NOUN
fis-5493	407	4	struct	struct	NOUN
fis-5493	407	5	24	24	NUM
fis-5493	407	6	,	,	PUNCT
fis-5493	407	7	pp	pp	ADJ
fis-5493	407	8	.	.	PUNCT
fis-5493	408	1	431–445	431–445	NUM
fis-5493	408	2	.	.	PUNCT
fis-5493	409	1	doi	doi	NOUN
fis-5493	409	2	:	:	PUNCT
fis-5493	409	3	https://doi.org/10.1007/s13296-024-00826-7	https://doi.org/10.1007/s13296-024-00826-7	NUM
fis-5493	409	4	.	.	PUNCT
fis-5493	410	1	[	[	X
fis-5493	410	2	12	12	NUM
fis-5493	410	3	]	]	PUNCT
fis-5493	410	4	ammash	ammash	NOUN
fis-5493	410	5	,	,	PUNCT
fis-5493	410	6	h.k	h.k	PROPN
fis-5493	410	7	.	.	PROPN
fis-5493	410	8	,	,	PUNCT
fis-5493	410	9	shaffaf	shaffaf	PROPN
fis-5493	410	10	,	,	PUNCT
fis-5493	410	11	n.n	n.n	PROPN
fis-5493	410	12	.	.	PROPN
fis-5493	410	13	(	(	PUNCT
fis-5493	410	14	2023	2023	NUM
fis-5493	410	15	)	)	PUNCT
fis-5493	410	16	.	.	PUNCT
fis-5493	411	1	behavior	behavior	NOUN
fis-5493	411	2	study	study	NOUN
fis-5493	411	3	of	of	ADP
fis-5493	411	4	the	the	DET
fis-5493	411	5	steel	steel	NOUN
fis-5493	411	6	plate	plate	NOUN
fis-5493	411	7	girder	girder	NOUN
fis-5493	411	8	with	with	ADP
fis-5493	411	9	a	a	DET
fis-5493	411	10	cellular	cellular	ADJ
fis-5493	411	11	honeycomb	honeycomb	NOUN
fis-5493	411	12	web	web	NOUN
fis-5493	411	13	.	.	PUNCT
fis-5493	412	1	scientific	scientific	ADJ
fis-5493	412	2	review	review	NOUN
fis-5493	412	3	eng	eng	PROPN
fis-5493	412	4	and	and	CCONJ
fis-5493	412	5	envir	envir	PROPN
fis-5493	412	6	sci	sci	PROPN
fis-5493	412	7	32	32	NUM
fis-5493	412	8	,	,	PUNCT
fis-5493	412	9	pp	pp	ADJ
fis-5493	412	10	.	.	PUNCT
fis-5493	413	1	101–116	101–116	NUM
fis-5493	413	2	.	.	PUNCT
fis-5493	414	1	doi	doi	NOUN
fis-5493	414	2	:	:	PUNCT
fis-5493	414	3	https://doi.org/10.22630/srees.4743	https://doi.org/10.22630/srees.4743	ADJ
fis-5493	414	4	.	.	PUNCT
fis-5493	415	1	[	[	X
fis-5493	415	2	13	13	NUM
fis-5493	415	3	]	]	SYM
fis-5493	415	4	abbas	abbas	PROPN
fis-5493	415	5	,	,	PUNCT
fis-5493	415	6	j.l	j.l	PROPN
fis-5493	415	7	.	.	PROPN
fis-5493	415	8	(	(	PUNCT
fis-5493	415	9	2023	2023	NUM
fis-5493	415	10	)	)	PUNCT
fis-5493	415	11	.	.	PUNCT
fis-5493	416	1	behaviour	behaviour	NOUN
fis-5493	416	2	of	of	ADP
fis-5493	416	3	steel	steel	NOUN
fis-5493	416	4	i	i	PRON
fis-5493	416	5	beams	beam	VERB
fis-5493	416	6	with	with	ADP
fis-5493	416	7	web	web	NOUN
fis-5493	416	8	openings	opening	NOUN
fis-5493	416	9	.	.	PUNCT
fis-5493	417	1	civ	civ	VERB
fis-5493	417	2	eng	eng	PROPN
fis-5493	417	3	j	j	PROPN
fis-5493	417	4	9	9	NUM
fis-5493	417	5	,	,	PUNCT
fis-5493	417	6	pp	pp	ADJ
fis-5493	417	7	.	.	PUNCT
fis-5493	418	1	596–617	596–617	NUM
fis-5493	418	2	.	.	PUNCT
fis-5493	418	3	doi	doi	NOUN
fis-5493	418	4	:	:	PUNCT
fis-5493	418	5	https://doi.org/10.28991/cej-2023-09-03-08	https://doi.org/10.28991/cej-2023-09-03-08	NOUN
fis-5493	418	6	.	.	PUNCT
fis-5493	419	1	[	[	X
fis-5493	419	2	14	14	NUM
fis-5493	419	3	]	]	X
fis-5493	419	4	al	al	PROPN
fis-5493	419	5	-	-	PUNCT
fis-5493	419	6	mazini	mazini	PROPN
fis-5493	419	7	,	,	PUNCT
fis-5493	419	8	m.	m.	NOUN
fis-5493	419	9	(	(	PUNCT
fis-5493	419	10	2016	2016	NUM
fis-5493	419	11	)	)	PUNCT
fis-5493	419	12	.	.	PUNCT
fis-5493	420	1	effect	effect	NOUN
fis-5493	420	2	of	of	ADP
fis-5493	420	3	web	web	NOUN
fis-5493	420	4	opening	opening	NOUN
fis-5493	420	5	on	on	ADP
fis-5493	420	6	the	the	DET
fis-5493	420	7	ultimate	ultimate	ADJ
fis-5493	420	8	capacity	capacity	NOUN
fis-5493	420	9	of	of	ADP
fis-5493	420	10	steel	steel	NOUN
fis-5493	420	11	plate	plate	NOUN
fis-5493	420	12	girders	girder	NOUN
fis-5493	420	13	under	under	ADP
fis-5493	420	14	two	two	NUM
fis-5493	420	15	points	point	NOUN
fis-5493	420	16	load	load	NOUN
fis-5493	420	17	.	.	PUNCT
fis-5493	421	1	eng	eng	PROPN
fis-5493	421	2	and	and	CCONJ
fis-5493	421	3	tech	tech	PROPN
fis-5493	421	4	j	j	PROPN
fis-5493	421	5	,	,	PUNCT
fis-5493	421	6	34	34	NUM
fis-5493	421	7	,	,	PUNCT
fis-5493	421	8	165–177	165–177	NUM
fis-5493	421	9	.	.	PUNCT
fis-5493	422	1	doi	doi	PROPN
fis-5493	422	2	:	:	PUNCT
fis-5493	422	3	https://doi.org/10.30684/etj.34.1a.14	https://doi.org/10.30684/etj.34.1a.14	X
fis-5493	422	4	.	.	PUNCT
fis-5493	423	1	[	[	X
fis-5493	423	2	15	15	NUM
fis-5493	423	3	]	]	X
fis-5493	423	4	el	el	PROPN
fis-5493	423	5	-	-	PUNCT
fis-5493	423	6	dehemy	dehemy	PROPN
fis-5493	423	7	,	,	PUNCT
fis-5493	423	8	h.	h.	PROPN
fis-5493	423	9	,	,	PUNCT
fis-5493	423	10	2017	2017	NUM
fis-5493	423	11	.	.	PUNCT
fis-5493	424	1	static	static	ADJ
fis-5493	424	2	and	and	CCONJ
fis-5493	424	3	dynamic	dynamic	ADJ
fis-5493	424	4	analysis	analysis	NOUN
fis-5493	424	5	web	web	NOUN
fis-5493	424	6	opening	opening	NOUN
fis-5493	424	7	of	of	ADP
fis-5493	424	8	steel	steel	NOUN
fis-5493	424	9	beams	beam	NOUN
fis-5493	424	10	.	.	PUNCT
fis-5493	425	1	world	world	PROPN
fis-5493	425	2	j	j	PROPN
fis-5493	425	3	eng	eng	PROPN
fis-5493	425	4	tech	tech	PROPN
fis-5493	425	5	05	05	NUM
fis-5493	425	6	,	,	PUNCT
fis-5493	425	7	pp	pp	ADJ
fis-5493	425	8	.	.	PUNCT
fis-5493	426	1	275	275	NUM
fis-5493	426	2	–	–	PUNCT
fis-5493	426	3	285	285	NUM
fis-5493	426	4	.	.	PUNCT
fis-5493	427	1	doi	doi	NOUN
fis-5493	427	2	:	:	PUNCT
fis-5493	427	3	https://doi.org/10.4236/wjet.2017.52022	https://doi.org/10.4236/wjet.2017.52022	PROPN
fis-5493	427	4	.	.	PUNCT
fis-5493	428	1	[	[	X
fis-5493	428	2	16	16	NUM
fis-5493	428	3	]	]	X
fis-5493	428	4	hamed	hamed	PROPN
fis-5493	428	5	,	,	PUNCT
fis-5493	428	6	a.	a.	NOUN
fis-5493	428	7	(	(	PUNCT
fis-5493	428	8	2023	2023	NUM
fis-5493	428	9	)	)	PUNCT
fis-5493	428	10	.	.	PUNCT
fis-5493	429	1	elastic	elastic	ADJ
fis-5493	429	2	shear	shear	NOUN
fis-5493	429	3	buckling	buckling	NOUN
fis-5493	429	4	of	of	ADP
fis-5493	429	5	tapered	tapered	ADJ
fis-5493	429	6	steel	steel	NOUN
fis-5493	429	7	plate	plate	NOUN
fis-5493	429	8	girders	girder	NOUN
fis-5493	429	9	with	with	ADP
fis-5493	429	10	opening	opening	NOUN
fis-5493	429	11	in	in	ADP
fis-5493	429	12	web	web	NOUN
fis-5493	429	13	.	.	PUNCT
fis-5493	430	1	j	j	PROPN
fis-5493	430	2	eng	eng	PROPN
fis-5493	430	3	sci	sci	PROPN
fis-5493	430	4	,	,	PUNCT
fis-5493	430	5	vol	vol	NOUN
fis-5493	430	6	.	.	PROPN
fis-5493	430	7	51	51	NUM
fis-5493	430	8	,	,	PUNCT
fis-5493	430	9	no	no	INTJ
fis-5493	430	10	.	.	NOUN
fis-5493	430	11	3	3	NUM
fis-5493	430	12	,	,	PUNCT
fis-5493	430	13	pp	pp	ADJ
fis-5493	430	14	.	.	PUNCT
fis-5493	431	1	148	148	NUM
fis-5493	431	2	-	-	SYM
fis-5493	431	3	172	172	NUM
fis-5493	431	4	.	.	PUNCT
fis-5493	432	1	doi	doi	NOUN
fis-5493	432	2	:	:	PUNCT
fis-5493	432	3	https://doi.org/10.21608/jesaun.2023.177464.1184	https://doi.org/10.21608/jesaun.2023.177464.1184	NOUN
fis-5493	432	4	.	.	PUNCT
fis-5493	433	1	[	[	X
fis-5493	433	2	17	17	NUM
fis-5493	433	3	]	]	X
fis-5493	433	4	niu	niu	PROPN
fis-5493	433	5	,	,	PUNCT
fis-5493	433	6	s.	s.	PROPN
fis-5493	433	7	,	,	PUNCT
fis-5493	433	8	r.	r.	PROPN
fis-5493	433	9	rasmussen	rasmussen	PROPN
fis-5493	433	10	,	,	PUNCT
fis-5493	433	11	k.j	k.j	PROPN
fis-5493	433	12	.	.	PROPN
fis-5493	433	13	,	,	PUNCT
fis-5493	433	14	fan	fan	PROPN
fis-5493	433	15	,	,	PUNCT
fis-5493	433	16	f.	f.	PROPN
fis-5493	433	17	(	(	PUNCT
fis-5493	433	18	2015	2015	NUM
fis-5493	433	19	)	)	PUNCT
fis-5493	433	20	.	.	PUNCT
fis-5493	434	1	local	local	ADJ
fis-5493	434	2	–	–	PUNCT
fis-5493	434	3	global	global	ADJ
fis-5493	434	4	interaction	interaction	NOUN
fis-5493	434	5	buckling	buckling	NOUN
fis-5493	434	6	of	of	ADP
fis-5493	434	7	stainless	stainless	ADJ
fis-5493	434	8	steel	steel	NOUN
fis-5493	434	9	i	i	NOUN
fis-5493	434	10	-	-	PUNCT
fis-5493	434	11	beams	beam	NOUN
fis-5493	434	12	.	.	PUNCT
fis-5493	435	1	i	i	PRON
fis-5493	435	2	:	:	PUNCT
fis-5493	435	3	experimental	experimental	ADJ
fis-5493	435	4	investigation	investigation	NOUN
fis-5493	435	5	.	.	PUNCT
fis-5493	436	1	j.	j.	PROPN
fis-5493	436	2	struct	struct	PROPN
fis-5493	436	3	.	.	PUNCT
fis-5493	437	1	eng	eng	PROPN
fis-5493	437	2	.	.	PROPN
fis-5493	437	3	141	141	NUM
fis-5493	437	4	,	,	PUNCT
fis-5493	437	5	04014194	04014194	NUM
fis-5493	437	6	.	.	PUNCT
fis-5493	438	1	doi	doi	NOUN
fis-5493	438	2	:	:	PUNCT
fis-5493	438	3	https://doi.org/10.1061/(asce)st.1943-541x.0001137	https://doi.org/10.1061/(asce)st.1943-541x.0001137	NOUN
fis-5493	438	4	.	.	PUNCT
fis-5493	439	1	[	[	X
fis-5493	439	2	18	18	NUM
fis-5493	439	3	]	]	X
fis-5493	439	4	park	park	NOUN
fis-5493	439	5	,	,	PUNCT
fis-5493	439	6	j.s	j.s	PROPN
fis-5493	439	7	.	.	PROPN
fis-5493	439	8	,	,	PUNCT
fis-5493	439	9	stallings	stallings	PROPN
fis-5493	439	10	,	,	PUNCT
fis-5493	439	11	j.m	j.m	PROPN
fis-5493	439	12	.	.	PROPN
fis-5493	439	13	(	(	PUNCT
fis-5493	439	14	2003	2003	NUM
fis-5493	439	15	)	)	PUNCT
fis-5493	439	16	.	.	PUNCT
fis-5493	440	1	lateral	lateral	ADJ
fis-5493	440	2	-	-	PUNCT
fis-5493	440	3	torsional	torsional	NOUN
fis-5493	440	4	buckling	buckling	NOUN
fis-5493	440	5	of	of	ADP
fis-5493	440	6	stepped	step	VERB
fis-5493	440	7	beams	beam	NOUN
fis-5493	440	8	.	.	PUNCT
fis-5493	441	1	j.	j.	PROPN
fis-5493	441	2	struct	struct	PROPN
fis-5493	441	3	.	.	PUNCT
fis-5493	442	1	eng	eng	PROPN
fis-5493	442	2	.	.	PROPN
fis-5493	442	3	129	129	NUM
fis-5493	442	4	,	,	PUNCT
fis-5493	442	5	pp	pp	ADJ
fis-5493	442	6	.	.	PUNCT
fis-5493	443	1	1457–1465	1457–1465	NUM
fis-5493	443	2	.	.	PUNCT
fis-5493	444	1	doi	doi	NOUN
fis-5493	444	2	:	:	PUNCT
fis-5493	444	3	https://doi.org/10.1061/(asce)0733-9445(2003)129:11(1457	https://doi.org/10.1061/(asce)0733-9445(2003)129:11(1457	NUM
fis-5493	444	4	)	)	PUNCT
fis-5493	444	5	.	.	PUNCT
fis-5493	445	1	[	[	X
fis-5493	445	2	19	19	NUM
fis-5493	445	3	]	]	X
fis-5493	445	4	surla	surla	PROPN
fis-5493	445	5	,	,	PUNCT
fis-5493	445	6	a.s	a.s	PROPN
fis-5493	445	7	.	.	PROPN
fis-5493	445	8	,	,	PUNCT
fis-5493	445	9	kang	kang	PROPN
fis-5493	445	10	,	,	PUNCT
fis-5493	445	11	s.y	s.y	PROPN
fis-5493	445	12	.	.	PROPN
fis-5493	445	13	,	,	PUNCT
fis-5493	445	14	park	park	PROPN
fis-5493	445	15	,	,	PUNCT
fis-5493	445	16	j.s	j.s	PROPN
fis-5493	445	17	.	.	PROPN
fis-5493	445	18	(	(	PUNCT
fis-5493	445	19	2015	2015	NUM
fis-5493	445	20	)	)	PUNCT
fis-5493	445	21	.	.	PUNCT
fis-5493	446	1	inelastic	inelastic	ADJ
fis-5493	446	2	buckling	buckling	NOUN
fis-5493	446	3	assessment	assessment	NOUN
fis-5493	446	4	of	of	ADP
fis-5493	446	5	monosymmetric	monosymmetric	ADJ
fis-5493	446	6	i	i	NOUN
fis-5493	446	7	-	-	PUNCT
fis-5493	446	8	beams	beam	NOUN
fis-5493	446	9	having	having	AUX
fis-5493	446	10	stepped	step	VERB
fis-5493	446	11	and	and	CCONJ
fis-5493	446	12	non	non	ADJ
fis-5493	446	13	-	-	ADJ
fis-5493	446	14	compact	compact	ADJ
fis-5493	446	15	flange	flange	NOUN
fis-5493	446	16	sections	section	NOUN
fis-5493	446	17	.	.	PUNCT
fis-5493	447	1	j	j	PROPN
fis-5493	447	2	constr	constr	PROPN
fis-5493	447	3	steel	steel	PROPN
fis-5493	447	4	res	re	NOUN
fis-5493	447	5	114	114	NUM
fis-5493	447	6	,	,	PUNCT
fis-5493	447	7	pp	pp	ADJ
fis-5493	447	8	.	.	PUNCT
fis-5493	448	1	325–337	325–337	NUM
fis-5493	448	2	.	.	PUNCT
fis-5493	449	1	doi	doi	NOUN
fis-5493	449	2	:	:	PUNCT
fis-5493	449	3	https://doi.org/10.1016/j.jcsr.2015.08.019	https://doi.org/10.1016/j.jcsr.2015.08.019	NUM
fis-5493	449	4	.	.	PUNCT
fis-5493	450	1	[	[	X
fis-5493	450	2	20	20	NUM
fis-5493	450	3	]	]	PUNCT
fis-5493	450	4	alolod	alolod	NOUN
fis-5493	450	5	,	,	PUNCT
fis-5493	450	6	s.	s.	PROPN
fis-5493	450	7	,	,	PUNCT
fis-5493	450	8	park	park	PROPN
fis-5493	450	9	,	,	PUNCT
fis-5493	450	10	j.	j.	PROPN
fis-5493	450	11	,	,	PUNCT
fis-5493	450	12	won	win	VERB
fis-5493	450	13	,	,	PUNCT
fis-5493	450	14	d.	d.	PROPN
fis-5493	450	15	(	(	PUNCT
fis-5493	450	16	2020	2020	NUM
fis-5493	450	17	)	)	PUNCT
fis-5493	450	18	.	.	PUNCT
fis-5493	451	1	lateral	lateral	ADJ
fis-5493	451	2	torsional	torsional	ADJ
fis-5493	451	3	buckling	buckling	NOUN
fis-5493	451	4	strengths	strength	NOUN
fis-5493	451	5	of	of	ADP
fis-5493	451	6	stepped	step	VERB
fis-5493	451	7	beams	beam	NOUN
fis-5493	451	8	at	at	ADP
fis-5493	451	9	midspan	midspan	PROPN
fis-5493	451	10	exposed	expose	VERB
fis-5493	451	11	to	to	ADP
fis-5493	451	12	elevated	elevated	ADJ
fis-5493	451	13	temperature	temperature	NOUN
fis-5493	451	14	.	.	PUNCT
fis-5493	452	1	int	int	PROPN
fis-5493	452	2	j	j	PROPN
fis-5493	452	3	steel	steel	NOUN
fis-5493	452	4	struct	struct	NOUN
fis-5493	452	5	20	20	NUM
fis-5493	452	6	,	,	PUNCT
fis-5493	452	7	pp	pp	ADJ
fis-5493	452	8	.	.	PUNCT
fis-5493	453	1	2028–2037	2028–2037	NUM
fis-5493	453	2	.	.	PUNCT
fis-5493	454	1	doi	doi	NOUN
fis-5493	454	2	:	:	PUNCT
fis-5493	454	3	https://doi.org/10.1007/s13296-020-00427-0	https://doi.org/10.1007/s13296-020-00427-0	NUM
fis-5493	454	4	.	.	PUNCT
fis-5493	455	1	[	[	X
fis-5493	455	2	21	21	NUM
fis-5493	455	3	]	]	X
fis-5493	455	4	reichenbach	reichenbach	PROPN
fis-5493	455	5	,	,	PUNCT
fis-5493	455	6	m.c	m.c	PROPN
fis-5493	455	7	.	.	PROPN
fis-5493	455	8	,	,	PUNCT
fis-5493	455	9	liu	liu	PROPN
fis-5493	455	10	,	,	PUNCT
fis-5493	455	11	y.	y.	PROPN
fis-5493	455	12	,	,	PUNCT
fis-5493	455	13	helwig	helwig	PROPN
fis-5493	455	14	,	,	PUNCT
fis-5493	455	15	t.a	t.a	PROPN
fis-5493	455	16	.	.	PROPN
fis-5493	455	17	,	,	PUNCT
fis-5493	455	18	engelhardt	engelhardt	PROPN
fis-5493	455	19	,	,	PUNCT
fis-5493	455	20	m.d	m.d	PROPN
fis-5493	455	21	.	.	PROPN
fis-5493	455	22	(	(	PUNCT
fis-5493	455	23	2020	2020	NUM
fis-5493	455	24	)	)	PUNCT
fis-5493	455	25	.	.	PUNCT
fis-5493	456	1	lateral	lateral	ADJ
fis-5493	456	2	-	-	PUNCT
fis-5493	456	3	torsional	torsional	NOUN
fis-5493	456	4	buckling	buckling	NOUN
fis-5493	456	5	of	of	ADP
fis-5493	456	6	singly	singly	ADV
fis-5493	456	7	symmetric	symmetric	ADJ
fis-5493	456	8	igirders	igirder	NOUN
fis-5493	456	9	with	with	ADP
fis-5493	456	10	stepped	step	VERB
fis-5493	456	11	flanges	flange	NOUN
fis-5493	456	12	.	.	PUNCT
fis-5493	457	1	j.	j.	PROPN
fis-5493	457	2	struct	struct	PROPN
fis-5493	457	3	.	.	PUNCT
fis-5493	458	1	eng	eng	PROPN
fis-5493	458	2	.	.	PROPN
fis-5493	458	3	146	146	NUM
fis-5493	458	4	,	,	PUNCT
fis-5493	458	5	04020203	04020203	NUM
fis-5493	458	6	.	.	PUNCT
fis-5493	459	1	doi	doi	NOUN
fis-5493	459	2	:	:	PUNCT
fis-5493	459	3	https://doi.org/10.1061/(asce)st.1943-541x.0002780	https://doi.org/10.1061/(asce)st.1943-541x.0002780	NOUN
fis-5493	459	4	.	.	PUNCT
fis-5493	460	1	[	[	X
fis-5493	460	2	22	22	NUM
fis-5493	460	3	]	]	X
fis-5493	460	4	trinh	trinh	PROPN
fis-5493	460	5	,	,	PUNCT
fis-5493	460	6	d.k	d.k	PROPN
fis-5493	460	7	.	.	PROPN
fis-5493	460	8	,	,	PUNCT
fis-5493	460	9	nguyen	nguyen	PROPN
fis-5493	460	10	,	,	PUNCT
fis-5493	460	11	d.h	d.h	PROPN
fis-5493	460	12	.	.	PROPN
fis-5493	460	13	,	,	PUNCT
fis-5493	460	14	bui	bui	PROPN
fis-5493	460	15	,	,	PUNCT
fis-5493	460	16	h.c	h.c	PROPN
fis-5493	460	17	.	.	PROPN
fis-5493	460	18	,	,	PUNCT
fis-5493	460	19	nguyen	nguyen	PROPN
fis-5493	460	20	,	,	PUNCT
fis-5493	460	21	m.t	m.t	PROPN
fis-5493	460	22	.	.	PROPN
fis-5493	460	23	(	(	PUNCT
fis-5493	460	24	2023	2023	NUM
fis-5493	460	25	)	)	PUNCT
fis-5493	460	26	.	.	PUNCT
fis-5493	461	1	lateral	lateral	ADJ
fis-5493	461	2	torsional	torsional	ADJ
fis-5493	461	3	buckling	buckling	NOUN
fis-5493	461	4	of	of	ADP
fis-5493	461	5	i	i	PROPN
fis-5493	461	6	-	-	PUNCT
fis-5493	461	7	section	section	NOUN
fis-5493	461	8	simply	simply	ADV
fis-5493	461	9	supported	support	VERB
fis-5493	461	10	beams	beam	NOUN
fis-5493	461	11	with	with	ADP
fis-5493	461	12	stepped	step	VERB
fis-5493	461	13	height	height	NOUN
fis-5493	461	14	.	.	PUNCT
fis-5493	462	1	steel	steel	NOUN
fis-5493	462	2	constr	constr	NOUN
fis-5493	462	3	.	.	PUNCT
fis-5493	463	1	202300020	202300020	NUM
fis-5493	463	2	.	.	PUNCT
fis-5493	464	1	doi	doi	NOUN
fis-5493	464	2	:	:	PUNCT
fis-5493	464	3	https://doi.org/10.1002/stco.202300020	https://doi.org/10.1002/stco.202300020	NOUN
fis-5493	464	4	.	.	PUNCT
fis-5493	465	1	[	[	X
fis-5493	465	2	23	23	NUM
fis-5493	465	3	]	]	PUNCT
fis-5493	465	4	almasri	almasri	PROPN
fis-5493	465	5	,	,	PUNCT
fis-5493	465	6	a.h	a.h	PROPN
fis-5493	465	7	.	.	PROPN
fis-5493	465	8	,	,	PUNCT
fis-5493	465	9	jabur	jabur	PROPN
fis-5493	465	10	,	,	PUNCT
fis-5493	465	11	i.	i.	PROPN
fis-5493	465	12	(	(	PUNCT
fis-5493	465	13	2024	2024	NUM
fis-5493	465	14	)	)	PUNCT
fis-5493	465	15	.	.	PUNCT
fis-5493	466	1	assessing	assess	VERB
fis-5493	466	2	lateral	lateral	ADJ
fis-5493	466	3	torsional	torsional	ADJ
fis-5493	466	4	buckling	buckling	NOUN
fis-5493	466	5	of	of	ADP
fis-5493	466	6	stepped	step	VERB
fis-5493	466	7	steel	steel	NOUN
fis-5493	466	8	i	i	PRON
fis-5493	466	9	beams	beam	VERB
fis-5493	466	10	using	use	VERB
fis-5493	466	11	finite	finite	ADJ
fis-5493	466	12	element	element	NOUN
fis-5493	466	13	method	method	NOUN
fis-5493	466	14	.	.	PUNCT
fis-5493	467	1	forces	force	NOUN
fis-5493	467	2	in	in	ADP
fis-5493	467	3	mechanics	mechanic	NOUN
fis-5493	467	4	15	15	NUM
fis-5493	467	5	,	,	PUNCT
fis-5493	467	6	100266	100266	NUM
fis-5493	467	7	.	.	PUNCT
fis-5493	468	1	doi	doi	NOUN
fis-5493	468	2	:	:	PUNCT
fis-5493	468	3	https://doi.org/10.1016/j.finmec.2024.100266	https://doi.org/10.1016/j.finmec.2024.100266	NOUN
fis-5493	468	4	.	.	PUNCT
fis-5493	469	1	[	[	X
fis-5493	469	2	24	24	NUM
fis-5493	469	3	]	]	PUNCT
fis-5493	469	4	mecway	mecway	PROPN
fis-5493	469	5	fea	fea	PROPN
fis-5493	469	6	version	version	PROPN
fis-5493	469	7	16	16	NUM
fis-5493	469	8	,	,	PUNCT
fis-5493	469	9	(	(	PUNCT
fis-5493	469	10	2022	2022	NUM
fis-5493	469	11	)	)	PUNCT
fis-5493	469	12	.	.	PUNCT
fis-5493	470	1	finite	finite	PROPN
fis-5493	470	2	element	element	NOUN
fis-5493	470	3	analysis	analysis	NOUN
fis-5493	470	4	package	package	NOUN
fis-5493	470	5	for	for	ADP
fis-5493	470	6	windows	window	NOUN
fis-5493	470	7	with	with	ADP
fis-5493	470	8	a	a	DET
fis-5493	470	9	focus	focus	NOUN
fis-5493	470	10	on	on	ADP
fis-5493	470	11	mechanical	mechanical	ADJ
fis-5493	470	12	and	and	CCONJ
fis-5493	470	13	thermal	thermal	ADJ
fis-5493	470	14	simulation	simulation	NOUN
fis-5493	470	15	.	.	PUNCT
fis-5493	471	1	https://mecway.com	https://mecway.com	X
fis-5493	471	2	.	.	PUNCT
fis-5493	472	1	[	[	X
fis-5493	472	2	25	25	NUM
fis-5493	472	3	]	]	X
fis-5493	472	4	ansi	ansi	PROPN
fis-5493	472	5	/	/	SYM
fis-5493	472	6	aisc	aisc	PROPN
fis-5493	472	7	360	360	NUM
fis-5493	472	8	-	-	SYM
fis-5493	472	9	16	16	NUM
fis-5493	472	10	.	.	PUNCT
fis-5493	472	11	specification	specification	NOUN
fis-5493	472	12	for	for	ADP
fis-5493	472	13	structural	structural	ADJ
fis-5493	472	14	steel	steel	NOUN
fis-5493	472	15	buildings	building	NOUN
fis-5493	472	16	.	.	PUNCT
fis-5493	473	1	chicago	chicago	PROPN
fis-5493	473	2	:	:	PUNCT
fis-5493	473	3	american	american	PROPN
fis-5493	473	4	institute	institute	PROPN
fis-5493	473	5	of	of	ADP
fis-5493	473	6	steel	steel	NOUN
fis-5493	473	7	construction	construction	NOUN
fis-5493	473	8	(	(	PUNCT
fis-5493	473	9	aisc	aisc	PROPN
fis-5493	473	10	)	)	PUNCT
fis-5493	473	11	,	,	PUNCT
fis-5493	473	12	2016	2016	NUM
fis-5493	473	13	.	.	PUNCT
fis-5493	474	1	[	[	X
fis-5493	474	2	26	26	NUM
fis-5493	474	3	]	]	PUNCT
fis-5493	474	4	bs	bs	X
fis-5493	474	5	en	en	ADP
fis-5493	474	6	1993	1993	NUM
fis-5493	474	7	-	-	SYM
fis-5493	474	8	1	1	NUM
fis-5493	474	9	-	-	SYM
fis-5493	474	10	5	5	NUM
fis-5493	474	11	.	.	PUNCT
fis-5493	474	12	eurocode	eurocode	VERB
fis-5493	474	13	3	3	NUM
fis-5493	474	14	:	:	PUNCT
fis-5493	474	15	design	design	NOUN
fis-5493	474	16	of	of	ADP
fis-5493	474	17	steel	steel	NOUN
fis-5493	474	18	structures	structure	NOUN
fis-5493	474	19	:	:	PUNCT
fis-5493	474	20	part	part	NOUN
fis-5493	474	21	1–5	1–5	NUM
fis-5493	474	22	:	:	PUNCT
fis-5493	474	23	plated	plate	VERB
fis-5493	474	24	structural	structural	ADJ
fis-5493	474	25	elements	element	NOUN
fis-5493	474	26	.	.	PUNCT
fis-5493	475	1	london	london	PROPN
fis-5493	475	2	:	:	PUNCT
fis-5493	475	3	british	british	PROPN
fis-5493	475	4	standard	standard	ADJ
fis-5493	475	5	institution	institution	NOUN
fis-5493	475	6	(	(	PUNCT
fis-5493	475	7	bsi	bsi	PROPN
fis-5493	475	8	)	)	PUNCT
fis-5493	475	9	,	,	PUNCT
fis-5493	475	10	2006	2006	NUM
fis-5493	475	11	.	.	PUNCT
fis-5493	476	1	a.	a.	PROPN
fis-5493	476	2	m.	m.	PROPN
fis-5493	476	3	almastri	almastri	PROPN
fis-5493	476	4	et	et	PROPN
fis-5493	476	5	alii	alii	PROPN
fis-5493	476	6	,	,	PUNCT
fis-5493	476	7	fracture	fracture	ADJ
fis-5493	476	8	and	and	CCONJ
fis-5493	476	9	structural	structural	ADJ
fis-5493	476	10	integrity	integrity	NOUN
fis-5493	476	11	,	,	PUNCT
fis-5493	476	12	74	74	NUM
fis-5493	476	13	(	(	PUNCT
fis-5493	476	14	2025	2025	NUM
fis-5493	476	15	)	)	PUNCT
fis-5493	476	16	342	342	NUM
fis-5493	476	17	-	-	SYM
fis-5493	476	18	357	357	NUM
fis-5493	476	19	;	;	PUNCT
fis-5493	476	20	doi	doi	NOUN
fis-5493	476	21	:	:	PUNCT
fis-5493	476	22	10.3221	10.3221	NUM
fis-5493	476	23	/	/	SYM
fis-5493	476	24	igf	igf	PROPN
fis-5493	476	25	-	-	ADJ
fis-5493	476	26	esis.74.21	esis.74.21	PROPN
fis-5493	476	27	357	357	NUM
fis-5493	476	28	[	[	SYM
fis-5493	476	29	27	27	NUM
fis-5493	476	30	]	]	PUNCT
fis-5493	476	31	holtz	holtz	NOUN
fis-5493	476	32	,	,	PUNCT
fis-5493	476	33	n.m	n.m	PROPN
fis-5493	476	34	.	.	PROPN
fis-5493	476	35	,	,	PUNCT
fis-5493	476	36	kulak	kulak	PROPN
fis-5493	476	37	,	,	PUNCT
fis-5493	476	38	g.l	g.l	PROPN
fis-5493	476	39	.	.	PROPN
fis-5493	476	40	,	,	PUNCT
fis-5493	476	41	1975	1975	NUM
fis-5493	476	42	.	.	PUNCT
fis-5493	477	1	structural	structural	ADJ
fis-5493	477	2	engineering	engineering	NOUN
fis-5493	477	3	report	report	NOUN
fis-5493	477	4	no	no	INTJ
fis-5493	477	5	.	.	PROPN
fis-5493	478	1	51	51	NUM
fis-5493	478	2	.	.	PUNCT
fis-5493	479	1	university	university	PROPN
fis-5493	479	2	of	of	ADP
fis-5493	479	3	alberta	alberta	PROPN
fis-5493	479	4	,	,	PUNCT
fis-5493	479	5	edmonton	edmonton	PROPN
fis-5493	479	6	,	,	PUNCT
fis-5493	479	7	alberta	alberta	PROPN
fis-5493	479	8	,	,	PUNCT
fis-5493	479	9	canada	canada	PROPN
fis-5493	479	10	.	.	PUNCT
fis-5493	480	1	[	[	X
fis-5493	480	2	28	28	NUM
fis-5493	480	3	]	]	X
fis-5493	480	4	https://www.timesunion.com/news/article/construction-albany-county-rail-trail-bridge-18197215.php	https://www.timesunion.com/news/article/construction-albany-county-rail-trail-bridge-18197215.php	PROPN
fis-5493	480	5	.	.	PUNCT
fis-5493	481	1	last	last	ADJ
fis-5493	481	2	accessed	access	VERB
fis-5493	481	3	in	in	ADP
fis-5493	481	4	15/6/2025	15/6/2025	NUM
fis-5493	481	5	.	.	PUNCT
fis-5493	482	1	[	[	X
fis-5493	482	2	29	29	NUM
fis-5493	482	3	]	]	SYM
fis-5493	482	4	https://www.timesunion.com/news/article/albany-county-releases-report-rail-trail-bridge-18353527.php	https://www.timesunion.com/news/article/albany-county-releases-report-rail-trail-bridge-18353527.php	NOUN
fis-5493	482	5	.	.	PUNCT
fis-5493	483	1	last	last	ADJ
fis-5493	483	2	accessed	access	VERB
fis-5493	483	3	in	in	ADP
fis-5493	483	4	15/6/2025	15/6/2025	NUM
fis-5493	483	5	.	.	PUNCT
fis-5493	484	1	<	<	X
fis-5493	484	2	<	<	X
fis-5493	484	3	/ascii85encodepages	/ascii85encodepage	NOUN
fis-5493	484	4	false	false	ADJ
fis-5493	484	5	/allowtransparency	/allowtransparency	NOUN
fis-5493	484	6	false	false	ADJ
fis-5493	484	7	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-5493	484	8	true	true	ADJ
fis-5493	484	9	/autorotatepages	/autorotatepage	NOUN
fis-5493	484	10	/none	/none	PUNCT
fis-5493	484	11	/binding	/binding	PUNCT
fis-5493	484	12	/left	/left	ADJ
fis-5493	485	1	/calgrayprofile	/calgrayprofile	VERB
fis-5493	485	2	(	(	PUNCT
fis-5493	485	3	dot	dot	NOUN
fis-5493	485	4	gain	gain	NOUN
fis-5493	485	5	20	20	NUM
fis-5493	485	6	%	%	NOUN
fis-5493	485	7	)	)	PUNCT
fis-5493	485	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-5493	486	1	(	(	PUNCT
fis-5493	486	2	srgb	srgb	PROPN
fis-5493	486	3	iec61966	iec61966	NOUN
fis-5493	486	4	-	-	PUNCT
fis-5493	486	5	2.1	2.1	NUM
fis-5493	486	6	)	)	PUNCT
fis-5493	486	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-5493	487	1	(	(	PUNCT
fis-5493	487	2	u.s	u.s	PROPN
fis-5493	487	3	.	.	PROPN
fis-5493	487	4	web	web	NOUN
fis-5493	487	5	coated	coat	VERB
fis-5493	487	6	\050swop\051	\050swop\051	ADJ
fis-5493	487	7	v2	v2	NOUN
fis-5493	487	8	)	)	PUNCT
fis-5493	487	9	/srgbprofile	/srgbprofile	PUNCT
fis-5493	487	10	(	(	PUNCT
fis-5493	487	11	srgb	srgb	PROPN
fis-5493	487	12	iec61966	iec61966	NOUN
fis-5493	487	13	-	-	PUNCT
fis-5493	487	14	2.1	2.1	NUM
fis-5493	487	15	)	)	PUNCT
fis-5493	487	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-5493	488	1	/error	/error	INTJ
fis-5493	488	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-5493	489	1	1.4	1.4	NUM
fis-5493	489	2	/compressobjects	/compressobject	NOUN
fis-5493	489	3	/tags	/tag	VERB
fis-5493	489	4	/compresspages	/compresspage	NOUN
fis-5493	489	5	true	true	ADJ
fis-5493	489	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-5493	489	7	true	true	ADJ
fis-5493	489	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-5493	489	9	true	true	ADJ
fis-5493	489	10	/createjobticket	/createjobticket	NOUN
fis-5493	489	11	false	false	ADJ
fis-5493	489	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-5493	489	13	/default	/default	PUNCT
fis-5493	489	14	/detectblends	/detectblend	NOUN
fis-5493	489	15	true	true	ADJ
fis-5493	489	16	/detectcurves	/detectcurve	VERB
fis-5493	490	1	0.0000	0.0000	NUM
fis-5493	490	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-5493	490	3	/cmyk	/cmyk	PUNCT
fis-5493	491	1	/dothumbnails	/dothumbnail	VERB
fis-5493	492	1	false	false	ADJ
fis-5493	492	2	/embedallfonts	/embedallfont	NOUN
fis-5493	492	3	true	true	ADJ
fis-5493	492	4	/embedopentype	/embedopentype	PUNCT
fis-5493	492	5	false	false	ADJ
fis-5493	492	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-5493	492	7	true	true	ADJ
fis-5493	492	8	/embedjoboptions	/embedjoboption	NOUN
fis-5493	492	9	true	true	ADJ
fis-5493	492	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-5493	492	11	0	0	NUM
fis-5493	492	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-5493	492	13	false	false	ADJ
fis-5493	492	14	/endpage	/endpage	NOUN
fis-5493	492	15	-1	-1	NOUN
fis-5493	492	16	/imagememory	/imagememory	NUM
fis-5493	492	17	1048576	1048576	NUM
fis-5493	492	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-5493	492	19	false	false	ADJ
fis-5493	492	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-5493	492	21	100	100	NUM
fis-5493	492	22	/optimize	/optimize	NOUN
fis-5493	492	23	true	true	ADJ
fis-5493	492	24	/opm	/opm	NOUN
fis-5493	492	25	1	1	NUM
fis-5493	492	26	/parsedsccomments	/parsedsccomment	NOUN
fis-5493	492	27	true	true	ADJ
fis-5493	492	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-5493	492	29	true	true	ADJ
fis-5493	492	30	/preservecopypage	/preservecopypage	NOUN
fis-5493	492	31	true	true	ADJ
fis-5493	492	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-5493	492	33	true	true	ADJ
fis-5493	492	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-5493	492	35	true	true	ADJ
fis-5493	492	36	/preserveflatness	/preserveflatness	NOUN
fis-5493	492	37	true	true	ADJ
fis-5493	492	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-5493	492	39	false	false	ADJ
fis-5493	492	40	/preserveopicomments	/preserveopicomment	NOUN
fis-5493	492	41	true	true	ADJ
fis-5493	492	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-5493	492	43	true	true	ADJ
fis-5493	492	44	/startpage	/startpage	NOUN
fis-5493	492	45	1	1	NUM
fis-5493	492	46	/subsetfonts	/subsetfont	NOUN
fis-5493	492	47	true	true	ADJ
fis-5493	492	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-5493	492	49	/apply	/apply	PUNCT
fis-5493	492	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-5493	493	1	/preserve	/preserve	NOUN
fis-5493	493	2	/useprologue	/useprologue	NOUN
fis-5493	493	3	false	false	ADJ
fis-5493	493	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-5493	493	5	(	(	PUNCT
fis-5493	493	6	)	)	PUNCT
fis-5493	493	7	/alwaysembed	/alwaysembe	VERB
fis-5493	493	8	[	[	PUNCT
fis-5493	493	9	true	true	ADJ
fis-5493	493	10	]	]	PUNCT
fis-5493	493	11	/neverembed	/neverembed	PUNCT
fis-5493	494	1	[	[	PUNCT
fis-5493	494	2	true	true	ADJ
fis-5493	494	3	]	]	PUNCT
fis-5493	494	4	/antialiascolorimages	/antialiascolorimages	X
fis-5493	494	5	false	false	ADJ
fis-5493	494	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-5493	494	7	true	true	ADJ
fis-5493	494	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-5493	494	9	300	300	NUM
fis-5493	494	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-5493	494	11	/ok	/ok	ADJ
fis-5493	495	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-5493	496	1	true	true	ADJ
fis-5493	496	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-5493	496	3	/bicubic	/bicubic	NOUN
fis-5493	496	4	/colorimageresolution	/colorimageresolution	NOUN
fis-5493	497	1	300	300	NUM
fis-5493	497	2	/colorimagedepth	/colorimagedepth	PRON
fis-5493	497	3	-1	-1	INTJ
fis-5493	497	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-5493	497	5	1	1	NUM
fis-5493	497	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-5493	497	7	1.50000	1.50000	NUM
fis-5493	497	8	/encodecolorimages	/encodecolorimage	NOUN
fis-5493	497	9	true	true	ADJ
fis-5493	497	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-5493	497	11	/dctencode	/dctencode	PUNCT
fis-5493	498	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-5493	498	2	true	true	ADJ
fis-5493	498	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-5493	498	4	/jpeg	/jpeg	PUNCT
fis-5493	498	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-5493	499	1	<	<	X
fis-5493	499	2	<	<	X
fis-5493	499	3	/qfactor	/qfactor	NOUN
fis-5493	499	4	0.15	0.15	NUM
fis-5493	499	5	/hsamples	/hsample	NOUN
fis-5493	500	1	[	[	X
fis-5493	500	2	1	1	NUM
fis-5493	500	3	1	1	NUM
fis-5493	500	4	1	1	NUM
fis-5493	500	5	1	1	NUM
fis-5493	500	6	]	]	PUNCT
fis-5493	500	7	/vsamples	/vsample	NOUN
fis-5493	501	1	[	[	X
fis-5493	501	2	1	1	NUM
fis-5493	501	3	1	1	NUM
fis-5493	501	4	1	1	NUM
fis-5493	501	5	1	1	NUM
fis-5493	501	6	]	]	PUNCT
fis-5493	501	7	>	>	PUNCT
fis-5493	501	8	>	>	X
fis-5493	501	9	/colorimagedict	/colorimagedict	PUNCT
fis-5493	502	1	<	<	X
fis-5493	502	2	<	<	X
fis-5493	502	3	/qfactor	/qfactor	NOUN
fis-5493	502	4	0.15	0.15	NUM
fis-5493	502	5	/hsamples	/hsample	NOUN
fis-5493	503	1	[	[	X
fis-5493	503	2	1	1	NUM
fis-5493	503	3	1	1	NUM
fis-5493	503	4	1	1	NUM
fis-5493	503	5	1	1	NUM
fis-5493	503	6	]	]	PUNCT
fis-5493	503	7	/vsamples	/vsample	NOUN
fis-5493	504	1	[	[	X
fis-5493	504	2	1	1	NUM
fis-5493	504	3	1	1	NUM
fis-5493	504	4	1	1	NUM
fis-5493	504	5	1	1	NUM
fis-5493	504	6	]	]	PUNCT
fis-5493	504	7	>	>	PUNCT
fis-5493	504	8	>	>	X
fis-5493	504	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
fis-5493	505	1	<	<	X
fis-5493	505	2	<	<	X
fis-5493	505	3	/tilewidth	/tilewidth	PUNCT
fis-5493	505	4	256	256	NUM
fis-5493	505	5	/tileheight	/tileheight	NUM
fis-5493	505	6	256	256	NUM
fis-5493	505	7	/quality	/quality	NOUN
fis-5493	505	8	30	30	NUM
fis-5493	505	9	>	>	PUNCT
fis-5493	505	10	>	>	X
fis-5493	505	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-5493	505	12	<	<	X
fis-5493	505	13	<	<	X
fis-5493	505	14	/tilewidth	/tilewidth	PUNCT
fis-5493	505	15	256	256	NUM
fis-5493	505	16	/tileheight	/tileheight	NUM
fis-5493	505	17	256	256	NUM
fis-5493	505	18	/quality	/quality	NOUN
fis-5493	505	19	30	30	NUM
fis-5493	505	20	>	>	PUNCT
fis-5493	505	21	>	>	X
fis-5493	505	22	/antialiasgrayimages	/antialiasgrayimages	X
fis-5493	505	23	false	false	ADJ
fis-5493	505	24	/cropgrayimages	/cropgrayimage	NOUN
fis-5493	505	25	true	true	ADJ
fis-5493	505	26	/grayimageminresolution	/grayimageminresolution	ADV
fis-5493	505	27	300	300	NUM
fis-5493	505	28	/grayimageminresolutionpolicy	/grayimageminresolutionpolicy	NOUN
fis-5493	505	29	/ok	/ok	ADJ
fis-5493	505	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
fis-5493	506	1	true	true	ADJ
fis-5493	506	2	/grayimagedownsampletype	/grayimagedownsampletype	INTJ
fis-5493	506	3	/bicubic	/bicubic	NOUN
fis-5493	506	4	/grayimageresolution	/grayimageresolution	NOUN
fis-5493	506	5	300	300	NUM
fis-5493	506	6	/grayimagedepth	/grayimagedepth	PUNCT
fis-5493	506	7	-1	-1	PUNCT
fis-5493	506	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-5493	507	1	2	2	NUM
fis-5493	507	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
fis-5493	507	3	1.50000	1.50000	NUM
fis-5493	507	4	/encodegrayimages	/encodegrayimage	NOUN
fis-5493	507	5	true	true	ADJ
fis-5493	507	6	/grayimagefilter	/grayimagefilter	NOUN
fis-5493	507	7	/dctencode	/dctencode	PUNCT
fis-5493	508	1	/autofiltergrayimages	/autofiltergrayimages	VERB
fis-5493	508	2	true	true	ADJ
fis-5493	508	3	/grayimageautofilterstrategy	/grayimageautofilterstrategy	INTJ
fis-5493	508	4	/jpeg	/jpeg	PUNCT
fis-5493	508	5	/grayacsimagedict	/grayacsimagedict	PUNCT
fis-5493	509	1	<	<	X
fis-5493	509	2	<	<	X
fis-5493	509	3	/qfactor	/qfactor	NOUN
fis-5493	509	4	0.15	0.15	NUM
fis-5493	509	5	/hsamples	/hsample	NOUN
fis-5493	510	1	[	[	X
fis-5493	510	2	1	1	NUM
fis-5493	510	3	1	1	NUM
fis-5493	510	4	1	1	NUM
fis-5493	510	5	1	1	NUM
fis-5493	510	6	]	]	PUNCT
fis-5493	510	7	/vsamples	/vsample	NOUN
fis-5493	511	1	[	[	X
fis-5493	511	2	1	1	NUM
fis-5493	511	3	1	1	NUM
fis-5493	511	4	1	1	NUM
fis-5493	511	5	1	1	NUM
fis-5493	511	6	]	]	PUNCT
fis-5493	511	7	>	>	PUNCT
fis-5493	511	8	>	>	X
fis-5493	511	9	/grayimagedict	/grayimagedict	PUNCT
fis-5493	512	1	<	<	X
fis-5493	512	2	<	<	X
fis-5493	512	3	/qfactor	/qfactor	NOUN
fis-5493	512	4	0.15	0.15	NUM
fis-5493	512	5	/hsamples	/hsample	NOUN
fis-5493	513	1	[	[	X
fis-5493	513	2	1	1	NUM
fis-5493	513	3	1	1	NUM
fis-5493	513	4	1	1	NUM
fis-5493	513	5	1	1	NUM
fis-5493	513	6	]	]	PUNCT
fis-5493	513	7	/vsamples	/vsample	NOUN
fis-5493	514	1	[	[	X
fis-5493	514	2	1	1	NUM
fis-5493	514	3	1	1	NUM
fis-5493	514	4	1	1	NUM
fis-5493	514	5	1	1	NUM
fis-5493	514	6	]	]	PUNCT
fis-5493	514	7	>	>	X
fis-5493	514	8	>	>	X
fis-5493	514	9	/jpeg2000grayacsimagedict	/jpeg2000grayacsimagedict	PUNCT
fis-5493	515	1	<	<	X
fis-5493	515	2	<	<	X
fis-5493	515	3	/tilewidth	/tilewidth	PUNCT
fis-5493	515	4	256	256	NUM
fis-5493	515	5	/tileheight	/tileheight	NUM
fis-5493	515	6	256	256	NUM
fis-5493	515	7	/quality	/quality	NOUN
fis-5493	515	8	30	30	NUM
fis-5493	515	9	>	>	PUNCT
fis-5493	515	10	>	>	X
fis-5493	515	11	/jpeg2000grayimagedict	/jpeg2000grayimagedict	PUNCT
fis-5493	515	12	<	<	X
fis-5493	515	13	<	<	X
fis-5493	515	14	/tilewidth	/tilewidth	PUNCT
fis-5493	515	15	256	256	NUM
fis-5493	515	16	/tileheight	/tileheight	NUM
fis-5493	515	17	256	256	NUM
fis-5493	515	18	/quality	/quality	NOUN
fis-5493	515	19	30	30	NUM
fis-5493	515	20	>	>	PUNCT
fis-5493	515	21	>	>	X
fis-5493	515	22	/antialiasmonoimages	/antialiasmonoimage	NOUN
fis-5493	515	23	false	false	ADJ
fis-5493	515	24	/cropmonoimages	/cropmonoimage	NOUN
fis-5493	515	25	true	true	ADJ
fis-5493	515	26	/monoimageminresolution	/monoimageminresolution	NUM
fis-5493	515	27	1200	1200	NUM
fis-5493	515	28	/monoimageminresolutionpolicy	/monoimageminresolutionpolicy	PUNCT
fis-5493	516	1	/ok	/ok	PROPN
fis-5493	516	2	/downsamplemonoimages	/downsamplemonoimage	VERB
fis-5493	517	1	true	true	ADJ
fis-5493	517	2	/monoimagedownsampletype	/monoimagedownsampletype	PUNCT
fis-5493	517	3	/bicubic	/bicubic	NOUN
fis-5493	517	4	/monoimageresolution	/monoimageresolution	NOUN
fis-5493	517	5	1200	1200	NUM
fis-5493	517	6	/monoimagedepth	/monoimagedepth	PRON
fis-5493	517	7	-1	-1	PUNCT
fis-5493	518	1	/monoimagedownsamplethreshold	/monoimagedownsamplethreshold	PUNCT
fis-5493	518	2	1.50000	1.50000	NUM
fis-5493	518	3	/encodemonoimages	/encodemonoimage	NOUN
fis-5493	518	4	true	true	ADJ
fis-5493	518	5	/monoimagefilter	/monoimagefilter	ADP
fis-5493	518	6	/ccittfaxencode	/ccittfaxencode	INTJ
fis-5493	518	7	/monoimagedict	/monoimagedict	PUNCT
fis-5493	519	1	<	<	X
fis-5493	519	2	<	<	X
fis-5493	519	3	/k	/k	PUNCT
fis-5493	519	4	-1	-1	INTJ
fis-5493	519	5	>	>	PUNCT
fis-5493	519	6	>	>	X
fis-5493	519	7	/allowpsxobjects	/allowpsxobjects	PROPN
fis-5493	519	8	false	false	ADJ
fis-5493	519	9	/checkcompliance	/checkcompliance	NOUN
fis-5493	519	10	[	[	PUNCT
fis-5493	519	11	/none	/none	X
fis-5493	519	12	]	]	PUNCT
fis-5493	519	13	/pdfx1acheck	/pdfx1acheck	PUNCT
fis-5493	519	14	false	false	ADJ
fis-5493	519	15	/pdfx3check	/pdfx3check	PUNCT
fis-5493	519	16	false	false	ADJ
fis-5493	519	17	/pdfxcompliantpdfonly	/pdfxcompliantpdfonly	ADV
fis-5493	519	18	false	false	ADJ
fis-5493	519	19	/pdfxnotrimboxerror	/pdfxnotrimboxerror	NOUN
fis-5493	519	20	true	true	ADJ
fis-5493	519	21	/pdfxtrimboxtomediaboxoffset	/pdfxtrimboxtomediaboxoffset	NOUN
fis-5493	519	22	[	[	PUNCT
fis-5493	519	23	0.00000	0.00000	NUM
fis-5493	519	24	0.00000	0.00000	NUM
fis-5493	519	25	0.00000	0.00000	NUM
fis-5493	519	26	0.00000	0.00000	NUM
fis-5493	519	27	]	]	PUNCT
fis-5493	519	28	/pdfxsetbleedboxtomediabox	/pdfxsetbleedboxtomediabox	PUNCT
fis-5493	520	1	true	true	ADJ
fis-5493	520	2	/pdfxbleedboxtotrimboxoffset	/pdfxbleedboxtotrimboxoffset	PUNCT
fis-5493	520	3	[	[	PUNCT
fis-5493	520	4	0.00000	0.00000	NUM
fis-5493	520	5	0.00000	0.00000	NUM
fis-5493	520	6	0.00000	0.00000	NUM
fis-5493	520	7	0.00000	0.00000	NUM
fis-5493	520	8	]	]	PUNCT
fis-5493	520	9	/pdfxoutputintentprofile	/pdfxoutputintentprofile	PUNCT
fis-5493	521	1	(	(	PUNCT
fis-5493	521	2	)	)	PUNCT
fis-5493	521	3	/pdfxoutputconditionidentifier	/pdfxoutputconditionidentifi	ADJ
fis-5493	521	4	(	(	PUNCT
fis-5493	521	5	)	)	PUNCT
fis-5493	521	6	/pdfxoutputcondition	/pdfxoutputcondition	PRON
fis-5493	521	7	(	(	PUNCT
fis-5493	521	8	)	)	PUNCT
fis-5493	521	9	/pdfxregistryname	/pdfxregistryname	PUNCT
fis-5493	521	10	(	(	PUNCT
fis-5493	521	11	)	)	PUNCT
fis-5493	521	12	/pdfxtrapped	/pdfxtrapped	PUNCT
fis-5493	521	13	/false	/false	INTJ
fis-5493	522	1	/createjdffile	/createjdffile	INTJ
fis-5493	522	2	false	false	ADJ
fis-5493	522	3	/description	/description	NOUN
fis-5493	523	1	<	<	X
fis-5493	523	2	<	<	X
fis-5493	523	3	/ara	/ara	PUNCT
fis-5493	523	4	<	<	X
fis-5493	523	5	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	X
fis-5493	523	6	>	>	X
fis-5493	523	7	/bgr	/bgr	PUNCT
fis-5493	524	1	<	<	X
fis-5493	524	2	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	X
fis-5493	524	3	>	>	X
fis-5493	524	4	/chs	/chs	PUNCT
fis-5493	525	1	<	<	X
fis-5493	525	2	feff4f7f75288fd94e9b8bbe5b9a521b5efa7684002000410064006f006200650020005000440046002065876863900275284e8e9ad88d2891cf76845370524d53705237300260a853ef4ee54f7f75280020004100630072006f0062006100740020548c002000410064006f00620065002000520065006100640065007200200035002e003000204ee553ca66f49ad87248672c676562535f00521b5efa768400200050004400460020658768633002	feff4f7f75288fd94e9b8bbe5b9a521b5efa7684002000410064006f006200650020005000440046002065876863900275284e8e9ad88d2891cf76845370524d53705237300260a853ef4ee54f7f75280020004100630072006f0062006100740020548c002000410064006f00620065002000520065006100640065007200200035002e003000204ee553ca66f49ad87248672c676562535f00521b5efa768400200050004400460020658768633002	NOUN
fis-5493	525	3	>	>	X
fis-5493	525	4	/cht	/cht	PUNCT
fis-5493	526	1	<	<	X
fis-5493	526	2	feff4f7f752890194e9b8a2d7f6e5efa7acb7684002000410064006f006200650020005000440046002065874ef69069752865bc9ad854c18cea76845370524d5370523786557406300260a853ef4ee54f7f75280020004100630072006f0062006100740020548c002000410064006f00620065002000520065006100640065007200200035002e003000204ee553ca66f49ad87248672c4f86958b555f5df25efa7acb76840020005000440046002065874ef63002	feff4f7f752890194e9b8a2d7f6e5efa7acb7684002000410064006f006200650020005000440046002065874ef69069752865bc9ad854c18cea76845370524d5370523786557406300260a853ef4ee54f7f75280020004100630072006f0062006100740020548c002000410064006f00620065002000520065006100640065007200200035002e003000204ee553ca66f49ad87248672c4f86958b555f5df25efa7acb76840020005000440046002065874ef63002	X
fis-5493	526	3	>	>	X
fis-5493	526	4	/cze	/cze	PUNCT
fis-5493	527	1	<	<	X
fis-5493	527	2	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	X
fis-5493	527	3	>	>	X
fis-5493	527	4	/dan	/dan	PUNCT
fis-5493	528	1	<	<	X
fis-5493	529	1	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	X
fis-5493	529	2	>	>	X
fis-5493	529	3	/deu	/deu	PUNCT
fis-5493	529	4	<	<	X
fis-5493	529	5	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	X
fis-5493	529	6	>	>	X
fis-5493	529	7	/esp	/esp	PUNCT
fis-5493	529	8	<	<	X
fis-5493	529	9	feff005500740069006c0069006300650020006500730074006100200063006f006e0066006900670075007200610063006900f3006e0020007000610072006100200063007200650061007200200064006f00630075006d0065006e0074006f00730020005000440046002000640065002000410064006f0062006500200061006400650063007500610064006f00730020007000610072006100200069006d0070007200650073006900f3006e0020007000720065002d0065006400690074006f007200690061006c00200064006500200061006c00740061002000630061006c0069006400610064002e002000530065002000700075006500640065006e00200061006200720069007200200064006f00630075006d0065006e0074006f00730020005000440046002000630072006500610064006f007300200063006f006e0020004100630072006f006200610074002c002000410064006f00620065002000520065006100640065007200200035002e003000200079002000760065007200730069006f006e0065007300200070006f00730074006500720069006f007200650073002e	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	X
fis-5493	529	10	>	>	X
fis-5493	529	11	/eti	/eti	X
fis-5493	530	1	<	<	X
fis-5493	530	2	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	X
fis-5493	530	3	>	>	X
fis-5493	530	4	/fra	/fra	PUNCT
fis-5493	531	1	<	<	X
fis-5493	531	2	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	feff005500740069006c006900730065007a00200063006500730020006f007000740069006f006e00730020006100660069006e00200064006500200063007200e900650072002000640065007300200064006f00630075006d0065006e00740073002000410064006f00620065002000500044004600200070006f0075007200200075006e00650020007100750061006c0069007400e90020006400270069006d007000720065007300730069006f006e00200070007200e9007000720065007300730065002e0020004c0065007300200064006f00630075006d0065006e00740073002000500044004600200063007200e900e90073002000700065007500760065006e0074002000ea0074007200650020006f007500760065007200740073002000640061006e00730020004100630072006f006200610074002c002000610069006e00730069002000710075002700410064006f00620065002000520065006100640065007200200035002e0030002000650074002000760065007200730069006f006e007300200075006c007400e90072006900650075007200650073002e	X
fis-5493	531	3	>	>	X
fis-5493	531	4	/gre	/gre	PUNCT
fis-5493	531	5	<	<	X
fis-5493	531	6	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	NOUN
fis-5493	531	7	>	>	X
fis-5493	531	8	/heb	/heb	X
fis-5493	531	9	<	<	X
fis-5493	531	10	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	X
fis-5493	531	11	>	>	X
fis-5493	531	12	/hrv	/hrv	PROPN
fis-5493	532	1	(	(	PUNCT
fis-5493	532	2	za	za	PROPN
fis-5493	532	3	stvaranje	stvaranje	PROPN
fis-5493	532	4	adobe	adobe	PROPN
fis-5493	532	5	pdf	pdf	PROPN
fis-5493	532	6	dokumenata	dokumenata	PROPN
fis-5493	532	7	najpogodnijih	najpogodnijih	PROPN
fis-5493	532	8	za	za	PROPN
fis-5493	532	9	visokokvalitetni	visokokvalitetni	VERB
fis-5493	532	10	ispis	ispis	ADJ
fis-5493	532	11	prije	prije	NOUN
fis-5493	532	12	tiskanja	tiskanja	PROPN
fis-5493	532	13	koristite	koristite	PROPN
fis-5493	532	14	ove	ove	NOUN
fis-5493	532	15	postavke	postavke	NOUN
fis-5493	532	16	.	.	PUNCT
fis-5493	533	1	stvoreni	stvoreni	ADJ
fis-5493	533	2	pdf	pdf	NOUN
fis-5493	533	3	dokumenti	dokumenti	PROPN
fis-5493	533	4	mogu	mogu	PROPN
fis-5493	533	5	se	se	X
fis-5493	533	6	otvoriti	otvoriti	PROPN
fis-5493	533	7	acrobat	acrobat	PROPN
fis-5493	534	1	i	i	PRON
fis-5493	534	2	adobe	adobe	PROPN
fis-5493	534	3	reader	reader	PROPN
fis-5493	534	4	5.0	5.0	NUM
fis-5493	534	5	i	i	PRON
fis-5493	534	6	kasnijim	kasnijim	VERB
fis-5493	534	7	verzijama	verzijama	NOUN
fis-5493	534	8	.	.	PUNCT
fis-5493	534	9	)	)	PUNCT
fis-5493	535	1	/hun	/hun	PUNCT
fis-5493	536	1	<	<	X
fis-5493	536	2	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	feff004b0069007600e1006c00f30020006d0069006e0151007300e9006701710020006e0079006f006d00640061006900200065006c0151006b00e90073007a00ed007401510020006e0079006f006d00740061007400e100730068006f007a0020006c006500670069006e006b00e1006200620020006d0065006700660065006c0065006c0151002000410064006f00620065002000500044004600200064006f006b0075006d0065006e00740075006d006f006b0061007400200065007a0065006b006b0065006c0020006100200062006500e1006c006c00ed007400e10073006f006b006b0061006c0020006b00e90073007a00ed0074006800650074002e0020002000410020006c00e90074007200650068006f007a006f00740074002000500044004600200064006f006b0075006d0065006e00740075006d006f006b00200061007a0020004100630072006f006200610074002000e9007300200061007a002000410064006f00620065002000520065006100640065007200200035002e0030002c0020007600610067007900200061007a002000610074007400f3006c0020006b00e9007301510062006200690020007600650072007a006900f3006b006b0061006c0020006e00790069007400680061007400f3006b0020006d00650067002e	X
fis-5493	536	3	>	>	X
fis-5493	536	4	/ita	/ita	PUNCT
fis-5493	537	1	<	<	X
fis-5493	537	2	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	X
fis-5493	537	3	>	>	X
fis-5493	537	4	/jpn	/jpn	PROPN
fis-5493	538	1	<	<	X
fis-5493	538	2	feff9ad854c18cea306a30d730ea30d730ec30b951fa529b7528002000410064006f0062006500200050004400460020658766f8306e4f5c6210306b4f7f75283057307e305930023053306e8a2d5b9a30674f5c62103055308c305f0020005000440046002030d530a130a430eb306f3001004100630072006f0062006100740020304a30883073002000410064006f00620065002000520065006100640065007200200035002e003000204ee5964d3067958b304f30533068304c3067304d307e305930023053306e8a2d5b9a306b306f30d530a930f330c8306e57cb30818fbc307f304c5fc59808306730593002	feff9ad854c18cea306a30d730ea30d730ec30b951fa529b7528002000410064006f0062006500200050004400460020658766f8306e4f5c6210306b4f7f75283057307e305930023053306e8a2d5b9a30674f5c62103055308c305f0020005000440046002030d530a130a430eb306f3001004100630072006f0062006100740020304a30883073002000410064006f00620065002000520065006100640065007200200035002e003000204ee5964d3067958b304f30533068304c3067304d307e305930023053306e8a2d5b9a306b306f30d530a930f330c8306e57cb30818fbc307f304c5fc59808306730593002	X
fis-5493	538	3	>	>	X
fis-5493	538	4	/kor	/kor	PUNCT
fis-5493	539	1	<	<	X
fis-5493	539	2	feffc7740020c124c815c7440020c0acc6a9d558c5ec0020ace0d488c9c80020c2dcd5d80020c778c1c4c5d00020ac00c7a50020c801d569d55c002000410064006f0062006500200050004400460020bb38c11cb97c0020c791c131d569b2c8b2e4002e0020c774b807ac8c0020c791c131b41c00200050004400460020bb38c11cb2940020004100630072006f0062006100740020bc0f002000410064006f00620065002000520065006100640065007200200035002e00300020c774c0c1c5d0c11c0020c5f40020c2180020c788c2b5b2c8b2e4002e	feffc7740020c124c815c7440020c0acc6a9d558c5ec0020ace0d488c9c80020c2dcd5d80020c778c1c4c5d00020ac00c7a50020c801d569d55c002000410064006f0062006500200050004400460020bb38c11cb97c0020c791c131d569b2c8b2e4002e0020c774b807ac8c0020c791c131b41c00200050004400460020bb38c11cb2940020004100630072006f0062006100740020bc0f002000410064006f00620065002000520065006100640065007200200035002e00300020c774c0c1c5d0c11c0020c5f40020c2180020c788c2b5b2c8b2e4002e	X
fis-5493	539	3	>	>	X
fis-5493	539	4	/lth	/lth	PUNCT
fis-5493	540	1	<	<	X
fis-5493	540	2	feff004e006100750064006f006b0069007400650020016100690075006f007300200070006100720061006d006500740072007500730020006e006f0072011700640061006d00690020006b0075007200740069002000410064006f00620065002000500044004600200064006f006b0075006d0065006e007400750073002c0020006b00750072006900650020006c0061006200690061007500730069006100690020007000720069007400610069006b007900740069002000610075006b01610074006f00730020006b006f006b007900620117007300200070006100720065006e006700740069006e00690061006d00200073007000610075007300640069006e0069006d00750069002e0020002000530075006b0075007200740069002000500044004600200064006f006b0075006d0065006e007400610069002000670061006c006900200062016b007400690020006100740069006400610072006f006d00690020004100630072006f006200610074002000690072002000410064006f00620065002000520065006100640065007200200035002e0030002000610072002000760117006c00650073006e0117006d00690073002000760065007200730069006a006f006d00690073002e	feff004e006100750064006f006b0069007400650020016100690075006f007300200070006100720061006d006500740072007500730020006e006f0072011700640061006d00690020006b0075007200740069002000410064006f00620065002000500044004600200064006f006b0075006d0065006e007400750073002c0020006b00750072006900650020006c0061006200690061007500730069006100690020007000720069007400610069006b007900740069002000610075006b01610074006f00730020006b006f006b007900620117007300200070006100720065006e006700740069006e00690061006d00200073007000610075007300640069006e0069006d00750069002e0020002000530075006b0075007200740069002000500044004600200064006f006b0075006d0065006e007400610069002000670061006c006900200062016b007400690020006100740069006400610072006f006d00690020004100630072006f006200610074002000690072002000410064006f00620065002000520065006100640065007200200035002e0030002000610072002000760117006c00650073006e0117006d00690073002000760065007200730069006a006f006d00690073002e	X
fis-5493	540	3	>	>	X
fis-5493	540	4	/lvi	/lvi	PUNCT
fis-5493	541	1	<	<	X
fis-5493	541	2	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	X
fis-5493	541	3	>	>	X
fis-5493	541	4	/nld	/nld	PUNCT
fis-5493	542	1	(	(	PUNCT
fis-5493	542	2	gebruik	gebruik	NOUN
fis-5493	542	3	deze	deze	PROPN
fis-5493	542	4	instellingen	instellingen	PROPN
fis-5493	542	5	om	om	PROPN
fis-5493	542	6	adobe	adobe	PROPN
fis-5493	542	7	pdf	pdf	PROPN
fis-5493	542	8	-	-	PUNCT
fis-5493	542	9	documenten	documenten	NOUN
fis-5493	542	10	te	te	ADP
fis-5493	542	11	maken	maken	PROPN
fis-5493	542	12	die	die	PROPN
fis-5493	542	13	zijn	zijn	PROPN
fis-5493	542	14	geoptimaliseerd	geoptimaliseerd	PROPN
fis-5493	542	15	voor	voor	NOUN
fis-5493	542	16	prepress	prepress	NOUN
fis-5493	542	17	-	-	PUNCT
fis-5493	542	18	afdrukken	afdrukken	VERB
fis-5493	542	19	van	van	PROPN
fis-5493	542	20	hoge	hoge	PROPN
fis-5493	542	21	kwaliteit	kwaliteit	PROPN
fis-5493	542	22	.	.	PUNCT
fis-5493	543	1	de	de	PROPN
fis-5493	543	2	gemaakte	gemaakte	PROPN
fis-5493	543	3	pdf	pdf	NOUN
fis-5493	543	4	-	-	PUNCT
fis-5493	543	5	documenten	documenten	NOUN
fis-5493	543	6	kunnen	kunnen	PROPN
fis-5493	543	7	worden	worden	PROPN
fis-5493	543	8	geopend	geopend	PROPN
fis-5493	543	9	met	meet	VERB
fis-5493	543	10	acrobat	acrobat	PROPN
fis-5493	543	11	en	en	PROPN
fis-5493	543	12	adobe	adobe	PROPN
fis-5493	543	13	reader	reader	PROPN
fis-5493	543	14	5.0	5.0	NUM
fis-5493	543	15	en	en	ADP
fis-5493	543	16	hoger	hoger	NOUN
fis-5493	543	17	.	.	PUNCT
fis-5493	543	18	)	)	PUNCT
fis-5493	544	1	/nor	/nor	PUNCT
fis-5493	545	1	<	<	X
fis-5493	545	2	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	X
fis-5493	545	3	>	>	X
fis-5493	545	4	/pol	/pol	PUNCT
fis-5493	546	1	<	<	X
fis-5493	546	2	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	X
fis-5493	546	3	>	>	X
fis-5493	546	4	/ptb	/ptb	PROPN
fis-5493	546	5	<	<	X
fis-5493	546	6	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	X
fis-5493	546	7	>	>	X
fis-5493	546	8	/rum	/rum	X
fis-5493	546	9	<	<	X
fis-5493	546	10	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	X
fis-5493	546	11	>	>	X
fis-5493	546	12	/rus	/rus	PUNCT
fis-5493	546	13	<	<	X
fis-5493	546	14	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	X
fis-5493	546	15	>	>	X
fis-5493	546	16	/sky	/sky	PUNCT
fis-5493	547	1	<	<	X
fis-5493	547	2	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	X
fis-5493	547	3	>	>	X
fis-5493	547	4	/slv	/slv	X
fis-5493	547	5	<	<	X
fis-5493	547	6	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	X
fis-5493	547	7	>	>	X
fis-5493	547	8	/suo	/suo	PROPN
fis-5493	548	1	<	<	AUX
fis-5493	548	2	feff004b00e40079007400e40020006e00e40069007400e4002000610073006500740075006b007300690061002c0020006b0075006e0020006c0075006f00740020006c00e400680069006e006e00e4002000760061006100740069007600610061006e0020007000610069006e006100740075006b00730065006e002000760061006c006d0069007300740065006c00750074007900f6006800f6006e00200073006f00700069007600690061002000410064006f0062006500200050004400460020002d0064006f006b0075006d0065006e007400740065006a0061002e0020004c0075006f0064007500740020005000440046002d0064006f006b0075006d0065006e00740069007400200076006f0069006400610061006e0020006100760061007400610020004100630072006f0062006100740069006c006c00610020006a0061002000410064006f00620065002000520065006100640065007200200035002e0030003a006c006c00610020006a006100200075007500640065006d006d0069006c006c0061002e	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	X
fis-5493	548	3	>	>	X
fis-5493	548	4	/sve	/sve	PROPN
fis-5493	548	5	<	<	X
fis-5493	548	6	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	feff0041006e007600e4006e00640020006400650020006800e4007200200069006e0073007400e4006c006c006e0069006e006700610072006e00610020006f006d002000640075002000760069006c006c00200073006b006100700061002000410064006f006200650020005000440046002d0064006f006b0075006d0065006e007400200073006f006d002000e400720020006c00e4006d0070006c0069006700610020006600f60072002000700072006500700072006500730073002d007500740073006b00720069006600740020006d006500640020006800f600670020006b00760061006c0069007400650074002e002000200053006b006100700061006400650020005000440046002d0064006f006b0075006d0065006e00740020006b0061006e002000f600700070006e00610073002000690020004100630072006f0062006100740020006f00630068002000410064006f00620065002000520065006100640065007200200035002e00300020006f00630068002000730065006e006100720065002e	X
fis-5493	548	7	>	>	X
fis-5493	548	8	/tur	/tur	X
fis-5493	548	9	<	<	X
fis-5493	548	10	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	PROPN
fis-5493	548	11	>	>	X
fis-5493	548	12	/ukr	/ukr	X
fis-5493	548	13	<	<	X
fis-5493	548	14	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	X
fis-5493	548	15	>	>	X
fis-5493	548	16	/enu	/enu	PUNCT
fis-5493	548	17	(	(	PUNCT
fis-5493	548	18	use	use	VERB
fis-5493	548	19	these	these	DET
fis-5493	548	20	settings	setting	NOUN
fis-5493	548	21	to	to	PART
fis-5493	548	22	create	create	VERB
fis-5493	548	23	adobe	adobe	PROPN
fis-5493	548	24	pdf	pdf	PROPN
fis-5493	548	25	documents	document	NOUN
fis-5493	548	26	best	well	ADV
fis-5493	548	27	suited	suit	VERB
fis-5493	548	28	for	for	ADP
fis-5493	548	29	high	high	ADJ
fis-5493	548	30	-	-	PUNCT
fis-5493	548	31	quality	quality	NOUN
fis-5493	548	32	prepress	prepress	NOUN
fis-5493	548	33	printing	printing	NOUN
fis-5493	548	34	.	.	PUNCT
fis-5493	549	1	created	create	VERB
fis-5493	549	2	pdf	pdf	NOUN
fis-5493	549	3	documents	document	NOUN
fis-5493	549	4	can	can	AUX
fis-5493	549	5	be	be	AUX
fis-5493	549	6	opened	open	VERB
fis-5493	549	7	with	with	ADP
fis-5493	549	8	acrobat	acrobat	PROPN
fis-5493	549	9	and	and	CCONJ
fis-5493	549	10	adobe	adobe	PROPN
fis-5493	549	11	reader	reader	PROPN
fis-5493	549	12	5.0	5.0	NUM
fis-5493	549	13	and	and	CCONJ
fis-5493	549	14	later	later	ADV
fis-5493	549	15	.	.	PUNCT
fis-5493	549	16	)	)	PUNCT
fis-5493	550	1	>	>	PUNCT
fis-5493	550	2	>	>	X
fis-5493	550	3	/namespace	/namespace	PUNCT
fis-5493	551	1	[	[	PUNCT
fis-5493	551	2	(	(	PUNCT
fis-5493	551	3	adobe	adobe	PROPN
fis-5493	551	4	)	)	PUNCT
fis-5493	551	5	(	(	PUNCT
fis-5493	551	6	common	common	ADJ
fis-5493	551	7	)	)	PUNCT
fis-5493	551	8	(	(	PUNCT
fis-5493	551	9	1.0	1.0	NUM
fis-5493	551	10	)	)	PUNCT
fis-5493	551	11	]	]	PUNCT
fis-5493	552	1	/othernamespaces	/othernamespace	VERB
fis-5493	552	2	[	[	PUNCT
fis-5493	552	3	<	<	X
fis-5493	552	4	<	<	X
fis-5493	552	5	/asreaderspreads	/asreaderspreads	X
fis-5493	552	6	false	false	ADJ
fis-5493	552	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-5493	552	8	true	true	ADJ
fis-5493	552	9	/errorcontrol	/errorcontrol	NOUN
fis-5493	553	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-5493	553	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-5493	553	3	false	false	ADJ
fis-5493	553	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-5493	553	5	false	false	ADJ
fis-5493	553	6	/includenonprinting	/includenonprinting	NOUN
fis-5493	553	7	false	false	ADJ
fis-5493	553	8	/includeslug	/includeslug	INTJ
fis-5493	553	9	false	false	ADJ
fis-5493	553	10	/namespace	/namespace	NOUN
fis-5493	554	1	[	[	PUNCT
fis-5493	554	2	(	(	PUNCT
fis-5493	554	3	adobe	adobe	PROPN
fis-5493	554	4	)	)	PUNCT
fis-5493	554	5	(	(	PUNCT
fis-5493	554	6	indesign	indesign	NOUN
fis-5493	554	7	)	)	PUNCT
fis-5493	554	8	(	(	PUNCT
fis-5493	554	9	4.0	4.0	NUM
fis-5493	554	10	)	)	PUNCT
fis-5493	554	11	]	]	PUNCT
fis-5493	554	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-5493	555	1	false	false	ADJ
fis-5493	555	2	/omitplacedeps	/omitplacedeps	INTJ
fis-5493	555	3	false	false	ADJ
fis-5493	555	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-5493	555	5	false	false	ADJ
fis-5493	555	6	/simulateoverprint	/simulateoverprint	NOUN
fis-5493	555	7	/legacy	/legacy	PUNCT
fis-5493	556	1	>	>	PUNCT
fis-5493	556	2	>	>	X
fis-5493	557	1	<	<	X
fis-5493	557	2	<	<	X
fis-5493	557	3	/addbleedmarks	/addbleedmarks	X
fis-5493	557	4	false	false	ADJ
fis-5493	557	5	/addcolorbars	/addcolorbars	INTJ
fis-5493	557	6	false	false	ADJ
fis-5493	557	7	/addcropmarks	/addcropmarks	PUNCT
fis-5493	557	8	false	false	ADJ
fis-5493	557	9	/addpageinfo	/addpageinfo	INTJ
fis-5493	557	10	false	false	ADJ
fis-5493	557	11	/addregmarks	/addregmark	NOUN
fis-5493	557	12	false	false	ADJ
fis-5493	557	13	/convertcolors	/convertcolor	NOUN
fis-5493	557	14	/converttocmyk	/converttocmyk	INTJ
fis-5493	557	15	/destinationprofilename	/destinationprofilename	PUNCT
fis-5493	557	16	(	(	PUNCT
fis-5493	557	17	)	)	PUNCT
fis-5493	557	18	/destinationprofileselector	/destinationprofileselector	NOUN
fis-5493	557	19	/documentcmyk	/documentcmyk	PUNCT
fis-5493	557	20	/downsample16bitimages	/downsample16bitimage	NOUN
fis-5493	557	21	true	true	ADJ
fis-5493	557	22	/flattenerpreset	/flattenerpreset	PUNCT
fis-5493	558	1	<	<	X
fis-5493	558	2	<	<	X
fis-5493	558	3	/presetselector	/presetselector	X
fis-5493	558	4	/mediumresolution	/mediumresolution	NOUN
fis-5493	558	5	>	>	PUNCT
fis-5493	558	6	>	>	X
fis-5493	558	7	/formelements	/formelement	NOUN
fis-5493	559	1	false	false	ADJ
fis-5493	559	2	/generatestructure	/generatestructure	PUNCT
fis-5493	559	3	false	false	ADJ
fis-5493	559	4	/includebookmarks	/includebookmark	NOUN
fis-5493	559	5	false	false	ADJ
fis-5493	559	6	/includehyperlinks	/includehyperlinks	INTJ
fis-5493	559	7	false	false	ADJ
fis-5493	559	8	/includeinteractive	/includeinteractive	ADJ
fis-5493	559	9	false	false	ADJ
fis-5493	559	10	/includelayers	/includelayer	NOUN
fis-5493	559	11	false	false	ADJ
fis-5493	559	12	/includeprofiles	/includeprofiles	INTJ
fis-5493	559	13	false	false	ADJ
fis-5493	559	14	/multimediahandling	/multimediahandling	NOUN
fis-5493	560	1	/useobjectsettings	/useobjectsettings	PRON
fis-5493	561	1	/namespace	/namespace	PUNCT
fis-5493	562	1	[	[	PUNCT
fis-5493	562	2	(	(	PUNCT
fis-5493	562	3	adobe	adobe	PROPN
fis-5493	562	4	)	)	PUNCT
fis-5493	562	5	(	(	PUNCT
fis-5493	562	6	creativesuite	creativesuite	NOUN
fis-5493	562	7	)	)	PUNCT
fis-5493	562	8	(	(	PUNCT
fis-5493	562	9	2.0	2.0	NUM
fis-5493	562	10	)	)	PUNCT
fis-5493	562	11	]	]	PUNCT
fis-5493	563	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-5493	563	2	/documentcmyk	/documentcmyk	PUNCT
fis-5493	564	1	/preserveediting	/preserveedite	VERB
fis-5493	564	2	true	true	ADJ
fis-5493	564	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-5493	564	4	/leaveuntagged	/leaveuntagge	VERB
fis-5493	564	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-5493	564	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-5493	564	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-5493	565	1	false	false	ADJ
fis-5493	565	2	>	>	PUNCT
fis-5493	565	3	>	>	X
fis-5493	565	4	]	]	PUNCT
fis-5493	565	5	>	>	PUNCT
fis-5493	565	6	>	>	X
fis-5493	565	7	setdistillerparams	setdistillerparam	NOUN
fis-5493	566	1	<	<	X
fis-5493	566	2	<	<	X
fis-5493	566	3	/hwresolution	/hwresolution	NOUN
fis-5493	567	1	[	[	X
fis-5493	567	2	2400	2400	NUM
fis-5493	567	3	2400	2400	NUM
fis-5493	567	4	]	]	PUNCT
fis-5493	567	5	/pagesize	/pagesize	X
fis-5493	568	1	[	[	X
fis-5493	568	2	612.000	612.000	NUM
fis-5493	568	3	792.000	792.000	NUM
fis-5493	568	4	]	]	PUNCT
fis-5493	568	5	>	>	PUNCT
fis-5493	568	6	>	>	X
fis-5493	568	7	setpagedevice	setpagedevice	PROPN