id	sid	tid	token	lemma	pos
fis-4294	1	1	microsoft	microsoft	PROPN
fis-4294	1	2	word	word	NOUN
fis-4294	1	3	numero_66_art_17_4294.docx	numero_66_art_17_4294.docx	ADP
fis-4294	1	4	a.	a.	PROPN
fis-4294	1	5	j.	j.	PROPN
fis-4294	1	6	abdulridha	abdulridha	PROPN
fis-4294	1	7	,	,	PUNCT
fis-4294	1	8	frattura	frattura	PROPN
fis-4294	1	9	ed	ed	PROPN
fis-4294	1	10	integrità	integrità	PROPN
fis-4294	1	11	strutturale	strutturale	PROPN
fis-4294	1	12	,	,	PUNCT
fis-4294	1	13	66	66	NUM
fis-4294	1	14	(	(	PUNCT
fis-4294	1	15	2023	2023	NUM
fis-4294	1	16	)	)	PUNCT
fis-4294	1	17	273	273	NUM
fis-4294	1	18	-	-	SYM
fis-4294	1	19	296	296	NUM
fis-4294	1	20	;	;	PUNCT
fis-4294	1	21	doi	doi	NOUN
fis-4294	1	22	:	:	PUNCT
fis-4294	1	23	10.3221	10.3221	NUM
fis-4294	1	24	/	/	SYM
fis-4294	1	25	igf	igf	PROPN
fis-4294	1	26	-	-	ADJ
fis-4294	1	27	esis.66.17	esis.66.17	PROPN
fis-4294	1	28	273	273	NUM
fis-4294	1	29	behavior	behavior	NOUN
fis-4294	1	30	of	of	ADP
fis-4294	1	31	a	a	DET
fis-4294	1	32	multi	multi	ADJ
fis-4294	1	33	-	-	ADJ
fis-4294	1	34	story	story	ADJ
fis-4294	1	35	steel	steel	NOUN
fis-4294	1	36	structure	structure	NOUN
fis-4294	1	37	with	with	ADP
fis-4294	1	38	eccentric	eccentric	ADJ
fis-4294	1	39	x	x	NOUN
fis-4294	1	40	-	-	NOUN
fis-4294	1	41	brace	brace	NOUN
fis-4294	1	42	abdulkhalik	abdulkhalik	PROPN
fis-4294	1	43	j.	j.	PROPN
fis-4294	1	44	abdulridha	abdulridha	PROPN
fis-4294	1	45	department	department	PROPN
fis-4294	1	46	of	of	ADP
fis-4294	1	47	civil	civil	ADJ
fis-4294	1	48	engineering	engineering	NOUN
fis-4294	1	49	,	,	PUNCT
fis-4294	1	50	college	college	NOUN
fis-4294	1	51	of	of	ADP
fis-4294	1	52	engineering	engineering	PROPN
fis-4294	1	53	,	,	PUNCT
fis-4294	1	54	al	al	PROPN
fis-4294	1	55	-	-	PUNCT
fis-4294	1	56	nahrain	nahrain	PROPN
fis-4294	1	57	university	university	NOUN
fis-4294	1	58	,	,	PUNCT
fis-4294	1	59	jadriya	jadriya	PROPN
fis-4294	1	60	,	,	PUNCT
fis-4294	1	61	baghdad	baghdad	PROPN
fis-4294	1	62	,	,	PUNCT
fis-4294	1	63	iraq	iraq	PROPN
fis-4294	1	64	abdulkhalik.j.abdulridha@nahrainuniv.edu.iq	abdulkhalik.j.abdulridha@nahrainuniv.edu.iq	NOUN
fis-4294	1	65	,	,	PUNCT
fis-4294	1	66	https://orcid.org/0000-0001-6403-2325	https://orcid.org/0000-0001-6403-2325	PROPN
fis-4294	1	67	abstract	abstract	NOUN
fis-4294	1	68	.	.	PUNCT
fis-4294	2	1	eccentrically	eccentrically	ADV
fis-4294	2	2	braced	brace	VERB
fis-4294	2	3	frames	frame	NOUN
fis-4294	2	4	(	(	PUNCT
fis-4294	2	5	ebfs	ebfs	NOUN
fis-4294	2	6	)	)	PUNCT
fis-4294	2	7	outperform	outperform	NOUN
fis-4294	2	8	momentresisting	momentresisting	NOUN
fis-4294	2	9	frames	frame	NOUN
fis-4294	2	10	in	in	ADP
fis-4294	2	11	seismically	seismically	ADV
fis-4294	2	12	active	active	ADJ
fis-4294	2	13	regions	region	NOUN
fis-4294	2	14	because	because	SCONJ
fis-4294	2	15	of	of	ADP
fis-4294	2	16	their	their	PRON
fis-4294	2	17	strength	strength	NOUN
fis-4294	2	18	,	,	PUNCT
fis-4294	2	19	stiffness	stiffness	NOUN
fis-4294	2	20	,	,	PUNCT
fis-4294	2	21	energy	energy	NOUN
fis-4294	2	22	dissipation	dissipation	NOUN
fis-4294	2	23	,	,	PUNCT
fis-4294	2	24	and	and	CCONJ
fis-4294	2	25	ductility	ductility	NOUN
fis-4294	2	26	.	.	PUNCT
fis-4294	3	1	conventional	conventional	ADJ
fis-4294	3	2	bracing	bracing	NOUN
fis-4294	3	3	systems	system	NOUN
fis-4294	3	4	,	,	PUNCT
fis-4294	3	5	such	such	ADJ
fis-4294	3	6	as	as	ADP
fis-4294	3	7	x	x	PROPN
fis-4294	3	8	,	,	PUNCT
fis-4294	3	9	y	y	PROPN
fis-4294	3	10	,	,	PUNCT
fis-4294	3	11	v	v	NOUN
fis-4294	3	12	,	,	PUNCT
fis-4294	3	13	or	or	CCONJ
fis-4294	3	14	k	k	PROPN
fis-4294	3	15	types	type	NOUN
fis-4294	3	16	,	,	PUNCT
fis-4294	3	17	are	be	AUX
fis-4294	3	18	utilized	utilize	VERB
fis-4294	3	19	to	to	PART
fis-4294	3	20	enhance	enhance	VERB
fis-4294	3	21	structural	structural	ADJ
fis-4294	3	22	integrity	integrity	NOUN
fis-4294	3	23	.	.	PUNCT
fis-4294	4	1	this	this	DET
fis-4294	4	2	study	study	NOUN
fis-4294	4	3	employs	employ	VERB
fis-4294	4	4	computational	computational	ADJ
fis-4294	4	5	modelling	modelling	NOUN
fis-4294	4	6	to	to	PART
fis-4294	4	7	analyze	analyze	VERB
fis-4294	4	8	multi	multi	ADJ
fis-4294	4	9	-	-	ADJ
fis-4294	4	10	story	story	ADJ
fis-4294	4	11	steel	steel	NOUN
fis-4294	4	12	buildings	building	NOUN
fis-4294	4	13	featuring	feature	VERB
fis-4294	4	14	an	an	DET
fis-4294	4	15	eccentric	eccentric	ADJ
fis-4294	4	16	x	x	NOUN
fis-4294	4	17	-	-	NOUN
fis-4294	4	18	brace	brace	NOUN
fis-4294	4	19	system	system	NOUN
fis-4294	4	20	.	.	PUNCT
fis-4294	5	1	in	in	ADP
fis-4294	5	2	this	this	DET
fis-4294	5	3	investigation	investigation	NOUN
fis-4294	5	4	,	,	PUNCT
fis-4294	5	5	120	120	NUM
fis-4294	5	6	multi	multi	ADJ
fis-4294	5	7	-	-	ADJ
fis-4294	5	8	story	story	ADJ
fis-4294	5	9	steel	steel	NOUN
fis-4294	5	10	frame	frame	NOUN
fis-4294	5	11	buildings	building	NOUN
fis-4294	5	12	were	be	AUX
fis-4294	5	13	selected	select	VERB
fis-4294	5	14	.	.	PUNCT
fis-4294	6	1	these	these	DET
fis-4294	6	2	multi	multi	ADJ
fis-4294	6	3	-	-	ADJ
fis-4294	6	4	story	story	ADJ
fis-4294	6	5	structures	structure	NOUN
fis-4294	6	6	comprise	comprise	VERB
fis-4294	6	7	six	six	NUM
fis-4294	6	8	,	,	PUNCT
fis-4294	6	9	nine-	nine-	NUM
fis-4294	6	10	,	,	PUNCT
fis-4294	6	11	and	and	CCONJ
fis-4294	6	12	twelve	twelve	NUM
fis-4294	6	13	-	-	PUNCT
fis-4294	6	14	story	story	NOUN
fis-4294	6	15	geometries	geometry	NOUN
fis-4294	6	16	.	.	PUNCT
fis-4294	7	1	etabs	etab	NOUN
fis-4294	7	2	built	build	VERB
fis-4294	7	3	a	a	DET
fis-4294	7	4	full	full	ADJ
fis-4294	7	5	-	-	PUNCT
fis-4294	7	6	scale	scale	NOUN
fis-4294	7	7	fe	fe	NOUN
fis-4294	7	8	model	model	NOUN
fis-4294	7	9	of	of	ADP
fis-4294	7	10	multi	multi	ADJ
fis-4294	7	11	-	-	ADJ
fis-4294	7	12	story	story	ADJ
fis-4294	7	13	structures	structure	NOUN
fis-4294	7	14	.	.	PUNCT
fis-4294	8	1	the	the	DET
fis-4294	8	2	study	study	NOUN
fis-4294	8	3	's	's	PART
fis-4294	8	4	parametric	parametric	ADJ
fis-4294	8	5	variables	variable	NOUN
fis-4294	8	6	are	be	AUX
fis-4294	8	7	the	the	DET
fis-4294	8	8	x	x	NOUN
fis-4294	8	9	-	-	NOUN
fis-4294	8	10	brace	brace	NOUN
fis-4294	8	11	eccentricity	eccentricity	NOUN
fis-4294	8	12	,	,	PUNCT
fis-4294	8	13	steel	steel	NOUN
fis-4294	8	14	x	x	NOUN
fis-4294	8	15	-	-	NOUN
fis-4294	8	16	brace	brace	NOUN
fis-4294	8	17	section	section	NOUN
fis-4294	8	18	size	size	NOUN
fis-4294	8	19	,	,	PUNCT
fis-4294	8	20	and	and	CCONJ
fis-4294	8	21	x	x	X
fis-4294	8	22	-	-	ADJ
fis-4294	8	23	braced	braced	ADJ
fis-4294	8	24	placement	placement	NOUN
fis-4294	8	25	.	.	PUNCT
fis-4294	9	1	steel	steel	NOUN
fis-4294	9	2	xbraces	xbrace	NOUN
fis-4294	9	3	may	may	AUX
fis-4294	9	4	have	have	VERB
fis-4294	9	5	an	an	DET
fis-4294	9	6	eccentricity	eccentricity	NOUN
fis-4294	9	7	of	of	ADP
fis-4294	9	8	500	500	NUM
fis-4294	9	9	,	,	PUNCT
fis-4294	9	10	1000	1000	NUM
fis-4294	9	11	,	,	PUNCT
fis-4294	9	12	or	or	CCONJ
fis-4294	9	13	1500	1500	NUM
fis-4294	9	14	millimeters	millimeter	NOUN
fis-4294	9	15	.	.	PUNCT
fis-4294	10	1	the	the	DET
fis-4294	10	2	etabs	etab	NOUN
fis-4294	10	3	model	model	NOUN
fis-4294	10	4	was	be	AUX
fis-4294	10	5	validated	validate	VERB
fis-4294	10	6	when	when	SCONJ
fis-4294	10	7	its	its	PRON
fis-4294	10	8	findings	finding	NOUN
fis-4294	10	9	matched	match	VERB
fis-4294	10	10	experimental	experimental	ADJ
fis-4294	10	11	data	datum	NOUN
fis-4294	10	12	.	.	PUNCT
fis-4294	11	1	according	accord	VERB
fis-4294	11	2	to	to	ADP
fis-4294	11	3	the	the	DET
fis-4294	11	4	data	datum	NOUN
fis-4294	11	5	,	,	PUNCT
fis-4294	11	6	the	the	DET
fis-4294	11	7	eccentric	eccentric	ADJ
fis-4294	11	8	x	x	NOUN
fis-4294	11	9	-	-	NOUN
fis-4294	11	10	brace	brace	NOUN
fis-4294	11	11	increases	increase	VERB
fis-4294	11	12	top	top	ADJ
fis-4294	11	13	-	-	PUNCT
fis-4294	11	14	story	story	NOUN
fis-4294	11	15	displacement	displacement	NOUN
fis-4294	11	16	more	more	ADV
fis-4294	11	17	for	for	ADP
fis-4294	11	18	6	6	NUM
fis-4294	11	19	-	-	PUNCT
fis-4294	11	20	story	story	NOUN
fis-4294	11	21	multi	multi	ADJ
fis-4294	11	22	-	-	ADJ
fis-4294	11	23	story	story	ADJ
fis-4294	11	24	structures	structure	NOUN
fis-4294	11	25	than	than	ADP
fis-4294	11	26	for	for	ADP
fis-4294	11	27	9and	9and	PROPN
fis-4294	11	28	12	12	NUM
fis-4294	11	29	-	-	PUNCT
fis-4294	11	30	story	story	NOUN
fis-4294	11	31	ones	one	NOUN
fis-4294	11	32	.	.	PUNCT
fis-4294	12	1	eccentric	eccentric	ADJ
fis-4294	12	2	xbraces	xbrace	NOUN
fis-4294	12	3	reduced	reduce	VERB
fis-4294	12	4	lateral	lateral	ADJ
fis-4294	12	5	stiffness	stiffness	NOUN
fis-4294	12	6	,	,	PUNCT
fis-4294	12	7	allowing	allow	VERB
fis-4294	12	8	more	more	ADV
fis-4294	12	9	significant	significant	ADJ
fis-4294	12	10	floor	floor	NOUN
fis-4294	12	11	movement	movement	NOUN
fis-4294	12	12	.	.	PUNCT
fis-4294	13	1	eccentric	eccentric	ADJ
fis-4294	13	2	and	and	CCONJ
fis-4294	13	3	diagonal	diagonal	ADJ
fis-4294	13	4	braces	brace	NOUN
fis-4294	13	5	offer	offer	VERB
fis-4294	13	6	less	less	ADV
fis-4294	13	7	lateral	lateral	ADJ
fis-4294	13	8	rigidity	rigidity	NOUN
fis-4294	13	9	than	than	ADP
fis-4294	13	10	concentrically	concentrically	ADV
fis-4294	13	11	braced	brace	VERB
fis-4294	13	12	frames	frame	NOUN
fis-4294	13	13	due	due	ADP
fis-4294	13	14	to	to	ADP
fis-4294	13	15	their	their	PRON
fis-4294	13	16	flexibility	flexibility	NOUN
fis-4294	13	17	.	.	PUNCT
fis-4294	14	1	eccentricity	eccentricity	NOUN
fis-4294	14	2	reduces	reduce	VERB
fis-4294	14	3	stiffness	stiffness	NOUN
fis-4294	14	4	,	,	PUNCT
fis-4294	14	5	even	even	ADV
fis-4294	14	6	if	if	SCONJ
fis-4294	14	7	the	the	DET
fis-4294	14	8	x	x	ADJ
fis-4294	14	9	-	-	ADJ
fis-4294	14	10	braced	braced	ADJ
fis-4294	14	11	component	component	NOUN
fis-4294	14	12	has	have	VERB
fis-4294	14	13	a	a	DET
fis-4294	14	14	larger	large	ADJ
fis-4294	14	15	cross	cross	NOUN
fis-4294	14	16	-	-	NOUN
fis-4294	14	17	section	section	NOUN
fis-4294	14	18	.	.	PUNCT
fis-4294	15	1	ebfs	ebfs	PROPN
fis-4294	15	2	may	may	AUX
fis-4294	15	3	migrate	migrate	VERB
fis-4294	15	4	horizontally	horizontally	ADV
fis-4294	15	5	.	.	PUNCT
fis-4294	16	1	since	since	SCONJ
fis-4294	16	2	the	the	DET
fis-4294	16	3	ebf	ebf	NOUN
fis-4294	16	4	absorbs	absorb	VERB
fis-4294	16	5	more	more	ADJ
fis-4294	16	6	energy	energy	NOUN
fis-4294	16	7	,	,	PUNCT
fis-4294	16	8	changing	change	VERB
fis-4294	16	9	the	the	DET
fis-4294	16	10	x	x	ADJ
fis-4294	16	11	-	-	NOUN
fis-4294	16	12	brace	brace	NOUN
fis-4294	16	13	section	section	NOUN
fis-4294	16	14	size	size	NOUN
fis-4294	16	15	and	and	CCONJ
fis-4294	16	16	eccentricity	eccentricity	NOUN
fis-4294	16	17	affects	affect	VERB
fis-4294	16	18	its	its	PRON
fis-4294	16	19	ductility	ductility	NOUN
fis-4294	16	20	.	.	PUNCT
fis-4294	17	1	keywords	keyword	NOUN
fis-4294	17	2	.	.	PUNCT
fis-4294	18	1	eccentrically	eccentrically	ADV
fis-4294	18	2	braced	brace	VERB
fis-4294	18	3	frames	frame	NOUN
fis-4294	18	4	,	,	PUNCT
fis-4294	18	5	ebfs	ebfs	PROPN
fis-4294	18	6	,	,	PUNCT
fis-4294	18	7	numerical	numerical	ADJ
fis-4294	18	8	analysis	analysis	NOUN
fis-4294	18	9	,	,	PUNCT
fis-4294	18	10	seismic	seismic	ADJ
fis-4294	18	11	load	load	NOUN
fis-4294	18	12	,	,	PUNCT
fis-4294	18	13	eccentric	eccentric	ADJ
fis-4294	18	14	x	x	NOUN
fis-4294	18	15	-	-	NOUN
fis-4294	18	16	braces	brace	NOUN
fis-4294	18	17	,	,	PUNCT
fis-4294	18	18	etabs	etab	NOUN
fis-4294	18	19	.	.	PUNCT
fis-4294	19	1	citation	citation	NOUN
fis-4294	19	2	:	:	PUNCT
fis-4294	20	1	abdulridha	abdulridha	PROPN
fis-4294	20	2	,	,	PUNCT
fis-4294	20	3	a.	a.	PROPN
fis-4294	20	4	j.	j.	PROPN
fis-4294	20	5	,	,	PUNCT
fis-4294	20	6	behavior	behavior	NOUN
fis-4294	20	7	of	of	ADP
fis-4294	20	8	a	a	DET
fis-4294	20	9	multi	multi	ADJ
fis-4294	20	10	-	-	ADJ
fis-4294	20	11	story	story	ADJ
fis-4294	20	12	steel	steel	NOUN
fis-4294	20	13	structure	structure	NOUN
fis-4294	20	14	with	with	ADP
fis-4294	20	15	eccentric	eccentric	ADJ
fis-4294	20	16	xbrace	xbrace	NOUN
fis-4294	20	17	,	,	PUNCT
fis-4294	20	18	frattura	frattura	PROPN
fis-4294	20	19	ed	ed	PROPN
fis-4294	20	20	integrità	integrità	PROPN
fis-4294	20	21	strutturale	strutturale	PROPN
fis-4294	20	22	,	,	PUNCT
fis-4294	20	23	66	66	NUM
fis-4294	20	24	(	(	PUNCT
fis-4294	20	25	2023	2023	NUM
fis-4294	20	26	)	)	PUNCT
fis-4294	20	27	273	273	NUM
fis-4294	20	28	-	-	SYM
fis-4294	20	29	296	296	NUM
fis-4294	20	30	.	.	PUNCT
fis-4294	20	31	received	receive	VERB
fis-4294	20	32	:	:	PUNCT
fis-4294	20	33	14.05.2023	14.05.2023	NUM
fis-4294	20	34	accepted	accept	VERB
fis-4294	20	35	:	:	PUNCT
fis-4294	20	36	29.08.2023	29.08.2023	NUM
fis-4294	20	37	online	online	ADV
fis-4294	20	38	first	first	ADV
fis-4294	20	39	:	:	PUNCT
fis-4294	20	40	01.09.2023	01.09.2023	NUM
fis-4294	20	41	published	publish	VERB
fis-4294	20	42	:	:	PUNCT
fis-4294	20	43	01.10.2023	01.10.2023	NUM
fis-4294	20	44	copyright	copyright	NOUN
fis-4294	20	45	:	:	PUNCT
fis-4294	20	46	©	©	PROPN
fis-4294	20	47	2023	2023	NUM
fis-4294	20	48	this	this	PRON
fis-4294	20	49	is	be	AUX
fis-4294	20	50	an	an	DET
fis-4294	20	51	open	open	ADJ
fis-4294	20	52	access	access	NOUN
fis-4294	20	53	article	article	NOUN
fis-4294	20	54	under	under	ADP
fis-4294	20	55	the	the	DET
fis-4294	20	56	terms	term	NOUN
fis-4294	20	57	of	of	ADP
fis-4294	20	58	the	the	DET
fis-4294	20	59	cc	cc	NOUN
fis-4294	20	60	-	-	PUNCT
fis-4294	20	61	by	by	ADP
fis-4294	20	62	4.0	4.0	NUM
fis-4294	20	63	,	,	PUNCT
fis-4294	20	64	which	which	PRON
fis-4294	20	65	permits	permit	VERB
fis-4294	20	66	unrestricted	unrestricted	ADJ
fis-4294	20	67	use	use	NOUN
fis-4294	20	68	,	,	PUNCT
fis-4294	20	69	distribution	distribution	NOUN
fis-4294	20	70	,	,	PUNCT
fis-4294	20	71	and	and	CCONJ
fis-4294	20	72	reproduction	reproduction	NOUN
fis-4294	20	73	in	in	ADP
fis-4294	20	74	any	any	DET
fis-4294	20	75	medium	medium	NOUN
fis-4294	20	76	,	,	PUNCT
fis-4294	20	77	provided	provide	VERB
fis-4294	20	78	the	the	DET
fis-4294	20	79	original	original	ADJ
fis-4294	20	80	author	author	NOUN
fis-4294	20	81	and	and	CCONJ
fis-4294	20	82	source	source	NOUN
fis-4294	20	83	are	be	AUX
fis-4294	20	84	credited	credit	VERB
fis-4294	20	85	.	.	PUNCT
fis-4294	21	1	introduction	introduction	NOUN
fis-4294	21	2	teel	teel	PROPN
fis-4294	21	3	braced	braced	PROPN
fis-4294	21	4	frames	frame	NOUN
fis-4294	21	5	(	(	PUNCT
fis-4294	21	6	bfs	bfs	NOUN
fis-4294	21	7	)	)	PUNCT
fis-4294	21	8	are	be	AUX
fis-4294	21	9	commonly	commonly	ADV
fis-4294	21	10	employed	employ	VERB
fis-4294	21	11	to	to	PART
fis-4294	21	12	provide	provide	VERB
fis-4294	21	13	rigidity	rigidity	NOUN
fis-4294	21	14	and	and	CCONJ
fis-4294	21	15	strength	strength	NOUN
fis-4294	21	16	when	when	SCONJ
fis-4294	21	17	subjected	subject	VERB
fis-4294	21	18	to	to	ADP
fis-4294	21	19	lateral	lateral	ADJ
fis-4294	21	20	loading	loading	NOUN
fis-4294	21	21	.	.	PUNCT
fis-4294	22	1	during	during	ADP
fis-4294	22	2	a	a	DET
fis-4294	22	3	seismic	seismic	ADJ
fis-4294	22	4	event	event	NOUN
fis-4294	22	5	,	,	PUNCT
fis-4294	22	6	the	the	DET
fis-4294	22	7	steel	steel	NOUN
fis-4294	22	8	-	-	PUNCT
fis-4294	22	9	braced	brace	VERB
fis-4294	22	10	frames	frame	NOUN
fis-4294	22	11	added	add	VERB
fis-4294	22	12	to	to	ADP
fis-4294	22	13	the	the	DET
fis-4294	22	14	structure	structure	NOUN
fis-4294	22	15	dissipate	dissipate	VERB
fis-4294	22	16	energy	energy	NOUN
fis-4294	22	17	.	.	PUNCT
fis-4294	23	1	these	these	DET
fis-4294	23	2	frameworks	framework	NOUN
fis-4294	23	3	deform	deform	VERB
fis-4294	23	4	plastically	plastically	ADV
fis-4294	23	5	under	under	ADP
fis-4294	23	6	tension	tension	NOUN
fis-4294	23	7	and	and	CCONJ
fis-4294	23	8	collapse	collapse	VERB
fis-4294	23	9	under	under	ADP
fis-4294	23	10	compression	compression	NOUN
fis-4294	23	11	,	,	PUNCT
fis-4294	23	12	whereas	whereas	SCONJ
fis-4294	23	13	beams	beam	NOUN
fis-4294	23	14	and	and	CCONJ
fis-4294	23	15	columns	column	NOUN
fis-4294	23	16	are	be	AUX
fis-4294	23	17	intended	intend	VERB
fis-4294	23	18	to	to	PART
fis-4294	23	19	remain	remain	VERB
fis-4294	23	20	in	in	ADP
fis-4294	23	21	the	the	DET
fis-4294	23	22	elastic	elastic	ADJ
fis-4294	23	23	zone	zone	NOUN
fis-4294	23	24	[	[	X
fis-4294	23	25	1–4	1–4	NOUN
fis-4294	23	26	]	]	X
fis-4294	23	27	.	.	PUNCT
fis-4294	24	1	eccentrically	eccentrically	ADV
fis-4294	24	2	braced	brace	VERB
fis-4294	24	3	frames	frame	NOUN
fis-4294	24	4	are	be	AUX
fis-4294	24	5	a	a	DET
fis-4294	24	6	modern	modern	ADJ
fis-4294	24	7	lateral	lateral	ADJ
fis-4294	24	8	force	force	NOUN
fis-4294	24	9	-	-	PUNCT
fis-4294	24	10	resisting	resist	VERB
fis-4294	24	11	system	system	NOUN
fis-4294	24	12	designed	design	VERB
fis-4294	24	13	to	to	PART
fis-4294	24	14	effectively	effectively	ADV
fis-4294	24	15	and	and	CCONJ
fis-4294	24	16	predictably	predictably	ADV
fis-4294	24	17	sustain	sustain	VERB
fis-4294	24	18	seismic	seismic	ADJ
fis-4294	24	19	events	event	NOUN
fis-4294	24	20	.	.	PUNCT
fis-4294	25	1	as	as	SCONJ
fis-4294	25	2	shown	show	VERB
fis-4294	25	3	in	in	ADP
fis-4294	25	4	fig	fig	NOUN
fis-4294	25	5	.	.	PUNCT
fis-4294	26	1	1	1	NUM
fis-4294	26	2	,	,	PUNCT
fis-4294	26	3	eccentric	eccentric	ADJ
fis-4294	26	4	bracing	brace	VERB
fis-4294	26	5	employs	employ	NOUN
fis-4294	26	6	braces	brace	NOUN
fis-4294	26	7	that	that	PRON
fis-4294	26	8	are	be	AUX
fis-4294	26	9	not	not	PART
fis-4294	26	10	perpendicular	perpendicular	ADJ
fis-4294	26	11	to	to	ADP
fis-4294	26	12	the	the	DET
fis-4294	26	13	columns	column	NOUN
fis-4294	26	14	or	or	CCONJ
fis-4294	26	15	do	do	AUX
fis-4294	26	16	not	not	PART
fis-4294	26	17	meet	meet	VERB
fis-4294	26	18	the	the	DET
fis-4294	26	19	floor	floor	NOUN
fis-4294	26	20	beams	beam	NOUN
fis-4294	26	21	.	.	PUNCT
fis-4294	27	1	buildings	building	NOUN
fis-4294	27	2	equipped	equip	VERB
fis-4294	27	3	with	with	ADP
fis-4294	27	4	comprehensive	comprehensive	ADJ
fis-4294	27	5	and	and	CCONJ
fis-4294	27	6	well	well	ADV
fis-4294	27	7	-	-	PUNCT
fis-4294	27	8	designed	design	VERB
fis-4294	27	9	ebfs	ebfs	NOUN
fis-4294	27	10	that	that	PRON
fis-4294	27	11	are	be	AUX
fis-4294	27	12	earthquake	earthquake	NOUN
fis-4294	27	13	-	-	PUNCT
fis-4294	27	14	resistant	resistant	ADJ
fis-4294	27	15	exhibit	exhibit	NOUN
fis-4294	27	16	ductile	ductile	NOUN
fis-4294	27	17	behavior	behavior	NOUN
fis-4294	27	18	.	.	PUNCT
fis-4294	28	1	the	the	DET
fis-4294	28	2	shear	shear	NOUN
fis-4294	28	3	or	or	CCONJ
fis-4294	28	4	flexural	flexural	ADJ
fis-4294	28	5	yielding	yielding	NOUN
fis-4294	28	6	of	of	ADP
fis-4294	28	7	a	a	DET
fis-4294	28	8	connecting	connect	VERB
fis-4294	28	9	element	element	NOUN
fis-4294	28	10	provides	provide	VERB
fis-4294	28	11	evidence	evidence	NOUN
fis-4294	28	12	of	of	ADP
fis-4294	28	13	s	s	NOUN
fis-4294	28	14	https://youtu.be/d_oelsrs1fi	https://youtu.be/d_oelsrs1fi	PROPN
fis-4294	28	15	a.	a.	NOUN
fis-4294	28	16	j.	j.	PROPN
fis-4294	28	17	abdulridha	abdulridha	PROPN
fis-4294	28	18	,	,	PUNCT
fis-4294	28	19	frattura	frattura	PROPN
fis-4294	28	20	ed	ed	PROPN
fis-4294	28	21	integrità	integrità	PROPN
fis-4294	28	22	strutturale	strutturale	PROPN
fis-4294	28	23	,	,	PUNCT
fis-4294	28	24	66	66	NUM
fis-4294	28	25	(	(	PUNCT
fis-4294	28	26	2023	2023	NUM
fis-4294	28	27	)	)	PUNCT
fis-4294	28	28	273	273	NUM
fis-4294	28	29	-	-	SYM
fis-4294	28	30	296	296	NUM
fis-4294	28	31	;	;	PUNCT
fis-4294	28	32	doi	doi	NOUN
fis-4294	28	33	:	:	PUNCT
fis-4294	28	34	10.3221	10.3221	NUM
fis-4294	28	35	/	/	SYM
fis-4294	28	36	igf	igf	PROPN
fis-4294	28	37	-	-	NOUN
fis-4294	28	38	esis.66.17	esis.66.17	PROPN
fis-4294	28	39	274	274	NUM
fis-4294	28	40	this	this	PRON
fis-4294	28	41	.	.	PUNCT
fis-4294	29	1	the	the	DET
fis-4294	29	2	brace	brace	NOUN
fis-4294	29	3	's	's	PART
fis-4294	29	4	eccentricity	eccentricity	NOUN
fis-4294	29	5	relative	relative	NOUN
fis-4294	29	6	to	to	ADP
fis-4294	29	7	the	the	DET
fis-4294	29	8	beam	beam	NOUN
fis-4294	29	9	's	's	PART
fis-4294	29	10	midpoint	midpoint	NOUN
fis-4294	29	11	or	or	CCONJ
fis-4294	29	12	columns	column	NOUN
fis-4294	29	13	'	'	PART
fis-4294	29	14	centerlines	centerline	NOUN
fis-4294	29	15	may	may	AUX
fis-4294	29	16	link	link	VERB
fis-4294	29	17	them	they	PRON
fis-4294	29	18	.	.	PUNCT
fis-4294	30	1	comprehensive	comprehensive	ADJ
fis-4294	30	2	and	and	CCONJ
fis-4294	30	3	balanced	balanced	ADJ
fis-4294	30	4	hysteresis	hysteresis	NOUN
fis-4294	30	5	loops	loop	NOUN
fis-4294	30	6	result	result	VERB
fis-4294	30	7	from	from	ADP
fis-4294	30	8	ductile	ductile	NOUN
fis-4294	30	9	yielding	yielding	NOUN
fis-4294	30	10	,	,	PUNCT
fis-4294	30	11	which	which	PRON
fis-4294	30	12	indicates	indicate	VERB
fis-4294	30	13	exceptional	exceptional	ADJ
fis-4294	30	14	energy	energy	NOUN
fis-4294	30	15	dissipation	dissipation	NOUN
fis-4294	30	16	.	.	PUNCT
fis-4294	31	1	this	this	DET
fis-4294	31	2	quality	quality	NOUN
fis-4294	31	3	is	be	AUX
fis-4294	31	4	essential	essential	ADJ
fis-4294	31	5	for	for	ADP
fis-4294	31	6	resisting	resist	VERB
fis-4294	31	7	intense	intense	ADJ
fis-4294	31	8	seismic	seismic	ADJ
fis-4294	31	9	activity	activity	NOUN
fis-4294	31	10	.	.	PUNCT
fis-4294	32	1	during	during	ADP
fis-4294	32	2	seismic	seismic	ADJ
fis-4294	32	3	activity	activity	NOUN
fis-4294	32	4	,	,	PUNCT
fis-4294	32	5	horizontal	horizontal	ADJ
fis-4294	32	6	forces	force	NOUN
fis-4294	32	7	are	be	AUX
fis-4294	32	8	induced	induce	VERB
fis-4294	32	9	at	at	ADP
fis-4294	32	10	the	the	DET
fis-4294	32	11	level	level	NOUN
fis-4294	32	12	of	of	ADP
fis-4294	32	13	a	a	DET
fis-4294	32	14	structure	structure	NOUN
fis-4294	32	15	's	's	PART
fis-4294	32	16	foundation	foundation	NOUN
fis-4294	32	17	,	,	PUNCT
fis-4294	32	18	which	which	PRON
fis-4294	32	19	can	can	AUX
fis-4294	32	20	contribute	contribute	VERB
fis-4294	32	21	to	to	ADP
fis-4294	32	22	vibration	vibration	NOUN
fis-4294	32	23	issues	issue	NOUN
fis-4294	32	24	.	.	PUNCT
fis-4294	33	1	if	if	SCONJ
fis-4294	33	2	the	the	DET
fis-4294	33	3	frequency	frequency	NOUN
fis-4294	33	4	of	of	ADP
fis-4294	33	5	this	this	DET
fis-4294	33	6	excitation	excitation	NOUN
fis-4294	33	7	is	be	AUX
fis-4294	33	8	comparable	comparable	ADJ
fis-4294	33	9	to	to	ADP
fis-4294	33	10	the	the	DET
fis-4294	33	11	structure	structure	NOUN
fis-4294	33	12	's	's	PART
fis-4294	33	13	inherent	inherent	ADJ
fis-4294	33	14	frequency	frequency	NOUN
fis-4294	33	15	,	,	PUNCT
fis-4294	33	16	the	the	DET
fis-4294	33	17	vibrations	vibration	NOUN
fis-4294	33	18	can	can	AUX
fis-4294	33	19	become	become	VERB
fis-4294	33	20	quite	quite	ADV
fis-4294	33	21	powerful	powerful	ADJ
fis-4294	33	22	and	and	CCONJ
fis-4294	33	23	result	result	VERB
fis-4294	33	24	in	in	ADP
fis-4294	33	25	resonance	resonance	NOUN
fis-4294	33	26	.	.	PUNCT
fis-4294	34	1	so	so	ADV
fis-4294	34	2	,	,	PUNCT
fis-4294	34	3	this	this	PRON
fis-4294	34	4	can	can	AUX
fis-4294	34	5	result	result	VERB
fis-4294	34	6	in	in	ADP
fis-4294	34	7	significant	significant	ADJ
fis-4294	34	8	displacement	displacement	NOUN
fis-4294	34	9	of	of	ADP
fis-4294	34	10	the	the	DET
fis-4294	34	11	structure	structure	NOUN
fis-4294	34	12	and	and	CCONJ
fis-4294	34	13	even	even	ADV
fis-4294	34	14	its	its	PRON
fis-4294	34	15	collapse	collapse	NOUN
fis-4294	34	16	.	.	PUNCT
fis-4294	35	1	[	[	X
fis-4294	35	2	5–7	5–7	X
fis-4294	35	3	]	]	X
fis-4294	35	4	figure	figure	NOUN
fis-4294	35	5	1	1	NUM
fis-4294	35	6	:	:	PUNCT
fis-4294	35	7	alternative	alternative	ADJ
fis-4294	35	8	bracing	brace	VERB
fis-4294	35	9	configurations	configuration	NOUN
fis-4294	35	10	for	for	ADP
fis-4294	35	11	ebfs	ebfs	NOUN
fis-4294	35	12	[	[	X
fis-4294	35	13	5	5	NUM
fis-4294	35	14	]	]	PUNCT
fis-4294	35	15	.	.	PUNCT
fis-4294	36	1	stratan	stratan	PROPN
fis-4294	36	2	et	et	PROPN
fis-4294	36	3	al	al	PROPN
fis-4294	36	4	.	.	PUNCT
fis-4294	37	1	[	[	X
fis-4294	37	2	8	8	NUM
fis-4294	37	3	]	]	PUNCT
fis-4294	37	4	conducted	conduct	VERB
fis-4294	37	5	a	a	DET
fis-4294	37	6	cycle	cycle	NOUN
fis-4294	37	7	test	test	NOUN
fis-4294	37	8	on	on	ADP
fis-4294	37	9	an	an	DET
fis-4294	37	10	eccentric	eccentric	ADJ
fis-4294	37	11	brace	brace	NOUN
fis-4294	37	12	using	use	VERB
fis-4294	37	13	four	four	NUM
fis-4294	37	14	different	different	ADJ
fis-4294	37	15	link	link	NOUN
fis-4294	37	16	lengths	length	NOUN
fis-4294	37	17	(	(	PUNCT
fis-4294	37	18	e	e	X
fis-4294	37	19	=	=	SYM
fis-4294	37	20	400	400	NUM
fis-4294	37	21	,	,	PUNCT
fis-4294	37	22	500	500	NUM
fis-4294	37	23	,	,	PUNCT
fis-4294	37	24	600	600	NUM
fis-4294	37	25	,	,	PUNCT
fis-4294	37	26	and	and	CCONJ
fis-4294	37	27	700	700	NUM
fis-4294	37	28	mm	mm	NOUN
fis-4294	37	29	)	)	PUNCT
fis-4294	37	30	.	.	PUNCT
fis-4294	38	1	their	their	PRON
fis-4294	38	2	findings	finding	NOUN
fis-4294	38	3	show	show	VERB
fis-4294	38	4	that	that	SCONJ
fis-4294	38	5	the	the	DET
fis-4294	38	6	stiffeners	stiffener	NOUN
fis-4294	38	7	'	'	PART
fis-4294	38	8	distance	distance	NOUN
fis-4294	38	9	from	from	ADP
fis-4294	38	10	one	one	NUM
fis-4294	38	11	another	another	DET
fis-4294	38	12	in	in	ADP
fis-4294	38	13	the	the	DET
fis-4294	38	14	joint	joint	NOUN
fis-4294	38	15	significantly	significantly	ADV
fis-4294	38	16	impacts	impact	VERB
fis-4294	38	17	their	their	PRON
fis-4294	38	18	effectiveness	effectiveness	NOUN
fis-4294	38	19	.	.	PUNCT
fis-4294	39	1	short	short	ADJ
fis-4294	39	2	-	-	PUNCT
fis-4294	39	3	range	range	NOUN
fis-4294	39	4	connections	connection	NOUN
fis-4294	39	5	'	'	PART
fis-4294	39	6	speeds	speed	NOUN
fis-4294	39	7	were	be	AUX
fis-4294	39	8	controlled	control	VERB
fis-4294	39	9	via	via	ADP
fis-4294	39	10	web	web	NOUN
fis-4294	39	11	shear	shear	NOUN
fis-4294	39	12	.	.	PUNCT
fis-4294	40	1	as	as	ADP
fis-4294	40	2	a	a	DET
fis-4294	40	3	result	result	NOUN
fis-4294	40	4	of	of	ADP
fis-4294	40	5	the	the	DET
fis-4294	40	6	bolt	bolt	NOUN
fis-4294	40	7	coming	come	VERB
fis-4294	40	8	loose	loose	ADV
fis-4294	40	9	at	at	ADP
fis-4294	40	10	the	the	DET
fis-4294	40	11	shank	shank	NOUN
fis-4294	40	12	,	,	PUNCT
fis-4294	40	13	the	the	DET
fis-4294	40	14	lengthy	lengthy	ADJ
fis-4294	40	15	links	link	NOUN
fis-4294	40	16	would	would	AUX
fis-4294	40	17	have	have	AUX
fis-4294	40	18	been	be	AUX
fis-4294	40	19	more	more	ADV
fis-4294	40	20	fragile	fragile	ADJ
fis-4294	40	21	.	.	PUNCT
fis-4294	41	1	popov	popov	NOUN
fis-4294	41	2	and	and	CCONJ
fis-4294	41	3	engelhardt	engelhardt	VERB
fis-4294	41	4	[	[	X
fis-4294	41	5	5	5	NUM
fis-4294	41	6	]	]	PUNCT
fis-4294	41	7	concluded	conclude	VERB
fis-4294	41	8	that	that	SCONJ
fis-4294	41	9	the	the	DET
fis-4294	41	10	beam	beam	NOUN
fis-4294	41	11	would	would	AUX
fis-4294	41	12	fail	fail	VERB
fis-4294	41	13	if	if	SCONJ
fis-4294	41	14	the	the	DET
fis-4294	41	15	link	link	NOUN
fis-4294	41	16	length	length	NOUN
fis-4294	41	17	to	to	PART
fis-4294	41	18	beam	beam	VERB
fis-4294	41	19	length	length	NOUN
fis-4294	41	20	ratio	ratio	NOUN
fis-4294	41	21	exceeded	exceed	VERB
fis-4294	41	22	0.5	0.5	NUM
fis-4294	41	23	.	.	PUNCT
fis-4294	42	1	under	under	ADP
fis-4294	42	2	the	the	DET
fis-4294	42	3	current	current	ADJ
fis-4294	42	4	conditions	condition	NOUN
fis-4294	42	5	,	,	PUNCT
fis-4294	42	6	the	the	DET
fis-4294	42	7	benefits	benefit	NOUN
fis-4294	42	8	of	of	ADP
fis-4294	42	9	bracing	brace	VERB
fis-4294	42	10	are	be	AUX
fis-4294	42	11	minimal	minimal	ADJ
fis-4294	42	12	.	.	PUNCT
fis-4294	43	1	however	however	ADV
fis-4294	43	2	,	,	PUNCT
fis-4294	43	3	when	when	SCONJ
fis-4294	43	4	the	the	DET
fis-4294	43	5	link	link	NOUN
fis-4294	43	6	length	length	NOUN
fis-4294	43	7	is	be	AUX
fis-4294	43	8	shortened	shorten	VERB
fis-4294	43	9	,	,	PUNCT
fis-4294	43	10	the	the	DET
fis-4294	43	11	elasticity	elasticity	NOUN
fis-4294	43	12	rises	rise	VERB
fis-4294	43	13	.	.	PUNCT
fis-4294	44	1	complexity	complexity	NOUN
fis-4294	44	2	increases	increase	NOUN
fis-4294	44	3	in	in	ADP
fis-4294	44	4	eccentric	eccentric	ADJ
fis-4294	44	5	bracing	bracing	NOUN
fis-4294	44	6	connections	connection	NOUN
fis-4294	44	7	compared	compare	VERB
fis-4294	44	8	to	to	ADP
fis-4294	44	9	their	their	PRON
fis-4294	44	10	simpler	simple	ADJ
fis-4294	44	11	concentric	concentric	ADJ
fis-4294	44	12	counterparts	counterpart	NOUN
fis-4294	44	13	,	,	PUNCT
fis-4294	44	14	as	as	SCONJ
fis-4294	44	15	seen	see	VERB
fis-4294	44	16	in	in	ADP
fis-4294	44	17	fig	fig	NOUN
fis-4294	44	18	.	.	PUNCT
fis-4294	45	1	2	2	X
fis-4294	45	2	.	.	X
fis-4294	45	3	figure	figure	NOUN
fis-4294	45	4	2	2	NUM
fis-4294	45	5	:	:	PUNCT
fis-4294	45	6	typical	typical	ADJ
fis-4294	45	7	eccentric	eccentric	ADJ
fis-4294	45	8	construction	construction	NOUN
fis-4294	45	9	bracing	brace	VERB
fis-4294	45	10	connections	connection	NOUN
fis-4294	45	11	[	[	X
fis-4294	45	12	5	5	NUM
fis-4294	45	13	]	]	PUNCT
fis-4294	45	14	.	.	PUNCT
fis-4294	46	1	the	the	DET
fis-4294	46	2	initial	initial	ADJ
fis-4294	46	3	stage	stage	NOUN
fis-4294	46	4	of	of	ADP
fis-4294	46	5	finite	finite	ADJ
fis-4294	46	6	element	element	NOUN
fis-4294	46	7	modeling	modeling	NOUN
fis-4294	46	8	involves	involve	VERB
fis-4294	46	9	creating	create	VERB
fis-4294	46	10	a	a	DET
fis-4294	46	11	geometric	geometric	ADJ
fis-4294	46	12	representation	representation	NOUN
fis-4294	46	13	of	of	ADP
fis-4294	46	14	the	the	DET
fis-4294	46	15	structure	structure	NOUN
fis-4294	46	16	.	.	PUNCT
fis-4294	47	1	each	each	DET
fis-4294	47	2	element	element	NOUN
fis-4294	47	3	's	's	PART
fis-4294	47	4	material	material	NOUN
fis-4294	47	5	behavior	behavior	NOUN
fis-4294	47	6	and	and	CCONJ
fis-4294	47	7	boundary	boundary	ADJ
fis-4294	47	8	conditions	condition	NOUN
fis-4294	47	9	are	be	AUX
fis-4294	47	10	divided	divide	VERB
fis-4294	47	11	into	into	ADP
fis-4294	47	12	smaller	small	ADJ
fis-4294	47	13	forms	form	NOUN
fis-4294	47	14	.	.	PUNCT
fis-4294	48	1	these	these	DET
fis-4294	48	2	smaller	small	ADJ
fis-4294	48	3	forms	form	NOUN
fis-4294	48	4	are	be	AUX
fis-4294	48	5	connected	connect	VERB
fis-4294	48	6	to	to	ADP
fis-4294	48	7	specific	specific	ADJ
fis-4294	48	8	nodes	node	NOUN
fis-4294	48	9	,	,	PUNCT
fis-4294	48	10	forming	form	VERB
fis-4294	48	11	a	a	DET
fis-4294	48	12	mesh	mesh	NOUN
fis-4294	48	13	that	that	PRON
fis-4294	48	14	is	be	AUX
fis-4294	48	15	then	then	ADV
fis-4294	48	16	analyzed	analyze	VERB
fis-4294	49	1	[	[	X
fis-4294	49	2	9–13	9–13	NOUN
fis-4294	49	3	]	]	PUNCT
fis-4294	49	4	.	.	PUNCT
fis-4294	50	1	it	it	PRON
fis-4294	50	2	is	be	AUX
fis-4294	50	3	essential	essential	ADJ
fis-4294	50	4	to	to	PART
fis-4294	50	5	include	include	VERB
fis-4294	50	6	computational	computational	ADJ
fis-4294	50	7	modeling	modeling	NOUN
fis-4294	50	8	of	of	ADP
fis-4294	50	9	the	the	DET
fis-4294	50	10	structure	structure	NOUN
fis-4294	50	11	.	.	PUNCT
fis-4294	51	1	the	the	DET
fis-4294	51	2	fe	fe	PROPN
fis-4294	51	3	model	model	NOUN
fis-4294	51	4	can	can	AUX
fis-4294	51	5	help	help	VERB
fis-4294	51	6	with	with	ADP
fis-4294	51	7	several	several	ADJ
fis-4294	51	8	tasks	task	NOUN
fis-4294	51	9	,	,	PUNCT
fis-4294	51	10	such	such	ADJ
fis-4294	51	11	as	as	ADP
fis-4294	51	12	finding	find	VERB
fis-4294	51	13	the	the	DET
fis-4294	51	14	best	good	ADJ
fis-4294	51	15	place	place	NOUN
fis-4294	51	16	to	to	PART
fis-4294	51	17	put	put	VERB
fis-4294	51	18	sensors	sensor	NOUN
fis-4294	51	19	,	,	PUNCT
fis-4294	51	20	updating	update	VERB
fis-4294	51	21	the	the	DET
fis-4294	51	22	model	model	NOUN
fis-4294	51	23	based	base	VERB
fis-4294	51	24	on	on	ADP
fis-4294	51	25	sensor	sensor	NOUN
fis-4294	51	26	measurements	measurement	NOUN
fis-4294	51	27	or	or	CCONJ
fis-4294	51	28	a	a	DET
fis-4294	51	29	condensed	condensed	ADJ
fis-4294	51	30	model	model	NOUN
fis-4294	51	31	,	,	PUNCT
fis-4294	51	32	measuring	measure	VERB
fis-4294	51	33	and	and	CCONJ
fis-4294	51	34	locating	locate	VERB
fis-4294	51	35	structural	structural	ADJ
fis-4294	51	36	changes	change	NOUN
fis-4294	51	37	(	(	PUNCT
fis-4294	51	38	like	like	INTJ
fis-4294	51	39	damage	damage	NOUN
fis-4294	51	40	)	)	PUNCT
fis-4294	51	41	,	,	PUNCT
fis-4294	51	42	figuring	figure	VERB
fis-4294	51	43	out	out	ADP
fis-4294	51	44	how	how	SCONJ
fis-4294	51	45	reliable	reliable	ADJ
fis-4294	51	46	something	something	PRON
fis-4294	51	47	is	be	AUX
fis-4294	51	48	,	,	PUNCT
fis-4294	51	49	and	and	CCONJ
fis-4294	51	50	predicting	predict	VERB
fis-4294	51	51	how	how	SCONJ
fis-4294	51	52	it	it	PRON
fis-4294	51	53	will	will	AUX
fis-4294	51	54	react	react	VERB
fis-4294	51	55	under	under	ADP
fis-4294	51	56	different	different	ADJ
fis-4294	51	57	simulated	simulated	ADJ
fis-4294	51	58	loading	loading	NOUN
fis-4294	51	59	conditions	condition	NOUN
fis-4294	51	60	.	.	PUNCT
fis-4294	52	1	[	[	X
fis-4294	52	2	14	14	NUM
fis-4294	52	3	-	-	SYM
fis-4294	52	4	21	21	NUM
fis-4294	52	5	]	]	PUNCT
fis-4294	52	6	concentric	concentric	ADJ
fis-4294	52	7	x	x	ADJ
fis-4294	52	8	-	-	ADJ
fis-4294	52	9	braced	braced	ADJ
fis-4294	52	10	steel	steel	NOUN
fis-4294	52	11	frames	frame	NOUN
fis-4294	52	12	are	be	AUX
fis-4294	52	13	popular	popular	ADJ
fis-4294	52	14	due	due	ADP
fis-4294	52	15	to	to	ADP
fis-4294	52	16	their	their	PRON
fis-4294	52	17	ability	ability	NOUN
fis-4294	52	18	to	to	PART
fis-4294	52	19	withstand	withstand	VERB
fis-4294	52	20	earthquakes	earthquake	NOUN
fis-4294	52	21	and	and	CCONJ
fis-4294	52	22	wind	wind	NOUN
fis-4294	52	23	loads	load	NOUN
fis-4294	52	24	.	.	PUNCT
fis-4294	53	1	the	the	DET
fis-4294	53	2	diagonals	diagonal	NOUN
fis-4294	53	3	disperse	disperse	VERB
fis-4294	53	4	seismic	seismic	ADJ
fis-4294	53	5	energy	energy	NOUN
fis-4294	53	6	that	that	PRON
fis-4294	53	7	would	would	AUX
fis-4294	53	8	otherwise	otherwise	ADV
fis-4294	53	9	be	be	AUX
fis-4294	53	10	lost	lose	VERB
fis-4294	53	11	by	by	ADP
fis-4294	53	12	plasticizing	plasticize	VERB
fis-4294	53	13	under	under	ADP
fis-4294	53	14	strain	strain	NOUN
fis-4294	53	15	and	and	CCONJ
fis-4294	53	16	bowing	bow	VERB
fis-4294	53	17	under	under	ADP
fis-4294	53	18	compression	compression	NOUN
fis-4294	53	19	.	.	PUNCT
fis-4294	54	1	for	for	ADP
fis-4294	54	2	instance	instance	NOUN
fis-4294	54	3	,	,	PUNCT
fis-4294	54	4	beams	beam	NOUN
fis-4294	54	5	and	and	CCONJ
fis-4294	54	6	columns	column	NOUN
fis-4294	54	7	are	be	AUX
fis-4294	54	8	frequently	frequently	ADV
fis-4294	54	9	designed	design	VERB
fis-4294	54	10	to	to	PART
fis-4294	54	11	have	have	VERB
fis-4294	54	12	flexibility	flexibility	NOUN
fis-4294	54	13	[	[	X
fis-4294	54	14	22	22	NUM
fis-4294	54	15	,	,	PUNCT
fis-4294	54	16	24	24	NUM
fis-4294	54	17	]	]	PUNCT
fis-4294	54	18	.	.	PUNCT
fis-4294	55	1	according	accord	VERB
fis-4294	55	2	to	to	ADP
fis-4294	55	3	the	the	DET
fis-4294	55	4	american	american	PROPN
fis-4294	55	5	aisc	aisc	PROPN
fis-4294	55	6	341	341	NUM
fis-4294	55	7	-	-	SYM
fis-4294	55	8	16	16	NUM
fis-4294	55	9	[	[	X
fis-4294	55	10	23	23	NUM
fis-4294	55	11	]	]	PUNCT
fis-4294	55	12	,	,	PUNCT
fis-4294	55	13	we	we	PRON
fis-4294	55	14	must	must	AUX
fis-4294	55	15	consider	consider	VERB
fis-4294	55	16	the	the	DET
fis-4294	55	17	compressed	compressed	ADJ
fis-4294	55	18	diagonal	diagonal	ADJ
fis-4294	55	19	.	.	PUNCT
fis-4294	56	1	failure	failure	NOUN
fis-4294	56	2	to	to	PART
fis-4294	56	3	do	do	AUX
fis-4294	56	4	so	so	ADV
fis-4294	56	5	would	would	AUX
fis-4294	56	6	result	result	VERB
fis-4294	56	7	in	in	ADP
fis-4294	56	8	a	a	DET
fis-4294	56	9	violation	violation	NOUN
fis-4294	56	10	of	of	ADP
fis-4294	56	11	the	the	DET
fis-4294	56	12	regulation	regulation	NOUN
fis-4294	56	13	.	.	PUNCT
fis-4294	57	1	an	an	DET
fis-4294	57	2	elastic	elastic	ADJ
fis-4294	57	3	analysis	analysis	NOUN
fis-4294	57	4	has	have	AUX
fis-4294	57	5	been	be	AUX
fis-4294	57	6	requested	request	VERB
fis-4294	57	7	[	[	X
fis-4294	57	8	23	23	NUM
fis-4294	57	9	,	,	PUNCT
fis-4294	57	10	25	25	NUM
fis-4294	57	11	]	]	PUNCT
fis-4294	57	12	.	.	PUNCT
fis-4294	58	1	this	this	DET
fis-4294	58	2	study	study	NOUN
fis-4294	58	3	assumes	assume	VERB
fis-4294	58	4	that	that	SCONJ
fis-4294	58	5	all	all	PRON
fis-4294	58	6	bracing	brace	VERB
fis-4294	58	7	has	have	VERB
fis-4294	58	8	the	the	DET
fis-4294	58	9	anticipated	anticipate	VERB
fis-4294	58	10	strength	strength	NOUN
fis-4294	58	11	in	in	ADP
fis-4294	58	12	tension	tension	NOUN
fis-4294	58	13	or	or	CCONJ
fis-4294	58	14	compression	compression	NOUN
fis-4294	58	15	to	to	PART
fis-4294	58	16	withstand	withstand	VERB
fis-4294	58	17	seismic	seismic	ADJ
fis-4294	58	18	activity	activity	NOUN
fis-4294	58	19	before	before	ADP
fis-4294	58	20	buckling	buckling	NOUN
fis-4294	58	21	.	.	PUNCT
fis-4294	59	1	considering	consider	VERB
fis-4294	59	2	the	the	DET
fis-4294	59	3	anticipated	anticipate	VERB
fis-4294	59	4	strength	strength	NOUN
fis-4294	59	5	of	of	ADP
fis-4294	59	6	the	the	DET
fis-4294	59	7	in	in	ADP
fis-4294	59	8	-	-	PUNCT
fis-4294	59	9	tension	tension	NOUN
fis-4294	59	10	diagonal	diagonal	NOUN
fis-4294	59	11	and	and	CCONJ
fis-4294	59	12	the	the	DET
fis-4294	59	13	expected	expect	VERB
fis-4294	59	14	strength	strength	NOUN
fis-4294	59	15	of	of	ADP
fis-4294	59	16	the	the	DET
fis-4294	59	17	compressed	compress	VERB
fis-4294	59	18	diagonal	diagonal	ADJ
fis-4294	59	19	post	post	ADJ
fis-4294	59	20	-	-	ADJ
fis-4294	59	21	buckling	buckling	NOUN
fis-4294	59	22	is	be	AUX
fis-4294	59	23	necessary	necessary	ADJ
fis-4294	59	24	for	for	SCONJ
fis-4294	59	25	the	the	DET
fis-4294	59	26	plastic	plastic	ADJ
fis-4294	59	27	analysis	analysis	NOUN
fis-4294	59	28	requested	request	VERB
fis-4294	59	29	[	[	X
fis-4294	59	30	23	23	NUM
fis-4294	59	31	,	,	PUNCT
fis-4294	59	32	25	25	NUM
fis-4294	59	33	]	]	PUNCT
fis-4294	59	34	.	.	PUNCT
fis-4294	60	1	the	the	DET
fis-4294	60	2	two	two	NUM
fis-4294	60	3	phases	phase	NOUN
fis-4294	60	4	of	of	ADP
fis-4294	60	5	conduct	conduct	NOUN
fis-4294	60	6	are	be	AUX
fis-4294	60	7	linked	link	VERB
fis-4294	60	8	differently	differently	ADV
fis-4294	60	9	.	.	PUNCT
fis-4294	61	1	canadian	canadian	PROPN
fis-4294	62	1	[	[	X
fis-4294	62	2	26	26	NUM
fis-4294	62	3	]	]	PUNCT
fis-4294	62	4	and	and	CCONJ
fis-4294	62	5	japanese	japanese	ADJ
fis-4294	62	6	[	[	X
fis-4294	62	7	27	27	NUM
fis-4294	62	8	]	]	PUNCT
fis-4294	62	9	standards	standard	NOUN
fis-4294	62	10	require	require	VERB
fis-4294	62	11	two	two	NUM
fis-4294	62	12	tests	test	NOUN
fis-4294	62	13	.	.	PUNCT
fis-4294	63	1	a.	a.	PROPN
fis-4294	63	2	j.	j.	PROPN
fis-4294	63	3	abdulridha	abdulridha	PROPN
fis-4294	63	4	,	,	PUNCT
fis-4294	63	5	frattura	frattura	PROPN
fis-4294	63	6	ed	ed	PROPN
fis-4294	63	7	integrità	integrità	PROPN
fis-4294	63	8	strutturale	strutturale	PROPN
fis-4294	63	9	,	,	PUNCT
fis-4294	63	10	66	66	NUM
fis-4294	63	11	(	(	PUNCT
fis-4294	63	12	2023	2023	NUM
fis-4294	63	13	)	)	PUNCT
fis-4294	63	14	273	273	NUM
fis-4294	63	15	-	-	SYM
fis-4294	63	16	296	296	NUM
fis-4294	63	17	;	;	PUNCT
fis-4294	63	18	doi	doi	NOUN
fis-4294	63	19	:	:	PUNCT
fis-4294	63	20	10.3221	10.3221	NUM
fis-4294	63	21	/	/	SYM
fis-4294	63	22	igf	igf	PROPN
fis-4294	63	23	-	-	ADJ
fis-4294	63	24	esis.66.17	esis.66.17	PROPN
fis-4294	63	25	275	275	NUM
fis-4294	63	26	the	the	DET
fis-4294	63	27	previous	previous	ADJ
fis-4294	63	28	studies	study	NOUN
fis-4294	63	29	primarily	primarily	ADV
fis-4294	63	30	concentrated	concentrate	VERB
fis-4294	63	31	on	on	ADP
fis-4294	63	32	eccentrically	eccentrically	ADV
fis-4294	63	33	braced	brace	VERB
fis-4294	63	34	steel	steel	NOUN
fis-4294	63	35	frames	frame	NOUN
fis-4294	63	36	[	[	X
fis-4294	63	37	28	28	NUM
fis-4294	63	38	,	,	PUNCT
fis-4294	63	39	29	29	NUM
fis-4294	63	40	]	]	PUNCT
fis-4294	63	41	.	.	PUNCT
fis-4294	64	1	popov	popov	PROPN
fis-4294	65	1	[	[	X
fis-4294	65	2	30	30	NUM
fis-4294	65	3	,	,	PUNCT
fis-4294	65	4	31	31	NUM
fis-4294	65	5	]	]	PUNCT
fis-4294	65	6	reviewed	review	VERB
fis-4294	65	7	the	the	DET
fis-4294	65	8	current	current	ADJ
fis-4294	65	9	literature	literature	NOUN
fis-4294	65	10	on	on	ADP
fis-4294	65	11	ebfs	ebfs	NOUN
fis-4294	65	12	and	and	CCONJ
fis-4294	65	13	suggested	suggest	VERB
fis-4294	65	14	various	various	ADJ
fis-4294	65	15	design	design	NOUN
fis-4294	65	16	modifications	modification	NOUN
fis-4294	65	17	using	use	VERB
fis-4294	65	18	the	the	DET
fis-4294	65	19	capacity	capacity	NOUN
fis-4294	65	20	design	design	NOUN
fis-4294	65	21	technique	technique	NOUN
fis-4294	65	22	.	.	PUNCT
fis-4294	66	1	sullivan	sullivan	PROPN
fis-4294	67	1	[	[	X
fis-4294	67	2	32	32	NUM
fis-4294	67	3	]	]	PUNCT
fis-4294	67	4	proposed	propose	VERB
fis-4294	67	5	a	a	DET
fis-4294	67	6	design	design	NOUN
fis-4294	67	7	strategy	strategy	NOUN
fis-4294	67	8	based	base	VERB
fis-4294	67	9	on	on	ADP
fis-4294	67	10	direct	direct	ADJ
fis-4294	67	11	displacement	displacement	NOUN
fis-4294	67	12	for	for	ADP
fis-4294	67	13	eccentrically	eccentrically	ADV
fis-4294	67	14	braced	brace	VERB
fis-4294	67	15	steel	steel	NOUN
fis-4294	67	16	structures	structure	NOUN
fis-4294	67	17	.	.	PUNCT
fis-4294	68	1	this	this	DET
fis-4294	68	2	method	method	NOUN
fis-4294	68	3	considers	consider	VERB
fis-4294	68	4	the	the	DET
fis-4294	68	5	axial	axial	ADJ
fis-4294	68	6	deformation	deformation	NOUN
fis-4294	68	7	of	of	ADP
fis-4294	68	8	columns	column	NOUN
fis-4294	68	9	and	and	CCONJ
fis-4294	68	10	supports	support	NOUN
fis-4294	68	11	and	and	CCONJ
fis-4294	68	12	provides	provide	VERB
fis-4294	68	13	formulas	formula	NOUN
fis-4294	68	14	for	for	ADP
fis-4294	68	15	determining	determine	VERB
fis-4294	68	16	a	a	DET
fis-4294	68	17	structure	structure	NOUN
fis-4294	68	18	's	's	PART
fis-4294	68	19	tale	tale	ADJ
fis-4294	68	20	drift	drift	NOUN
fis-4294	68	21	ratio	ratio	NOUN
fis-4294	68	22	and	and	CCONJ
fis-4294	68	23	yield	yield	NOUN
fis-4294	68	24	strength	strength	NOUN
fis-4294	68	25	.	.	PUNCT
fis-4294	69	1	several	several	ADJ
fis-4294	69	2	studies	study	NOUN
fis-4294	69	3	[	[	X
fis-4294	69	4	33–37	33–37	NUM
fis-4294	69	5	]	]	PUNCT
fis-4294	69	6	have	have	AUX
fis-4294	69	7	examined	examine	VERB
fis-4294	69	8	the	the	DET
fis-4294	69	9	cyclic	cyclic	ADJ
fis-4294	69	10	inelastic	inelastic	ADJ
fis-4294	69	11	behavior	behavior	NOUN
fis-4294	69	12	of	of	ADP
fis-4294	69	13	steel	steel	NOUN
fis-4294	69	14	braces	brace	NOUN
fis-4294	69	15	.	.	PUNCT
fis-4294	70	1	these	these	DET
fis-4294	70	2	studies	study	NOUN
fis-4294	70	3	demonstrate	demonstrate	VERB
fis-4294	70	4	that	that	SCONJ
fis-4294	70	5	steel	steel	NOUN
fis-4294	70	6	braces	brace	NOUN
fis-4294	70	7	exhibit	exhibit	VERB
fis-4294	70	8	non	non	ADJ
fis-4294	70	9	-	-	ADJ
fis-4294	70	10	symmetrical	symmetrical	ADJ
fis-4294	70	11	hysteretic	hysteretic	ADJ
fis-4294	70	12	behavior	behavior	NOUN
fis-4294	70	13	,	,	PUNCT
fis-4294	70	14	which	which	PRON
fis-4294	70	15	includes	include	VERB
fis-4294	70	16	strength	strength	NOUN
fis-4294	70	17	loss	loss	NOUN
fis-4294	70	18	under	under	ADP
fis-4294	70	19	compressive	compressive	ADJ
fis-4294	70	20	stress	stress	NOUN
fis-4294	70	21	and	and	CCONJ
fis-4294	70	22	persistent	persistent	ADJ
fis-4294	70	23	deformations	deformation	NOUN
fis-4294	70	24	.	.	PUNCT
fis-4294	71	1	multiple	multiple	ADJ
fis-4294	71	2	experimental	experimental	ADJ
fis-4294	71	3	studies	study	NOUN
fis-4294	71	4	have	have	AUX
fis-4294	71	5	demonstrated	demonstrate	VERB
fis-4294	71	6	that	that	SCONJ
fis-4294	71	7	steel	steel	NOUN
fis-4294	71	8	reinforcements	reinforcement	NOUN
fis-4294	71	9	are	be	AUX
fis-4294	71	10	prone	prone	ADJ
fis-4294	71	11	to	to	ADP
fis-4294	71	12	failure	failure	NOUN
fis-4294	71	13	after	after	ADP
fis-4294	71	14	repeated	repeat	VERB
fis-4294	71	15	loading	loading	NOUN
fis-4294	71	16	cycles	cycle	NOUN
fis-4294	71	17	.	.	PUNCT
fis-4294	72	1	in	in	ADP
fis-4294	72	2	addition	addition	NOUN
fis-4294	72	3	,	,	PUNCT
fis-4294	72	4	the	the	DET
fis-4294	72	5	effective	effective	ADJ
fis-4294	72	6	buckling	buckling	NOUN
fis-4294	72	7	length	length	NOUN
fis-4294	72	8	and	and	CCONJ
fis-4294	72	9	the	the	DET
fis-4294	72	10	elastoplastic	elastoplastic	ADJ
fis-4294	72	11	properties	property	NOUN
fis-4294	72	12	of	of	ADP
fis-4294	72	13	the	the	DET
fis-4294	72	14	material	material	NOUN
fis-4294	72	15	play	play	VERB
fis-4294	72	16	a	a	DET
fis-4294	72	17	significant	significant	ADJ
fis-4294	72	18	role	role	NOUN
fis-4294	72	19	in	in	ADP
fis-4294	72	20	determining	determine	VERB
fis-4294	72	21	their	their	PRON
fis-4294	72	22	reactivity	reactivity	NOUN
fis-4294	72	23	[	[	X
fis-4294	72	24	38–41	38–41	NUM
fis-4294	72	25	]	]	PUNCT
fis-4294	72	26	.	.	PUNCT
fis-4294	73	1	nip	nip	NOUN
fis-4294	73	2	et	et	PROPN
fis-4294	73	3	al	al	PROPN
fis-4294	73	4	.	.	PUNCT
fis-4294	74	1	[	[	X
fis-4294	74	2	42	42	NUM
fis-4294	74	3	]	]	PUNCT
fis-4294	74	4	examined	examine	VERB
fis-4294	74	5	steel	steel	NOUN
fis-4294	74	6	bracing	brace	VERB
fis-4294	74	7	with	with	ADP
fis-4294	74	8	square	square	ADJ
fis-4294	74	9	and	and	CCONJ
fis-4294	74	10	rectangular	rectangular	ADJ
fis-4294	74	11	-	-	PUNCT
fis-4294	74	12	shaped	shape	VERB
fis-4294	74	13	hollow	hollow	ADJ
fis-4294	74	14	cross	cross	NOUN
fis-4294	74	15	-	-	NOUN
fis-4294	74	16	sections	section	NOUN
fis-4294	74	17	.	.	PUNCT
fis-4294	75	1	the	the	DET
fis-4294	75	2	test	test	NOUN
fis-4294	75	3	results	result	NOUN
fis-4294	75	4	confirmed	confirm	VERB
fis-4294	75	5	that	that	SCONJ
fis-4294	75	6	the	the	DET
fis-4294	75	7	diagonal	diagonal	ADJ
fis-4294	75	8	rods	rod	NOUN
fis-4294	75	9	exhibit	exhibit	VERB
fis-4294	75	10	non	non	ADJ
fis-4294	75	11	-	-	ADJ
fis-4294	75	12	symmetrical	symmetrical	ADJ
fis-4294	75	13	hysteretic	hysteretic	ADJ
fis-4294	75	14	behavior	behavior	NOUN
fis-4294	75	15	and	and	CCONJ
fis-4294	75	16	that	that	SCONJ
fis-4294	75	17	their	their	PRON
fis-4294	75	18	compressive	compressive	ADJ
fis-4294	75	19	strength	strength	NOUN
fis-4294	75	20	decreases	decrease	VERB
fis-4294	75	21	after	after	ADP
fis-4294	75	22	a	a	DET
fis-4294	75	23	few	few	ADJ
fis-4294	75	24	compression	compression	NOUN
fis-4294	75	25	cycles	cycle	NOUN
fis-4294	75	26	.	.	PUNCT
fis-4294	76	1	other	other	ADJ
fis-4294	76	2	investigations	investigation	NOUN
fis-4294	76	3	[	[	X
fis-4294	76	4	43–45	43–45	NOUN
fis-4294	76	5	]	]	PUNCT
fis-4294	76	6	have	have	AUX
fis-4294	76	7	also	also	ADV
fis-4294	76	8	found	find	VERB
fis-4294	76	9	similar	similar	ADJ
fis-4294	76	10	results	result	NOUN
fis-4294	76	11	.	.	PUNCT
fis-4294	77	1	mythology	mythology	NOUN
fis-4294	77	2	everal	everal	ADJ
fis-4294	77	3	ebf	ebf	ADV
fis-4294	77	4	-	-	PUNCT
fis-4294	77	5	related	relate	VERB
fis-4294	77	6	research	research	NOUN
fis-4294	77	7	has	have	AUX
fis-4294	77	8	been	be	AUX
fis-4294	77	9	undertaken	undertake	VERB
fis-4294	77	10	,	,	PUNCT
fis-4294	77	11	but	but	CCONJ
fis-4294	77	12	they	they	PRON
fis-4294	77	13	have	have	VERB
fis-4294	77	14	yet	yet	ADV
fis-4294	77	15	to	to	PART
fis-4294	77	16	focus	focus	VERB
fis-4294	77	17	on	on	ADP
fis-4294	77	18	the	the	DET
fis-4294	77	19	inquiry	inquiry	NOUN
fis-4294	77	20	of	of	ADP
fis-4294	77	21	eccentric	eccentric	ADJ
fis-4294	77	22	x	x	ADJ
fis-4294	77	23	-	-	ADJ
fis-4294	77	24	braced	braced	ADJ
fis-4294	77	25	steel	steel	NOUN
fis-4294	77	26	frames	frame	NOUN
fis-4294	77	27	,	,	PUNCT
fis-4294	77	28	which	which	PRON
fis-4294	77	29	is	be	AUX
fis-4294	77	30	necessary	necessary	ADJ
fis-4294	77	31	here	here	ADV
fis-4294	77	32	.	.	PUNCT
fis-4294	78	1	el	el	PROPN
fis-4294	78	2	centro	centro	PROPN
fis-4294	78	3	seismic	seismic	ADJ
fis-4294	78	4	movements	movement	NOUN
fis-4294	78	5	[	[	X
fis-4294	78	6	46	46	NUM
fis-4294	78	7	]	]	PUNCT
fis-4294	78	8	are	be	AUX
fis-4294	78	9	considered	consider	VERB
fis-4294	78	10	,	,	PUNCT
fis-4294	78	11	along	along	ADP
fis-4294	78	12	with	with	ADP
fis-4294	78	13	120	120	NUM
fis-4294	78	14	steel	steel	NOUN
fis-4294	78	15	structural	structural	ADJ
fis-4294	78	16	models	model	NOUN
fis-4294	78	17	.	.	PUNCT
fis-4294	79	1	in	in	ADP
fis-4294	79	2	this	this	DET
fis-4294	79	3	paper	paper	NOUN
fis-4294	79	4	,	,	PUNCT
fis-4294	79	5	eccentric	eccentric	ADJ
fis-4294	79	6	x	x	NOUN
fis-4294	79	7	-	-	NOUN
fis-4294	79	8	braces	brace	NOUN
fis-4294	79	9	in	in	ADP
fis-4294	79	10	steel	steel	NOUN
fis-4294	79	11	frames	frame	NOUN
fis-4294	79	12	are	be	AUX
fis-4294	79	13	the	the	DET
fis-4294	79	14	primary	primary	ADJ
fis-4294	79	15	focus	focus	NOUN
fis-4294	79	16	of	of	ADP
fis-4294	79	17	the	the	DET
fis-4294	79	18	modeling	modeling	NOUN
fis-4294	79	19	efforts	effort	NOUN
fis-4294	79	20	.	.	PUNCT
fis-4294	80	1	the	the	DET
fis-4294	80	2	geometries	geometry	NOUN
fis-4294	80	3	of	of	ADP
fis-4294	80	4	these	these	DET
fis-4294	80	5	high	high	ADJ
fis-4294	80	6	-	-	PUNCT
fis-4294	80	7	rises	rise	NOUN
fis-4294	80	8	range	range	NOUN
fis-4294	80	9	from	from	ADP
fis-4294	80	10	6	6	NUM
fis-4294	80	11	to	to	ADP
fis-4294	80	12	9	9	NUM
fis-4294	80	13	to	to	PART
fis-4294	80	14	12	12	NUM
fis-4294	80	15	stories	story	NOUN
fis-4294	80	16	.	.	PUNCT
fis-4294	81	1	the	the	DET
fis-4294	81	2	complex	complex	ADJ
fis-4294	81	3	fe	fe	NOUN
fis-4294	81	4	model	model	NOUN
fis-4294	81	5	of	of	ADP
fis-4294	81	6	multi	multi	ADJ
fis-4294	81	7	-	-	ADJ
fis-4294	81	8	story	story	ADJ
fis-4294	81	9	buildings	building	NOUN
fis-4294	81	10	was	be	AUX
fis-4294	81	11	developed	develop	VERB
fis-4294	81	12	with	with	ADP
fis-4294	81	13	the	the	DET
fis-4294	81	14	help	help	NOUN
fis-4294	81	15	of	of	ADP
fis-4294	81	16	etabs	etab	NOUN
fis-4294	81	17	[	[	X
fis-4294	81	18	47	47	NUM
fis-4294	81	19	]	]	PUNCT
fis-4294	81	20	.	.	PUNCT
fis-4294	82	1	the	the	DET
fis-4294	82	2	parameters	parameter	NOUN
fis-4294	82	3	under	under	ADP
fis-4294	82	4	study	study	NOUN
fis-4294	82	5	are	be	AUX
fis-4294	82	6	the	the	DET
fis-4294	82	7	x	x	NOUN
fis-4294	82	8	-	-	NOUN
fis-4294	82	9	brace	brace	NOUN
fis-4294	82	10	eccentricity	eccentricity	NOUN
fis-4294	82	11	,	,	PUNCT
fis-4294	82	12	x	x	NOUN
fis-4294	82	13	-	-	NOUN
fis-4294	82	14	brace	brace	NOUN
fis-4294	82	15	steel	steel	NOUN
fis-4294	82	16	section	section	NOUN
fis-4294	82	17	size	size	NOUN
fis-4294	82	18	,	,	PUNCT
fis-4294	82	19	and	and	CCONJ
fis-4294	82	20	x	x	X
fis-4294	82	21	-	-	ADJ
fis-4294	82	22	braced	braced	ADJ
fis-4294	82	23	location	location	NOUN
fis-4294	82	24	.	.	PUNCT
fis-4294	83	1	for	for	ADP
fis-4294	83	2	steel	steel	NOUN
fis-4294	83	3	x	x	NOUN
fis-4294	83	4	-	-	NOUN
fis-4294	83	5	braces	brace	NOUN
fis-4294	83	6	,	,	PUNCT
fis-4294	83	7	the	the	DET
fis-4294	83	8	eccentricity	eccentricity	NOUN
fis-4294	83	9	may	may	AUX
fis-4294	83	10	range	range	VERB
fis-4294	83	11	from	from	ADP
fis-4294	83	12	500	500	NUM
fis-4294	83	13	to	to	PART
fis-4294	83	14	1500	1500	NUM
fis-4294	83	15	mm	mm	NOUN
fis-4294	83	16	.	.	PUNCT
fis-4294	84	1	each	each	DET
fis-4294	84	2	story	story	NOUN
fis-4294	84	3	's	's	PART
fis-4294	84	4	frame	frame	NOUN
fis-4294	84	5	with	with	ADP
fis-4294	84	6	eccentric	eccentric	ADJ
fis-4294	84	7	x	x	NOUN
fis-4294	84	8	-	-	NOUN
fis-4294	84	9	braces	brace	NOUN
fis-4294	84	10	is	be	AUX
fis-4294	84	11	set	set	VERB
fis-4294	84	12	at	at	ADP
fis-4294	84	13	the	the	DET
fis-4294	84	14	building	building	NOUN
fis-4294	84	15	's	's	PART
fis-4294	84	16	corner	corner	NOUN
fis-4294	84	17	(	(	PUNCT
fis-4294	84	18	sc	sc	PROPN
fis-4294	84	19	)	)	PUNCT
fis-4294	84	20	and	and	CCONJ
fis-4294	84	21	side	side	NOUN
fis-4294	84	22	(	(	PUNCT
fis-4294	84	23	ss	ss	NOUN
fis-4294	84	24	)	)	PUNCT
fis-4294	84	25	to	to	PART
fis-4294	84	26	provide	provide	VERB
fis-4294	84	27	seismic	seismic	ADJ
fis-4294	84	28	force	force	NOUN
fis-4294	84	29	resistance	resistance	NOUN
fis-4294	84	30	in	in	ADP
fis-4294	84	31	both	both	DET
fis-4294	84	32	orthogonal	orthogonal	ADJ
fis-4294	84	33	directions	direction	NOUN
fis-4294	84	34	.	.	PUNCT
fis-4294	85	1	structure	structure	NOUN
fis-4294	85	2	and	and	CCONJ
fis-4294	85	3	architectural	architectural	ADJ
fis-4294	85	4	design	design	NOUN
fis-4294	85	5	information	information	NOUN
fis-4294	85	6	for	for	ADP
fis-4294	85	7	multi	multi	ADJ
fis-4294	85	8	-	-	ADJ
fis-4294	85	9	story	story	ADJ
fis-4294	85	10	structures	structure	NOUN
fis-4294	85	11	are	be	AUX
fis-4294	85	12	detailed	detail	VERB
fis-4294	85	13	on	on	ADP
fis-4294	85	14	this	this	DET
fis-4294	85	15	page	page	NOUN
fis-4294	85	16	.	.	PUNCT
fis-4294	86	1	it	it	PRON
fis-4294	86	2	also	also	ADV
fis-4294	86	3	discusses	discuss	VERB
fis-4294	86	4	the	the	DET
fis-4294	86	5	static	static	ADJ
fis-4294	86	6	and	and	CCONJ
fis-4294	86	7	dynamic	dynamic	ADJ
fis-4294	86	8	properties	property	NOUN
fis-4294	86	9	of	of	ADP
fis-4294	86	10	multi	multi	ADJ
fis-4294	86	11	-	-	ADJ
fis-4294	86	12	story	story	ADJ
fis-4294	86	13	buildings	building	NOUN
fis-4294	86	14	in	in	ADP
fis-4294	86	15	the	the	DET
fis-4294	86	16	context	context	NOUN
fis-4294	86	17	of	of	ADP
fis-4294	86	18	a	a	DET
fis-4294	86	19	computer	computer	NOUN
fis-4294	86	20	model	model	NOUN
fis-4294	86	21	.	.	PUNCT
fis-4294	87	1	schematic	schematic	ADJ
fis-4294	87	2	of	of	ADP
fis-4294	87	3	earthquake	earthquake	NOUN
fis-4294	87	4	ground	ground	NOUN
fis-4294	87	5	motions	motion	NOUN
fis-4294	87	6	and	and	CCONJ
fis-4294	87	7	structures	structure	NOUN
fis-4294	87	8	design	design	NOUN
fis-4294	87	9	of	of	ADP
fis-4294	87	10	eccentric	eccentric	ADJ
fis-4294	87	11	x	x	NOUN
fis-4294	87	12	-	-	ADJ
fis-4294	87	13	braced	braced	ADJ
fis-4294	87	14	frames	frame	NOUN
fis-4294	87	15	his	his	PRON
fis-4294	87	16	paper	paper	NOUN
fis-4294	87	17	contains	contain	VERB
fis-4294	87	18	the	the	DET
fis-4294	87	19	study	study	NOUN
fis-4294	87	20	of	of	ADP
fis-4294	87	21	g+6	g+6	PROPN
fis-4294	87	22	,	,	PUNCT
fis-4294	87	23	g+9	g+9	NUM
fis-4294	87	24	,	,	PUNCT
fis-4294	87	25	and	and	CCONJ
fis-4294	87	26	g+12	g+12	NOUN
fis-4294	87	27	multi	multi	ADJ
fis-4294	87	28	-	-	PROPN
fis-4294	87	29	story	story	ADJ
fis-4294	87	30	steel	steel	NOUN
fis-4294	87	31	buildings	building	NOUN
fis-4294	87	32	beam	beam	NOUN
fis-4294	87	33	column	column	NOUN
fis-4294	87	34	system	system	NOUN
fis-4294	87	35	with	with	ADP
fis-4294	87	36	eccentric	eccentric	ADJ
fis-4294	87	37	steel	steel	NOUN
fis-4294	87	38	x	x	NOUN
fis-4294	87	39	-	-	NOUN
fis-4294	87	40	braces	brace	NOUN
fis-4294	87	41	containing	contain	VERB
fis-4294	87	42	no	no	DET
fis-4294	87	43	shear	shear	NOUN
fis-4294	87	44	walls	wall	NOUN
fis-4294	87	45	subjected	subject	VERB
fis-4294	87	46	to	to	ADP
fis-4294	87	47	the	the	DET
fis-4294	87	48	el	el	PROPN
fis-4294	87	49	-	-	PUNCT
fis-4294	87	50	centro	centro	PROPN
fis-4294	87	51	earthquake	earthquake	NOUN
fis-4294	88	1	[	[	X
fis-4294	88	2	46	46	NUM
fis-4294	88	3	]	]	PUNCT
fis-4294	88	4	and	and	CCONJ
fis-4294	88	5	modeled	model	VERB
fis-4294	88	6	using	use	VERB
fis-4294	88	7	etabs	etab	NOUN
fis-4294	88	8	v20	v20	NOUN
fis-4294	88	9	,	,	PUNCT
fis-4294	88	10	which	which	PRON
fis-4294	88	11	is	be	AUX
fis-4294	88	12	finite	finite	ADJ
fis-4294	88	13	-	-	ADJ
fis-4294	88	14	element	element	NOUN
fis-4294	88	15	-	-	PUNCT
fis-4294	88	16	based	base	VERB
fis-4294	88	17	software	software	NOUN
fis-4294	88	18	[	[	X
fis-4294	88	19	47	47	NUM
fis-4294	88	20	]	]	PUNCT
fis-4294	88	21	modal	modal	NOUN
fis-4294	88	22	frames	frame	NOUN
fis-4294	88	23	built	build	VERB
fis-4294	88	24	to	to	ADP
fis-4294	88	25	asce	asce	PROPN
fis-4294	88	26	7	7	NUM
fis-4294	89	1	[	[	X
fis-4294	89	2	48	48	NUM
fis-4294	89	3	]	]	PUNCT
fis-4294	89	4	standards	standard	NOUN
fis-4294	89	5	for	for	ADP
fis-4294	89	6	needed	need	VERB
fis-4294	89	7	design	design	NOUN
fis-4294	89	8	strength	strength	NOUN
fis-4294	89	9	and	and	CCONJ
fis-4294	89	10	aisc	aisc	PROPN
fis-4294	89	11	341	341	NUM
fis-4294	89	12	[	[	X
fis-4294	89	13	23	23	NUM
fis-4294	89	14	]	]	PUNCT
fis-4294	89	15	standards	standard	NOUN
fis-4294	89	16	for	for	ADP
fis-4294	89	17	seismic	seismic	ADJ
fis-4294	89	18	design	design	NOUN
fis-4294	89	19	was	be	AUX
fis-4294	89	20	analyzed	analyze	VERB
fis-4294	89	21	in	in	ADP
fis-4294	89	22	this	this	DET
fis-4294	89	23	work	work	NOUN
fis-4294	89	24	.	.	PUNCT
fis-4294	90	1	all	all	DET
fis-4294	90	2	framing	frame	VERB
fis-4294	90	3	members	member	NOUN
fis-4294	90	4	are	be	AUX
fis-4294	90	5	made	make	VERB
fis-4294	90	6	of	of	ADP
fis-4294	90	7	a992	a992	PROPN
fis-4294	90	8	steel	steel	NOUN
fis-4294	90	9	with	with	ADP
fis-4294	90	10	a	a	DET
fis-4294	90	11	yield	yield	NOUN
fis-4294	90	12	strength	strength	NOUN
fis-4294	90	13	of	of	ADP
fis-4294	90	14	345	345	NUM
fis-4294	90	15	mpa	mpa	NOUN
fis-4294	90	16	.	.	PUNCT
fis-4294	91	1	in	in	ADP
fis-4294	91	2	this	this	DET
fis-4294	91	3	study	study	NOUN
fis-4294	91	4	,	,	PUNCT
fis-4294	91	5	the	the	DET
fis-4294	91	6	size	size	NOUN
fis-4294	91	7	of	of	ADP
fis-4294	91	8	the	the	DET
fis-4294	91	9	building	building	NOUN
fis-4294	91	10	in	in	ADP
fis-4294	91	11	the	the	DET
fis-4294	91	12	plan	plan	NOUN
fis-4294	91	13	was	be	AUX
fis-4294	91	14	27.5	27.5	NUM
fis-4294	91	15	m	m	NOUN
fis-4294	91	16	x	x	PROPN
fis-4294	91	17	27.5	27.5	NUM
fis-4294	91	18	m	m	NOUN
fis-4294	91	19	,	,	PUNCT
fis-4294	91	20	each	each	DET
fis-4294	91	21	panel	panel	NOUN
fis-4294	91	22	was	be	AUX
fis-4294	91	23	a	a	DET
fis-4294	91	24	5.5	5.5	NUM
fis-4294	91	25	m	m	NOUN
fis-4294	91	26	x	x	SYM
fis-4294	91	27	5.5	5.5	NUM
fis-4294	91	28	m	m	PROPN
fis-4294	91	29	square	square	ADJ
fis-4294	91	30	frame	frame	NOUN
fis-4294	91	31	with	with	ADP
fis-4294	91	32	a	a	DET
fis-4294	91	33	height	height	NOUN
fis-4294	91	34	of	of	ADP
fis-4294	91	35	3	3	NUM
fis-4294	91	36	m	m	NOUN
fis-4294	91	37	for	for	ADP
fis-4294	91	38	each	each	DET
fis-4294	91	39	story	story	NOUN
fis-4294	91	40	and	and	CCONJ
fis-4294	91	41	was	be	AUX
fis-4294	91	42	constructed	construct	VERB
fis-4294	91	43	using	use	VERB
fis-4294	91	44	h	h	NOUN
fis-4294	91	45	-	-	PUNCT
fis-4294	91	46	shaped	shape	VERB
fis-4294	91	47	steel	steel	NOUN
fis-4294	91	48	,	,	PUNCT
fis-4294	91	49	and	and	CCONJ
fis-4294	91	50	the	the	DET
fis-4294	91	51	xbraces	xbrace	NOUN
fis-4294	91	52	were	be	AUX
fis-4294	91	53	installed	instal	VERB
fis-4294	91	54	on	on	ADP
fis-4294	91	55	the	the	DET
fis-4294	91	56	diagonals	diagonal	NOUN
fis-4294	91	57	.	.	PUNCT
fis-4294	92	1	in	in	ADP
fis-4294	92	2	this	this	DET
fis-4294	92	3	study	study	NOUN
fis-4294	92	4	,	,	PUNCT
fis-4294	92	5	there	there	PRON
fis-4294	92	6	are	be	VERB
fis-4294	92	7	a	a	DET
fis-4294	92	8	total	total	NOUN
fis-4294	92	9	of	of	ADP
fis-4294	92	10	120	120	NUM
fis-4294	92	11	buildings	building	NOUN
fis-4294	92	12	,	,	PUNCT
fis-4294	92	13	with	with	ADP
fis-4294	92	14	40	40	NUM
fis-4294	92	15	being	be	AUX
fis-4294	92	16	6	6	NUM
fis-4294	92	17	-	-	PUNCT
fis-4294	92	18	story	story	NOUN
fis-4294	92	19	structures	structure	NOUN
fis-4294	92	20	(	(	PUNCT
fis-4294	92	21	18	18	NUM
fis-4294	92	22	m	m	NOUN
fis-4294	92	23	in	in	ADP
fis-4294	92	24	height	height	NOUN
fis-4294	92	25	)	)	PUNCT
fis-4294	92	26	,	,	PUNCT
fis-4294	92	27	40	40	NUM
fis-4294	92	28	being	be	AUX
fis-4294	92	29	9	9	NUM
fis-4294	92	30	-	-	PUNCT
fis-4294	92	31	story	story	NOUN
fis-4294	92	32	structures	structure	NOUN
fis-4294	92	33	(	(	PUNCT
fis-4294	92	34	27	27	NUM
fis-4294	92	35	m	m	NOUN
fis-4294	92	36	in	in	ADP
fis-4294	92	37	height	height	NOUN
fis-4294	92	38	)	)	PUNCT
fis-4294	92	39	,	,	PUNCT
fis-4294	92	40	and	and	CCONJ
fis-4294	92	41	the	the	DET
fis-4294	92	42	remaining	remain	VERB
fis-4294	92	43	40	40	NUM
fis-4294	92	44	being	be	AUX
fis-4294	92	45	12	12	NUM
fis-4294	92	46	-	-	PUNCT
fis-4294	92	47	story	story	NOUN
fis-4294	92	48	structures	structure	NOUN
fis-4294	92	49	(	(	PUNCT
fis-4294	92	50	36	36	NUM
fis-4294	92	51	m	m	NOUN
fis-4294	92	52	in	in	ADP
fis-4294	92	53	height	height	NOUN
fis-4294	92	54	)	)	PUNCT
fis-4294	92	55	.	.	PUNCT
fis-4294	93	1	the	the	DET
fis-4294	93	2	parametric	parametric	ADJ
fis-4294	93	3	study	study	NOUN
fis-4294	93	4	examines	examine	VERB
fis-4294	93	5	the	the	DET
fis-4294	93	6	eccentricity	eccentricity	NOUN
fis-4294	93	7	of	of	ADP
fis-4294	93	8	steel	steel	NOUN
fis-4294	93	9	x	x	NOUN
fis-4294	93	10	-	-	NOUN
fis-4294	93	11	braces	brace	NOUN
fis-4294	93	12	,	,	PUNCT
fis-4294	93	13	the	the	DET
fis-4294	93	14	size	size	NOUN
fis-4294	93	15	of	of	ADP
fis-4294	93	16	the	the	DET
fis-4294	93	17	steel	steel	NOUN
fis-4294	93	18	x	x	NOUN
fis-4294	93	19	-	-	NOUN
fis-4294	93	20	brace	brace	NOUN
fis-4294	93	21	section	section	NOUN
fis-4294	93	22	,	,	PUNCT
fis-4294	93	23	and	and	CCONJ
fis-4294	93	24	the	the	DET
fis-4294	93	25	location	location	NOUN
fis-4294	93	26	of	of	ADP
fis-4294	93	27	the	the	DET
fis-4294	93	28	x	x	NOUN
fis-4294	93	29	-	-	NOUN
fis-4294	93	30	brace	brace	NOUN
fis-4294	93	31	.	.	PUNCT
fis-4294	94	1	three	three	NUM
fis-4294	94	2	types	type	NOUN
fis-4294	94	3	of	of	ADP
fis-4294	94	4	eccentricity	eccentricity	NOUN
fis-4294	94	5	of	of	ADP
fis-4294	94	6	steel	steel	NOUN
fis-4294	94	7	x	x	NOUN
fis-4294	94	8	-	-	NOUN
fis-4294	94	9	braces	brace	NOUN
fis-4294	94	10	adopted	adopt	VERB
fis-4294	94	11	are	be	AUX
fis-4294	94	12	500	500	NUM
fis-4294	94	13	,	,	PUNCT
fis-4294	94	14	1000	1000	NUM
fis-4294	94	15	,	,	PUNCT
fis-4294	94	16	and	and	CCONJ
fis-4294	94	17	1500	1500	NUM
fis-4294	94	18	mm	mm	NOUN
fis-4294	94	19	,	,	PUNCT
fis-4294	94	20	respectively	respectively	ADV
fis-4294	94	21	.	.	PUNCT
fis-4294	95	1	the	the	DET
fis-4294	95	2	sections	section	NOUN
fis-4294	95	3	of	of	ADP
fis-4294	95	4	the	the	DET
fis-4294	95	5	diagonal	diagonal	ADJ
fis-4294	95	6	x	x	NOUN
fis-4294	95	7	-	-	NOUN
fis-4294	95	8	brace	brace	NOUN
fis-4294	95	9	were	be	AUX
fis-4294	95	10	h	h	NOUN
fis-4294	95	11	-	-	PUNCT
fis-4294	95	12	shaped	shaped	ADJ
fis-4294	95	13	.	.	PUNCT
fis-4294	96	1	five	five	NUM
fis-4294	96	2	steel	steel	NOUN
fis-4294	96	3	section	section	NOUN
fis-4294	96	4	sizes	size	NOUN
fis-4294	96	5	(	(	PUNCT
fis-4294	96	6	w-6x12	w-6x12	PROPN
fis-4294	96	7	,	,	PUNCT
fis-4294	96	8	w-6x15	w-6x15	PROPN
fis-4294	96	9	,	,	PUNCT
fis-4294	96	10	w-6x16	w-6x16	NOUN
fis-4294	96	11	,	,	PUNCT
fis-4294	96	12	w-6x20	w-6x20	NOUN
fis-4294	96	13	,	,	PUNCT
fis-4294	96	14	and	and	CCONJ
fis-4294	96	15	w-6x25	w-6x25	PROPN
fis-4294	96	16	)	)	PUNCT
fis-4294	96	17	were	be	AUX
fis-4294	96	18	selected	select	VERB
fis-4294	96	19	for	for	ADP
fis-4294	96	20	the	the	DET
fis-4294	96	21	x	x	NOUN
fis-4294	96	22	-	-	NOUN
fis-4294	96	23	brace	brace	NOUN
fis-4294	96	24	,	,	PUNCT
fis-4294	96	25	and	and	CCONJ
fis-4294	96	26	an	an	DET
fis-4294	96	27	adopted	adopt	VERB
fis-4294	96	28	multi	multi	ADJ
fis-4294	96	29	-	-	ADJ
fis-4294	96	30	story	story	ADJ
fis-4294	96	31	steel	steel	NOUN
fis-4294	96	32	building	building	NOUN
fis-4294	96	33	with	with	ADP
fis-4294	96	34	an	an	DET
fis-4294	96	35	x	x	ADJ
fis-4294	96	36	-	-	NOUN
fis-4294	96	37	brace	brace	NOUN
fis-4294	96	38	section	section	NOUN
fis-4294	96	39	of	of	ADP
fis-4294	96	40	w-6x16	w-6x16	NOUN
fis-4294	96	41	was	be	AUX
fis-4294	96	42	used	use	VERB
fis-4294	96	43	as	as	ADP
fis-4294	96	44	a	a	DET
fis-4294	96	45	control	control	NOUN
fis-4294	96	46	building	building	NOUN
fis-4294	96	47	to	to	PART
fis-4294	96	48	compare	compare	VERB
fis-4294	96	49	.	.	PUNCT
fis-4294	97	1	the	the	DET
fis-4294	97	2	x	x	NOUN
fis-4294	97	3	-	-	NOUN
fis-4294	97	4	brace	brace	NOUN
fis-4294	97	5	section	section	NOUN
fis-4294	97	6	's	's	PART
fis-4294	97	7	properties	property	NOUN
fis-4294	97	8	are	be	AUX
fis-4294	97	9	shown	show	VERB
fis-4294	97	10	in	in	ADP
fis-4294	97	11	tab	tab	NOUN
fis-4294	97	12	.	.	PUNCT
fis-4294	98	1	1	1	X
fis-4294	98	2	.	.	X
fis-4294	98	3	there	there	PRON
fis-4294	98	4	are	be	VERB
fis-4294	98	5	two	two	NUM
fis-4294	98	6	configurations	configuration	NOUN
fis-4294	98	7	of	of	ADP
fis-4294	98	8	the	the	DET
fis-4294	98	9	location	location	NOUN
fis-4294	98	10	of	of	ADP
fis-4294	98	11	the	the	DET
fis-4294	98	12	x	x	NOUN
fis-4294	98	13	-	-	NOUN
fis-4294	98	14	braces	brace	NOUN
fis-4294	98	15	adopted	adopt	VERB
fis-4294	98	16	in	in	ADP
fis-4294	98	17	this	this	DET
fis-4294	98	18	study	study	NOUN
fis-4294	98	19	:	:	PUNCT
fis-4294	98	20	ebfs	ebfs	NOUN
fis-4294	98	21	in	in	ADP
fis-4294	98	22	all	all	DET
fis-4294	98	23	stories	story	NOUN
fis-4294	98	24	are	be	AUX
fis-4294	98	25	arranged	arrange	VERB
fis-4294	98	26	at	at	ADP
fis-4294	98	27	the	the	DET
fis-4294	98	28	corner	corner	NOUN
fis-4294	98	29	on	on	ADP
fis-4294	98	30	the	the	DET
fis-4294	98	31	perimeter	perimeter	NOUN
fis-4294	98	32	of	of	ADP
fis-4294	98	33	the	the	DET
fis-4294	98	34	buildings	building	NOUN
fis-4294	98	35	,	,	PUNCT
fis-4294	98	36	and	and	CCONJ
fis-4294	98	37	eccentric	eccentric	ADJ
fis-4294	98	38	x	x	NOUN
fis-4294	98	39	-	-	NOUN
fis-4294	98	40	braces	brace	NOUN
fis-4294	98	41	in	in	ADP
fis-4294	98	42	all	all	DET
fis-4294	98	43	stories	story	NOUN
fis-4294	98	44	are	be	AUX
fis-4294	98	45	arranged	arrange	VERB
fis-4294	98	46	at	at	ADP
fis-4294	98	47	the	the	DET
fis-4294	98	48	side	side	NOUN
fis-4294	98	49	on	on	ADP
fis-4294	98	50	the	the	DET
fis-4294	98	51	perimeter	perimeter	NOUN
fis-4294	98	52	of	of	ADP
fis-4294	98	53	the	the	DET
fis-4294	98	54	buildings	building	NOUN
fis-4294	98	55	.	.	PUNCT
fis-4294	99	1	as	as	ADP
fis-4294	99	2	seismic	seismic	ADJ
fis-4294	99	3	force	force	NOUN
fis-4294	99	4	-	-	PUNCT
fis-4294	99	5	resisting	resist	VERB
fis-4294	99	6	systems	system	NOUN
fis-4294	99	7	in	in	ADP
fis-4294	99	8	both	both	DET
fis-4294	99	9	orthogonal	orthogonal	ADJ
fis-4294	99	10	directions	direction	NOUN
fis-4294	99	11	,	,	PUNCT
fis-4294	99	12	the	the	DET
fis-4294	99	13	plan	plan	NOUN
fis-4294	99	14	and	and	CCONJ
fis-4294	99	15	3d	3d	NUM
fis-4294	99	16	elevation	elevation	NOUN
fis-4294	99	17	of	of	ADP
fis-4294	99	18	the	the	DET
fis-4294	99	19	studied	study	VERB
fis-4294	99	20	6	6	NUM
fis-4294	99	21	-	-	PUNCT
fis-4294	99	22	story	story	NOUN
fis-4294	99	23	,	,	PUNCT
fis-4294	99	24	9	9	NUM
fis-4294	99	25	-	-	PUNCT
fis-4294	99	26	story	story	NOUN
fis-4294	99	27	and	and	CCONJ
fis-4294	99	28	12	12	NUM
fis-4294	99	29	-	-	PUNCT
fis-4294	99	30	story	story	NOUN
fis-4294	99	31	with	with	ADP
fis-4294	99	32	corner	corner	NOUN
fis-4294	99	33	position	position	NOUN
fis-4294	99	34	of	of	ADP
fis-4294	99	35	steel	steel	NOUN
fis-4294	99	36	x	x	NOUN
fis-4294	99	37	-	-	NOUN
fis-4294	99	38	brace	brace	NOUN
fis-4294	99	39	(	(	PUNCT
fis-4294	99	40	sc	sc	PROPN
fis-4294	99	41	)	)	PUNCT
fis-4294	99	42	and	and	CCONJ
fis-4294	99	43	side	side	NOUN
fis-4294	99	44	(	(	PUNCT
fis-4294	99	45	ss	ss	NOUN
fis-4294	99	46	)	)	PUNCT
fis-4294	99	47	on	on	ADP
fis-4294	99	48	the	the	DET
fis-4294	99	49	perimeter	perimeter	NOUN
fis-4294	99	50	of	of	ADP
fis-4294	99	51	the	the	DET
fis-4294	99	52	buildings	building	NOUN
fis-4294	99	53	,	,	PUNCT
fis-4294	99	54	as	as	SCONJ
fis-4294	99	55	depicted	depict	VERB
fis-4294	99	56	in	in	ADP
fis-4294	99	57	figs	fig	NOUN
fis-4294	99	58	.	.	PUNCT
fis-4294	100	1	3	3	NUM
fis-4294	100	2	and	and	CCONJ
fis-4294	100	3	4	4	NUM
fis-4294	100	4	,	,	PUNCT
fis-4294	100	5	respectively	respectively	ADV
fis-4294	100	6	.	.	PUNCT
fis-4294	101	1	the	the	DET
fis-4294	101	2	alternative	alternative	ADJ
fis-4294	101	3	eccentricity	eccentricity	NOUN
fis-4294	101	4	of	of	ADP
fis-4294	101	5	bracing	brace	VERB
fis-4294	101	6	arrangement	arrangement	NOUN
fis-4294	101	7	of	of	ADP
fis-4294	101	8	ebf	ebf	PROPN
fis-4294	101	9	’s	’s	NOUN
fis-4294	101	10	of	of	ADP
fis-4294	101	11	steel	steel	NOUN
fis-4294	101	12	buildings	building	NOUN
fis-4294	101	13	are	be	AUX
fis-4294	101	14	shown	show	VERB
fis-4294	101	15	in	in	ADP
fis-4294	101	16	fig	fig	NOUN
fis-4294	101	17	.	.	PUNCT
fis-4294	102	1	5	5	X
fis-4294	102	2	.	.	X
fis-4294	102	3	tabs	tab	NOUN
fis-4294	102	4	.	.	PUNCT
fis-4294	103	1	2–3	2–3	NUM
fis-4294	103	2	illustrate	illustrate	VERB
fis-4294	103	3	the	the	DET
fis-4294	103	4	specifications	specification	NOUN
fis-4294	103	5	of	of	ADP
fis-4294	103	6	numbered	numbered	ADJ
fis-4294	103	7	steel	steel	NOUN
fis-4294	103	8	structures	structure	NOUN
fis-4294	103	9	with	with	ADP
fis-4294	103	10	six	six	NUM
fis-4294	103	11	-	-	PUNCT
fis-4294	103	12	story	story	NOUN
fis-4294	103	13	,	,	PUNCT
fis-4294	103	14	nine	nine	NUM
fis-4294	103	15	-	-	PUNCT
fis-4294	103	16	story	story	NOUN
fis-4294	103	17	,	,	PUNCT
fis-4294	103	18	and	and	CCONJ
fis-4294	103	19	twelve	twelve	NUM
fis-4294	103	20	-	-	PUNCT
fis-4294	103	21	story	story	NOUN
fis-4294	103	22	heights	height	NOUN
fis-4294	103	23	and	and	CCONJ
fis-4294	103	24	distinct	distinct	ADJ
fis-4294	103	25	x	x	ADJ
fis-4294	103	26	-	-	NOUN
fis-4294	103	27	brace	brace	NOUN
fis-4294	103	28	sections	section	NOUN
fis-4294	103	29	.	.	PUNCT
fis-4294	104	1	in	in	ADP
fis-4294	104	2	order	order	NOUN
fis-4294	104	3	to	to	PART
fis-4294	104	4	transfer	transfer	VERB
fis-4294	104	5	lateral	lateral	ADJ
fis-4294	104	6	stresses	stress	NOUN
fis-4294	104	7	to	to	ADP
fis-4294	104	8	the	the	DET
fis-4294	104	9	concentric	concentric	ADJ
fis-4294	104	10	braced	braced	NOUN
fis-4294	104	11	frames	frame	NOUN
fis-4294	104	12	(	(	PUNCT
fis-4294	104	13	cbfs	cbfs	NOUN
fis-4294	104	14	)	)	PUNCT
fis-4294	104	15	and	and	CCONJ
fis-4294	104	16	ebfs	ebfs	PROPN
fis-4294	104	17	,	,	PUNCT
fis-4294	104	18	the	the	DET
fis-4294	104	19	floor	floor	NOUN
fis-4294	104	20	system	system	NOUN
fis-4294	104	21	is	be	AUX
fis-4294	104	22	made	make	VERB
fis-4294	104	23	up	up	ADP
fis-4294	104	24	of	of	ADP
fis-4294	104	25	100	100	NUM
fis-4294	104	26	mm	mm	NOUN
fis-4294	104	27	thick	thick	ADJ
fis-4294	104	28	concrete	concrete	NOUN
fis-4294	104	29	on	on	ADP
fis-4294	104	30	a	a	DET
fis-4294	104	31	metal	metal	NOUN
fis-4294	104	32	deck	deck	NOUN
fis-4294	104	33	with	with	ADP
fis-4294	104	34	steel	steel	NOUN
fis-4294	104	35	shear	shear	NOUN
fis-4294	104	36	bolts	bolt	NOUN
fis-4294	104	37	welded	weld	VERB
fis-4294	104	38	to	to	ADP
fis-4294	104	39	floor	floor	NOUN
fis-4294	104	40	beams	beam	NOUN
fis-4294	104	41	and	and	CCONJ
fis-4294	104	42	cast	cast	NOUN
fis-4294	104	43	-	-	PUNCT
fis-4294	104	44	in	in	ADP
fis-4294	104	45	-	-	PUNCT
fis-4294	104	46	place	place	NOUN
fis-4294	104	47	concrete	concrete	ADJ
fis-4294	104	48	decking	decking	NOUN
fis-4294	104	49	with	with	ADP
fis-4294	104	50	a	a	DET
fis-4294	104	51	"	"	PUNCT
fis-4294	104	52	non	non	ADJ
fis-4294	104	53	-	-	ADJ
fis-4294	104	54	flexible	flexible	ADJ
fis-4294	104	55	"	"	PUNCT
fis-4294	104	56	diaphragm	diaphragm	NOUN
fis-4294	104	57	.	.	PUNCT
fis-4294	105	1	the	the	DET
fis-4294	105	2	x	x	NOUN
fis-4294	105	3	-	-	NOUN
fis-4294	105	4	type	type	NOUN
fis-4294	105	5	bracing	brace	VERB
fis-4294	105	6	system	system	NOUN
fis-4294	105	7	ensures	ensure	VERB
fis-4294	105	8	the	the	DET
fis-4294	105	9	lateral	lateral	ADJ
fis-4294	105	10	stability	stability	NOUN
fis-4294	105	11	of	of	ADP
fis-4294	105	12	the	the	DET
fis-4294	105	13	building	building	NOUN
fis-4294	105	14	frame	frame	NOUN
fis-4294	105	15	.	.	PUNCT
fis-4294	106	1	the	the	DET
fis-4294	106	2	columns	column	NOUN
fis-4294	106	3	and	and	CCONJ
fis-4294	106	4	girders	girder	NOUN
fis-4294	106	5	of	of	ADP
fis-4294	106	6	a	a	DET
fis-4294	106	7	''	''	PUNCT
fis-4294	106	8	gravity	gravity	NOUN
fis-4294	106	9	-	-	PUNCT
fis-4294	106	10	only	only	ADJ
fis-4294	106	11	frame	frame	NOUN
fis-4294	106	12	''	''	PUNCT
fis-4294	106	13	are	be	AUX
fis-4294	106	14	joined	join	VERB
fis-4294	106	15	utilizing	utilize	VERB
fis-4294	106	16	shear	shear	NOUN
fis-4294	106	17	beam	beam	NOUN
fis-4294	106	18	-	-	PUNCT
fis-4294	106	19	to	to	ADP
fis-4294	106	20	-	-	PUNCT
fis-4294	106	21	column	column	NOUN
fis-4294	106	22	connections	connection	NOUN
fis-4294	106	23	(	(	PUNCT
fis-4294	106	24	fully	fully	ADV
fis-4294	106	25	rigid	rigid	ADJ
fis-4294	106	26	)	)	PUNCT
fis-4294	106	27	,	,	PUNCT
fis-4294	106	28	which	which	PRON
fis-4294	106	29	can	can	AUX
fis-4294	106	30	only	only	ADV
fis-4294	106	31	support	support	VERB
fis-4294	106	32	the	the	DET
fis-4294	106	33	weight	weight	NOUN
fis-4294	106	34	of	of	ADP
fis-4294	106	35	gravity	gravity	NOUN
fis-4294	106	36	.	.	PUNCT
fis-4294	107	1	dead	dead	ADJ
fis-4294	107	2	and	and	CCONJ
fis-4294	107	3	live	live	ADJ
fis-4294	107	4	loads	load	NOUN
fis-4294	107	5	for	for	ADP
fis-4294	107	6	homes	home	NOUN
fis-4294	107	7	are	be	AUX
fis-4294	107	8	expected	expect	VERB
fis-4294	107	9	to	to	PART
fis-4294	107	10	operate	operate	VERB
fis-4294	107	11	on	on	ADP
fis-4294	107	12	the	the	DET
fis-4294	107	13	structure	structure	NOUN
fis-4294	107	14	in	in	ADP
fis-4294	107	15	s	s	PROPN
fis-4294	107	16	t	t	PROPN
fis-4294	107	17	a.	a.	NOUN
fis-4294	107	18	j.	j.	PROPN
fis-4294	107	19	abdulridha	abdulridha	PROPN
fis-4294	107	20	,	,	PUNCT
fis-4294	107	21	frattura	frattura	PROPN
fis-4294	107	22	ed	ed	PROPN
fis-4294	107	23	integrità	integrità	PROPN
fis-4294	107	24	strutturale	strutturale	PROPN
fis-4294	107	25	,	,	PUNCT
fis-4294	107	26	66	66	NUM
fis-4294	107	27	(	(	PUNCT
fis-4294	107	28	2023	2023	NUM
fis-4294	107	29	)	)	PUNCT
fis-4294	107	30	273	273	NUM
fis-4294	107	31	-	-	SYM
fis-4294	107	32	296	296	NUM
fis-4294	107	33	;	;	PUNCT
fis-4294	107	34	doi	doi	NOUN
fis-4294	107	35	:	:	PUNCT
fis-4294	107	36	10.3221	10.3221	NUM
fis-4294	107	37	/	/	SYM
fis-4294	107	38	igf	igf	PROPN
fis-4294	107	39	-	-	NOUN
fis-4294	107	40	esis.66.17	esis.66.17	PROPN
fis-4294	107	41	276	276	NUM
fis-4294	107	42	addition	addition	NOUN
fis-4294	107	43	to	to	ADP
fis-4294	107	44	lateral	lateral	ADJ
fis-4294	107	45	stresses	stress	NOUN
fis-4294	107	46	brought	bring	VERB
fis-4294	107	47	on	on	ADP
fis-4294	107	48	by	by	ADP
fis-4294	107	49	earthquake	earthquake	NOUN
fis-4294	107	50	base	base	NOUN
fis-4294	107	51	excitation	excitation	NOUN
fis-4294	107	52	.	.	PUNCT
fis-4294	108	1	using	use	VERB
fis-4294	108	2	the	the	DET
fis-4294	108	3	etabs	etab	NOUN
fis-4294	108	4	software	software	NOUN
fis-4294	108	5	,	,	PUNCT
fis-4294	108	6	we	we	PRON
fis-4294	108	7	determined	determine	VERB
fis-4294	108	8	the	the	DET
fis-4294	108	9	active	active	ADJ
fis-4294	108	10	gravity	gravity	NOUN
fis-4294	108	11	load	load	NOUN
fis-4294	108	12	to	to	PART
fis-4294	108	13	be	be	AUX
fis-4294	108	14	(	(	PUNCT
fis-4294	108	15	self	self	NOUN
fis-4294	108	16	-	-	PUNCT
fis-4294	108	17	weight	weight	NOUN
fis-4294	108	18	)	)	PUNCT
fis-4294	108	19	,	,	PUNCT
fis-4294	108	20	and	and	CCONJ
fis-4294	108	21	we	we	PRON
fis-4294	108	22	set	set	VERB
fis-4294	108	23	the	the	DET
fis-4294	108	24	superimposed	superimpose	VERB
fis-4294	108	25	dead	dead	ADJ
fis-4294	108	26	load	load	NOUN
fis-4294	108	27	on	on	ADP
fis-4294	108	28	each	each	DET
fis-4294	108	29	level	level	NOUN
fis-4294	108	30	to	to	ADP
fis-4294	108	31	2.5	2.5	NUM
fis-4294	108	32	kn	kn	PROPN
fis-4294	108	33	/	/	SYM
fis-4294	108	34	m2	m2	PROPN
fis-4294	108	35	.	.	PUNCT
fis-4294	109	1	the	the	DET
fis-4294	109	2	total	total	ADJ
fis-4294	109	3	live	live	ADJ
fis-4294	109	4	load	load	NOUN
fis-4294	109	5	,	,	PUNCT
fis-4294	109	6	including	include	VERB
fis-4294	109	7	the	the	DET
fis-4294	109	8	terrace	terrace	NOUN
fis-4294	109	9	,	,	PUNCT
fis-4294	109	10	was	be	AUX
fis-4294	109	11	calculated	calculate	VERB
fis-4294	109	12	to	to	PART
fis-4294	109	13	be	be	AUX
fis-4294	109	14	4.79	4.79	NUM
fis-4294	109	15	kn	kn	PROPN
fis-4294	109	16	/	/	SYM
fis-4294	109	17	m2	m2	PROPN
fis-4294	109	18	using	use	VERB
fis-4294	109	19	asce	asce	PROPN
fis-4294	109	20	7	7	NUM
fis-4294	110	1	[	[	X
fis-4294	110	2	48	48	NUM
fis-4294	110	3	]	]	PUNCT
fis-4294	110	4	.	.	PUNCT
fis-4294	111	1	figure	figure	VERB
fis-4294	111	2	3	3	NUM
fis-4294	111	3	:	:	PUNCT
fis-4294	111	4	plan	plan	NOUN
fis-4294	111	5	and	and	CCONJ
fis-4294	111	6	3d	3d	NUM
fis-4294	111	7	elevation	elevation	NOUN
fis-4294	111	8	of	of	ADP
fis-4294	111	9	the	the	DET
fis-4294	111	10	studied	study	VERB
fis-4294	111	11	6	6	NUM
fis-4294	111	12	-	-	PUNCT
fis-4294	111	13	story	story	NOUN
fis-4294	111	14	,	,	PUNCT
fis-4294	111	15	9	9	NUM
fis-4294	111	16	-	-	PUNCT
fis-4294	111	17	story	story	NOUN
fis-4294	111	18	and	and	CCONJ
fis-4294	111	19	12	12	NUM
fis-4294	111	20	-	-	PUNCT
fis-4294	111	21	story	story	NOUN
fis-4294	111	22	with	with	ADP
fis-4294	111	23	corner	corner	NOUN
fis-4294	111	24	position	position	NOUN
fis-4294	111	25	of	of	ADP
fis-4294	111	26	steel	steel	NOUN
fis-4294	111	27	x	x	NOUN
fis-4294	111	28	-	-	NOUN
fis-4294	111	29	brace	brace	NOUN
fis-4294	111	30	(	(	PUNCT
fis-4294	111	31	sc	sc	PROPN
fis-4294	111	32	)	)	PUNCT
fis-4294	111	33	.	.	PUNCT
fis-4294	112	1	a.	a.	PROPN
fis-4294	112	2	j.	j.	PROPN
fis-4294	112	3	abdulridha	abdulridha	PROPN
fis-4294	112	4	,	,	PUNCT
fis-4294	112	5	frattura	frattura	PROPN
fis-4294	112	6	ed	ed	PROPN
fis-4294	112	7	integrità	integrità	PROPN
fis-4294	112	8	strutturale	strutturale	PROPN
fis-4294	112	9	,	,	PUNCT
fis-4294	112	10	66	66	NUM
fis-4294	112	11	(	(	PUNCT
fis-4294	112	12	2023	2023	NUM
fis-4294	112	13	)	)	PUNCT
fis-4294	112	14	273	273	NUM
fis-4294	112	15	-	-	SYM
fis-4294	112	16	296	296	NUM
fis-4294	112	17	;	;	PUNCT
fis-4294	112	18	doi	doi	NOUN
fis-4294	112	19	:	:	PUNCT
fis-4294	112	20	10.3221	10.3221	NUM
fis-4294	112	21	/	/	SYM
fis-4294	112	22	igf	igf	PROPN
fis-4294	112	23	-	-	ADJ
fis-4294	112	24	esis.66.17	esis.66.17	PROPN
fis-4294	112	25	277	277	NUM
fis-4294	112	26	figure	figure	NOUN
fis-4294	112	27	4	4	NUM
fis-4294	112	28	:	:	PUNCT
fis-4294	112	29	plan	plan	NOUN
fis-4294	112	30	and	and	CCONJ
fis-4294	112	31	3d	3d	NUM
fis-4294	112	32	elevation	elevation	NOUN
fis-4294	112	33	of	of	ADP
fis-4294	112	34	the	the	DET
fis-4294	112	35	studied	study	VERB
fis-4294	112	36	6	6	NUM
fis-4294	112	37	-	-	PUNCT
fis-4294	112	38	story	story	NOUN
fis-4294	112	39	,	,	PUNCT
fis-4294	112	40	9	9	NUM
fis-4294	112	41	-	-	PUNCT
fis-4294	112	42	story	story	NOUN
fis-4294	112	43	and	and	CCONJ
fis-4294	112	44	12	12	NUM
fis-4294	112	45	-	-	PUNCT
fis-4294	112	46	story	story	NOUN
fis-4294	112	47	with	with	ADP
fis-4294	112	48	side	side	NOUN
fis-4294	112	49	position	position	NOUN
fis-4294	112	50	of	of	ADP
fis-4294	112	51	steel	steel	NOUN
fis-4294	112	52	x	x	NOUN
fis-4294	112	53	-	-	NOUN
fis-4294	112	54	brace	brace	NOUN
fis-4294	112	55	(	(	PUNCT
fis-4294	112	56	ss	ss	NOUN
fis-4294	112	57	)	)	PUNCT
fis-4294	112	58	.	.	PUNCT
fis-4294	113	1	figure	figure	VERB
fis-4294	113	2	5	5	NUM
fis-4294	113	3	:	:	PUNCT
fis-4294	113	4	alternative	alternative	ADJ
fis-4294	113	5	eccentricity	eccentricity	NOUN
fis-4294	113	6	of	of	ADP
fis-4294	113	7	bracing	brace	VERB
fis-4294	113	8	arrangement	arrangement	NOUN
fis-4294	113	9	of	of	ADP
fis-4294	113	10	ebf	ebf	PROPN
fis-4294	113	11	’s	’s	NOUN
fis-4294	113	12	of	of	ADP
fis-4294	113	13	steel	steel	NOUN
fis-4294	113	14	buildings	building	NOUN
fis-4294	113	15	.	.	PUNCT
fis-4294	114	1	a.	a.	PROPN
fis-4294	114	2	j.	j.	PROPN
fis-4294	114	3	abdulridha	abdulridha	PROPN
fis-4294	114	4	,	,	PUNCT
fis-4294	114	5	frattura	frattura	PROPN
fis-4294	114	6	ed	ed	PROPN
fis-4294	114	7	integrità	integrità	PROPN
fis-4294	114	8	strutturale	strutturale	PROPN
fis-4294	114	9	,	,	PUNCT
fis-4294	114	10	66	66	NUM
fis-4294	114	11	(	(	PUNCT
fis-4294	114	12	2023	2023	NUM
fis-4294	114	13	)	)	PUNCT
fis-4294	114	14	273	273	NUM
fis-4294	114	15	-	-	SYM
fis-4294	114	16	296	296	NUM
fis-4294	114	17	;	;	PUNCT
fis-4294	114	18	doi	doi	NOUN
fis-4294	114	19	:	:	PUNCT
fis-4294	114	20	10.3221	10.3221	NUM
fis-4294	114	21	/	/	SYM
fis-4294	114	22	igf	igf	PROPN
fis-4294	114	23	-	-	ADJ
fis-4294	114	24	esis.66.17	esis.66.17	PROPN
fis-4294	114	25	278	278	NUM
fis-4294	114	26	xbrace	xbrace	NOUN
fis-4294	114	27	section	section	NOUN
fis-4294	114	28	area	area	NOUN
fis-4294	114	29	(	(	PUNCT
fis-4294	114	30	mm2	mm2	NOUN
fis-4294	114	31	)	)	PUNCT
fis-4294	114	32	depth	depth	NOUN
fis-4294	114	33	(	(	PUNCT
fis-4294	114	34	mm	mm	NOUN
fis-4294	114	35	)	)	PUNCT
fis-4294	114	36	web	web	NOUN
fis-4294	114	37	thickness	thickness	NOUN
fis-4294	114	38	(	(	PUNCT
fis-4294	114	39	mm	mm	NOUN
fis-4294	114	40	)	)	PUNCT
fis-4294	114	41	flange	flange	NOUN
fis-4294	114	42	width	width	NOUN
fis-4294	114	43	(	(	PUNCT
fis-4294	114	44	mm	mm	NOUN
fis-4294	114	45	)	)	PUNCT
fis-4294	114	46	flange	flange	NOUN
fis-4294	114	47	thickness	thickness	NOUN
fis-4294	114	48	(	(	PUNCT
fis-4294	114	49	mm	mm	NOUN
fis-4294	114	50	)	)	PUNCT
fis-4294	114	51	ix	ix	PROPN
fis-4294	114	52	(	(	PUNCT
fis-4294	114	53	mm⁴	mm⁴	NOUN
fis-4294	114	54	)	)	PUNCT
fis-4294	114	55	iy	iy	PROPN
fis-4294	114	56	(	(	PUNCT
fis-4294	114	57	mm⁴	mm⁴	PROPN
fis-4294	114	58	)	)	PUNCT
fis-4294	114	59	sx	sx	PROPN
fis-4294	114	60	(	(	PUNCT
fis-4294	114	61	mm³	mm³	PROPN
fis-4294	114	62	)	)	PUNCT
fis-4294	115	1	sy	sy	PROPN
fis-4294	115	2	(	(	PUNCT
fis-4294	115	3	mm³	mm³	PROPN
fis-4294	115	4	)	)	PUNCT
fis-4294	115	5	zx	zx	PROPN
fis-4294	115	6	(	(	PUNCT
fis-4294	115	7	mm³	mm³	PROPN
fis-4294	115	8	)	)	PUNCT
fis-4294	116	1	zy	zy	PROPN
fis-4294	116	2	(	(	PUNCT
fis-4294	116	3	mm³	mm³	NOUN
fis-4294	116	4	)	)	PUNCT
fis-4294	116	5	weight	weight	NOUN
fis-4294	116	6	(	(	PUNCT
fis-4294	116	7	kg	kg	NOUN
fis-4294	116	8	/	/	SYM
fis-4294	116	9	m	m	NOUN
fis-4294	116	10	)	)	PUNCT
fis-4294	116	11	kl	kl	PROPN
fis-4294	116	12	/	/	SYM
fis-4294	116	13	r	r	NOUN
fis-4294	116	14	w6x12	w6x12	NUM
fis-4294	116	15	2290	2290	NUM
fis-4294	116	16	153	153	NUM
fis-4294	116	17	5.84	5.84	NUM
fis-4294	116	18	102	102	NUM
fis-4294	116	19	7.11	7.11	NUM
fis-4294	116	20	9.2×10⁶	9.2×10⁶	NUM
fis-4294	116	21	1.24×10⁶	1.24×10⁶	NUM
fis-4294	116	22	120×10³	120×10³	NUM
fis-4294	116	23	24.6×10³	24.6×10³	NUM
fis-4294	116	24	136×10³	136×10³	NUM
fis-4294	116	25	38×10³	38×10³	NUM
fis-4294	116	26	18	18	NUM
fis-4294	116	27	6.24	6.24	NUM
fis-4294	116	28	w6x15	w6x15	ADJ
fis-4294	116	29	2860	2860	NUM
fis-4294	116	30	152	152	NUM
fis-4294	116	31	5.84	5.84	NUM
fis-4294	116	32	152	152	NUM
fis-4294	116	33	6.6	6.6	NUM
fis-4294	116	34	12.1×10⁶	12.1×10⁶	NOUN
fis-4294	116	35	3.88×10⁶	3.88×10⁶	NOUN
fis-4294	116	36	159×10³	159×10³	NUM
fis-4294	116	37	51×10³	51×10³	NUM
fis-4294	116	38	177×10³	177×10³	NUM
fis-4294	116	39	77.8×10³	77.8×10³	NOUN
fis-4294	116	40	22.5	22.5	NUM
fis-4294	116	41	3.47	3.47	NUM
fis-4294	116	42	w6x16	w6x16	NOUN
fis-4294	116	43	3060	3060	NUM
fis-4294	116	44	160	160	NUM
fis-4294	116	45	6.6	6.6	NUM
fis-4294	116	46	102	102	NUM
fis-4294	116	47	10.3	10.3	NUM
fis-4294	116	48	13.4×10⁶	13.4×10⁶	NUM
fis-4294	116	49	1.84×10⁶	1.84×10⁶	NUM
fis-4294	116	50	167×10³	167×10³	NUM
fis-4294	116	51	36.1×10³	36.1×10³	NUM
fis-4294	116	52	192×10³	192×10³	NUM
fis-4294	116	53	55.6×10³	55.6×10³	NOUN
fis-4294	116	54	24	24	NUM
fis-4294	116	55	6.59	6.59	NUM
fis-4294	116	56	w6x20	w6x20	NOUN
fis-4294	116	57	3790	3790	NUM
fis-4294	116	58	157	157	NUM
fis-4294	116	59	6.6	6.6	NUM
fis-4294	116	60	153	153	NUM
fis-4294	116	61	9.27	9.27	NUM
fis-4294	116	62	17.2×10⁶	17.2×10⁶	PROPN
fis-4294	116	63	5.54×10⁶	5.54×10⁶	NUM
fis-4294	116	64	220×10³	220×10³	NUM
fis-4294	116	65	72.3×10³	72.3×10³	NOUN
fis-4294	117	1	246×10³	246×10³	NUM
fis-4294	117	2	110×10³	110×10³	NUM
fis-4294	117	3	29.8	29.8	NUM
fis-4294	117	4	3.63	3.63	NUM
fis-4294	117	5	w6x25	w6x25	X
fis-4294	117	6	4740	4740	NUM
fis-4294	117	7	162	162	NUM
fis-4294	117	8	8.13	8.13	NUM
fis-4294	117	9	154	154	NUM
fis-4294	117	10	11.6	11.6	NUM
fis-4294	117	11	22.2×10⁶	22.2×10⁶	NOUN
fis-4294	117	12	7.12×10⁶	7.12×10⁶	NUM
fis-4294	117	13	274×10³	274×10³	NUM
fis-4294	117	14	91.9×10³	91.9×10³	NOUN
fis-4294	117	15	310×10³	310×10³	NUM
fis-4294	117	16	140×10³	140×10³	NUM
fis-4294	117	17	37.1	37.1	NUM
fis-4294	117	18	3.97	3.97	NUM
fis-4294	117	19	table	table	NOUN
fis-4294	117	20	1	1	NUM
fis-4294	117	21	:	:	PUNCT
fis-4294	117	22	details	detail	NOUN
fis-4294	117	23	of	of	ADP
fis-4294	117	24	the	the	DET
fis-4294	117	25	sections	section	NOUN
fis-4294	117	26	properties	property	NOUN
fis-4294	117	27	of	of	ADP
fis-4294	117	28	steel	steel	NOUN
fis-4294	117	29	x	x	NOUN
fis-4294	117	30	-	-	NOUN
fis-4294	117	31	brace	brace	NOUN
fis-4294	117	32	(	(	PUNCT
fis-4294	117	33	w-6x12	w-6x12	PROPN
fis-4294	117	34	,	,	PUNCT
fis-4294	117	35	w-6x15	w-6x15	PROPN
fis-4294	117	36	,	,	PUNCT
fis-4294	117	37	w-6x16	w-6x16	NOUN
fis-4294	117	38	,	,	PUNCT
fis-4294	117	39	w-6x20	w-6x20	NOUN
fis-4294	117	40	and	and	CCONJ
fis-4294	117	41	w-6x25	w-6x25	PROPN
fis-4294	117	42	)	)	PUNCT
fis-4294	117	43	.	.	PUNCT
fis-4294	118	1	no	no	INTJ
fis-4294	118	2	.	.	NOUN
fis-4294	119	1	of	of	ADP
fis-4294	119	2	story	story	NOUN
fis-4294	119	3	story	story	NOUN
fis-4294	119	4	no	no	NOUN
fis-4294	119	5	.	.	PUNCT
fis-4294	120	1	eccentricity	eccentricity	NOUN
fis-4294	120	2	(	(	PUNCT
fis-4294	120	3	mm	mm	NOUN
fis-4294	120	4	)	)	PUNCT
fis-4294	120	5	x	x	NOUN
fis-4294	120	6	-	-	NOUN
fis-4294	120	7	brace	brace	NOUN
fis-4294	120	8	position	position	NOUN
fis-4294	120	9	(	(	PUNCT
fis-4294	120	10	corner	corner	NOUN
fis-4294	120	11	)	)	PUNCT
fis-4294	120	12	x	x	NOUN
fis-4294	120	13	-	-	PUNCT
fis-4294	120	14	brace	brace	NOUN
fis-4294	120	15	position	position	NOUN
fis-4294	120	16	(	(	PUNCT
fis-4294	120	17	side	side	NOUN
fis-4294	120	18	)	)	PUNCT
fis-4294	120	19	building	building	NOUN
fis-4294	120	20	code	code	NOUN
fis-4294	120	21	beam	beam	NOUN
fis-4294	120	22	section	section	NOUN
fis-4294	120	23	column	column	PROPN
fis-4294	120	24	section	section	PROPN
fis-4294	120	25	brace	brace	PROPN
fis-4294	120	26	section	section	PROPN
fis-4294	120	27	building	building	PROPN
fis-4294	120	28	code	code	NOUN
fis-4294	120	29	beam	beam	PROPN
fis-4294	120	30	section	section	NOUN
fis-4294	120	31	column	column	PROPN
fis-4294	120	32	section	section	PROPN
fis-4294	120	33	brace	brace	PROPN
fis-4294	120	34	section	section	NOUN
fis-4294	120	35	6	6	NUM
fis-4294	120	36	1	1	NUM
fis-4294	120	37	0	0	NUM
fis-4294	120	38	sc6	sc6	ADJ
fis-4294	120	39	-	-	PUNCT
fis-4294	120	40	b16	b16	NOUN
fis-4294	120	41	-	-	PUNCT
fis-4294	120	42	1	1	NUM
fis-4294	120	43	w10x30	w10x30	PROPN
fis-4294	120	44	w8x24	w8x24	PROPN
fis-4294	120	45	w6x16	w6x16	PROPN
fis-4294	120	46	ss6	ss6	PROPN
fis-4294	120	47	-	-	PUNCT
fis-4294	120	48	b16	b16	PROPN
fis-4294	120	49	-	-	PUNCT
fis-4294	120	50	1	1	NUM
fis-4294	120	51	w10x30	w10x30	PROPN
fis-4294	120	52	w8x24	w8x24	VERB
fis-4294	120	53	w6x16	w6x16	PROPN
fis-4294	120	54	2	2	NUM
fis-4294	120	55	w10x30	w10x30	PROPN
fis-4294	120	56	w8x24	w8x24	PROPN
fis-4294	120	57	w6x16	w6x16	PROPN
fis-4294	120	58	w10x30	w10x30	PROPN
fis-4294	120	59	w8x24	w8x24	VERB
fis-4294	120	60	w6x16	w6x16	PROPN
fis-4294	120	61	3	3	NUM
fis-4294	120	62	w10x30	w10x30	PROPN
fis-4294	120	63	w8x20	w8x20	ADJ
fis-4294	120	64	w6x16	w6x16	PROPN
fis-4294	120	65	w10x30	w10x30	PROPN
fis-4294	120	66	w8x20	w8x20	ADJ
fis-4294	120	67	w6x16	w6x16	PROPN
fis-4294	120	68	4	4	NUM
fis-4294	120	69	w10x26	w10x26	NOUN
fis-4294	120	70	w8x20	w8x20	X
fis-4294	120	71	w6x16	w6x16	PROPN
fis-4294	120	72	w10x26	w10x26	NOUN
fis-4294	120	73	w8x20	w8x20	X
fis-4294	120	74	w6x16	w6x16	PROPN
fis-4294	120	75	5	5	NUM
fis-4294	120	76	w10x26	w10x26	NOUN
fis-4294	120	77	w6x20	w6x20	ADJ
fis-4294	120	78	w6x16	w6x16	PROPN
fis-4294	120	79	w10x26	w10x26	NOUN
fis-4294	120	80	w6x20	w6x20	PROPN
fis-4294	120	81	w6x16	w6x16	PROPN
fis-4294	120	82	6	6	NUM
fis-4294	120	83	w10x26	w10x26	NOUN
fis-4294	120	84	w6x20	w6x20	X
fis-4294	120	85	w6x16	w6x16	PROPN
fis-4294	120	86	w10x26	w10x26	NOUN
fis-4294	120	87	w6x20	w6x20	PROPN
fis-4294	120	88	w6x16	w6x16	PROPN
fis-4294	120	89	9	9	NUM
fis-4294	120	90	1	1	NUM
fis-4294	120	91	0	0	NUM
fis-4294	120	92	sc9	sc9	NOUN
fis-4294	120	93	-	-	PUNCT
fis-4294	120	94	b16	b16	NOUN
fis-4294	120	95	-	-	PUNCT
fis-4294	120	96	1	1	NUM
fis-4294	120	97	w10x33	w10x33	NOUN
fis-4294	120	98	w10x39	w10x39	PROPN
fis-4294	120	99	w6x16	w6x16	PROPN
fis-4294	120	100	ss9	ss9	PROPN
fis-4294	120	101	-	-	PUNCT
fis-4294	120	102	b16	b16	PROPN
fis-4294	120	103	-	-	PUNCT
fis-4294	120	104	1	1	NUM
fis-4294	120	105	w10x33	w10x33	NOUN
fis-4294	120	106	w10x39	w10x39	NOUN
fis-4294	120	107	w6x16	w6x16	NOUN
fis-4294	120	108	2	2	NUM
fis-4294	120	109	w10x33	w10x33	NOUN
fis-4294	120	110	w10x39	w10x39	NOUN
fis-4294	120	111	w6x16	w6x16	NOUN
fis-4294	120	112	w10x33	w10x33	NOUN
fis-4294	120	113	w10x39	w10x39	PROPN
fis-4294	120	114	w6x16	w6x16	NOUN
fis-4294	120	115	3	3	NUM
fis-4294	120	116	w10x33	w10x33	NOUN
fis-4294	120	117	w10x39	w10x39	NOUN
fis-4294	120	118	w6x16	w6x16	NOUN
fis-4294	120	119	w10x33	w10x33	NOUN
fis-4294	120	120	w10x39	w10x39	PROPN
fis-4294	120	121	w6x16	w6x16	PROPN
fis-4294	120	122	4	4	NUM
fis-4294	120	123	w10x30	w10x30	PROPN
fis-4294	120	124	w10x31	w10x31	PROPN
fis-4294	120	125	w6x16	w6x16	PROPN
fis-4294	120	126	w10x30	w10x30	PROPN
fis-4294	120	127	w10x31	w10x31	PROPN
fis-4294	120	128	w6x16	w6x16	PROPN
fis-4294	120	129	5	5	NUM
fis-4294	120	130	w10x30	w10x30	PROPN
fis-4294	120	131	w10x31	w10x31	PROPN
fis-4294	120	132	w6x16	w6x16	PROPN
fis-4294	120	133	w10x30	w10x30	PROPN
fis-4294	120	134	w10x31	w10x31	PROPN
fis-4294	120	135	w6x16	w6x16	PROPN
fis-4294	120	136	6	6	NUM
fis-4294	120	137	w10x30	w10x30	PROPN
fis-4294	120	138	w10x31	w10x31	PROPN
fis-4294	120	139	w6x16	w6x16	PROPN
fis-4294	120	140	w10x30	w10x30	PROPN
fis-4294	120	141	w10x31	w10x31	PROPN
fis-4294	120	142	w6x16	w6x16	PROPN
fis-4294	120	143	7	7	NUM
fis-4294	120	144	w10x26	w10x26	NOUN
fis-4294	120	145	w8x31	w8x31	PROPN
fis-4294	121	1	w6x16	w6x16	PROPN
fis-4294	121	2	w10x26	w10x26	PROPN
fis-4294	121	3	w8x31	w8x31	PROPN
fis-4294	121	4	w6x16	w6x16	PROPN
fis-4294	121	5	8	8	NUM
fis-4294	121	6	w10x26	w10x26	NOUN
fis-4294	121	7	w8x31	w8x31	PROPN
fis-4294	121	8	w6x16	w6x16	PROPN
fis-4294	121	9	w10x26	w10x26	PROPN
fis-4294	121	10	w8x31	w8x31	PROPN
fis-4294	121	11	w6x16	w6x16	PROPN
fis-4294	121	12	9	9	NUM
fis-4294	121	13	w10x26	w10x26	NOUN
fis-4294	121	14	w8x31	w8x31	PROPN
fis-4294	121	15	w6x16	w6x16	PROPN
fis-4294	121	16	w10x26	w10x26	PROPN
fis-4294	121	17	w8x31	w8x31	PROPN
fis-4294	121	18	w6x16	w6x16	NOUN
fis-4294	121	19	12	12	NUM
fis-4294	121	20	1	1	NUM
fis-4294	121	21	0	0	NUM
fis-4294	122	1	sc12	sc12	PROPN
fis-4294	122	2	-	-	PUNCT
fis-4294	122	3	b16	b16	PROPN
fis-4294	122	4	-	-	PUNCT
fis-4294	122	5	1	1	NUM
fis-4294	122	6	w10x39	w10x39	NOUN
fis-4294	122	7	w12x45	w12x45	NOUN
fis-4294	122	8	w6x16	w6x16	PROPN
fis-4294	123	1	ss12	ss12	PROPN
fis-4294	123	2	-	-	PUNCT
fis-4294	123	3	b16	b16	PROPN
fis-4294	123	4	-	-	PUNCT
fis-4294	123	5	1	1	NUM
fis-4294	123	6	w10x39	w10x39	NOUN
fis-4294	123	7	w12x45	w12x45	NOUN
fis-4294	123	8	w6x16	w6x16	NOUN
fis-4294	123	9	2	2	NUM
fis-4294	123	10	w10x39	w10x39	NOUN
fis-4294	123	11	w12x45	w12x45	NOUN
fis-4294	123	12	w6x16	w6x16	PROPN
fis-4294	123	13	w10x39	w10x39	PROPN
fis-4294	123	14	w12x45	w12x45	NOUN
fis-4294	123	15	w6x16	w6x16	PROPN
fis-4294	123	16	3	3	NUM
fis-4294	123	17	w10x39	w10x39	PROPN
fis-4294	123	18	w12x45	w12x45	NOUN
fis-4294	123	19	w6x16	w6x16	PROPN
fis-4294	123	20	w10x39	w10x39	PROPN
fis-4294	123	21	w12x45	w12x45	NOUN
fis-4294	123	22	w6x16	w6x16	NOUN
fis-4294	123	23	4	4	NUM
fis-4294	123	24	w10x33	w10x33	NOUN
fis-4294	123	25	w12x45	w12x45	NOUN
fis-4294	123	26	w6x16	w6x16	PROPN
fis-4294	123	27	w10x33	w10x33	NOUN
fis-4294	123	28	w12x45	w12x45	PROPN
fis-4294	123	29	w6x16	w6x16	NOUN
fis-4294	123	30	5	5	NUM
fis-4294	123	31	w10x33	w10x33	NOUN
fis-4294	123	32	w10x39	w10x39	NOUN
fis-4294	123	33	w6x16	w6x16	PROPN
fis-4294	123	34	w10x33	w10x33	NOUN
fis-4294	123	35	w10x39	w10x39	PROPN
fis-4294	123	36	w6x16	w6x16	NOUN
fis-4294	123	37	6	6	NUM
fis-4294	123	38	w10x33	w10x33	NOUN
fis-4294	123	39	w10x39	w10x39	NOUN
fis-4294	123	40	w6x16	w6x16	PROPN
fis-4294	123	41	w10x33	w10x33	NOUN
fis-4294	123	42	w10x39	w10x39	PROPN
fis-4294	123	43	w6x16	w6x16	PROPN
fis-4294	123	44	7	7	NUM
fis-4294	123	45	w10x30	w10x30	PROPN
fis-4294	123	46	w10x39	w10x39	VERB
fis-4294	123	47	w6x16	w6x16	PROPN
fis-4294	123	48	w10x30	w10x30	PROPN
fis-4294	123	49	w10x39	w10x39	VERB
fis-4294	123	50	w6x16	w6x16	PROPN
fis-4294	123	51	8	8	NUM
fis-4294	123	52	w10x30	w10x30	PROPN
fis-4294	123	53	w10x39	w10x39	VERB
fis-4294	123	54	w6x16	w6x16	PROPN
fis-4294	123	55	w10x30	w10x30	PROPN
fis-4294	123	56	w10x39	w10x39	VERB
fis-4294	123	57	w6x16	w6x16	PROPN
fis-4294	123	58	9	9	NUM
fis-4294	123	59	w10x30	w10x30	NOUN
fis-4294	123	60	w8x35	w8x35	VERB
fis-4294	123	61	w6x16	w6x16	PROPN
fis-4294	123	62	w10x30	w10x30	PROPN
fis-4294	123	63	w8x35	w8x35	VERB
fis-4294	123	64	w6x16	w6x16	PROPN
fis-4294	123	65	10	10	NUM
fis-4294	123	66	w10x26	w10x26	NOUN
fis-4294	123	67	w8x35	w8x35	AUX
fis-4294	123	68	w6x16	w6x16	PROPN
fis-4294	123	69	w10x26	w10x26	NOUN
fis-4294	123	70	w8x35	w8x35	VERB
fis-4294	123	71	w6x16	w6x16	PROPN
fis-4294	123	72	11	11	NUM
fis-4294	123	73	w10x26	w10x26	NOUN
fis-4294	123	74	w8x35	w8x35	AUX
fis-4294	123	75	w6x16	w6x16	PROPN
fis-4294	123	76	w10x26	w10x26	NOUN
fis-4294	123	77	w8x35	w8x35	VERB
fis-4294	123	78	w6x16	w6x16	PROPN
fis-4294	123	79	12	12	NUM
fis-4294	123	80	w10x26	w10x26	NOUN
fis-4294	123	81	w8x35	w8x35	VERB
fis-4294	123	82	w6x16	w6x16	PROPN
fis-4294	123	83	w10x26	w10x26	NOUN
fis-4294	123	84	w8x35	w8x35	VERB
fis-4294	123	85	w6x16	w6x16	PROPN
fis-4294	123	86	table	table	NOUN
fis-4294	123	87	2	2	NUM
fis-4294	123	88	:	:	PUNCT
fis-4294	123	89	details	detail	NOUN
fis-4294	123	90	of	of	ADP
fis-4294	123	91	the	the	DET
fis-4294	123	92	members	member	NOUN
fis-4294	123	93	design	design	NOUN
fis-4294	123	94	of	of	ADP
fis-4294	123	95	steel	steel	NOUN
fis-4294	123	96	buildings	building	NOUN
fis-4294	123	97	with	with	ADP
fis-4294	123	98	6	6	NUM
fis-4294	123	99	,	,	PUNCT
fis-4294	123	100	9	9	NUM
fis-4294	123	101	and	and	CCONJ
fis-4294	123	102	12	12	NUM
fis-4294	123	103	-	-	PUNCT
fis-4294	123	104	story	story	NOUN
fis-4294	123	105	with	with	ADP
fis-4294	123	106	concentric	concentric	ADJ
fis-4294	123	107	x	x	NOUN
fis-4294	123	108	-	-	NOUN
fis-4294	123	109	brace	brace	NOUN
fis-4294	123	110	.	.	PUNCT
fis-4294	124	1	no	no	INTJ
fis-4294	124	2	.	.	NOUN
fis-4294	125	1	of	of	ADP
fis-4294	125	2	story	story	NOUN
fis-4294	125	3	x	x	NOUN
fis-4294	125	4	-	-	NOUN
fis-4294	125	5	brace	brace	NOUN
fis-4294	125	6	position	position	NOUN
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fis-4294	125	9	mm	mm	NOUN
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fis-4294	125	25	section	section	PROPN
fis-4294	125	26	building	building	PROPN
fis-4294	125	27	code	code	PROPN
fis-4294	125	28	brace	brace	NOUN
fis-4294	125	29	section	section	PROPN
fis-4294	125	30	building	building	PROPN
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fis-4294	125	34	6	6	NUM
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fis-4294	125	36	0	0	NUM
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fis-4294	125	43	w6x12	w6x12	CCONJ
fis-4294	125	44	sc6	sc6	ADJ
fis-4294	125	45	-	-	PUNCT
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fis-4294	125	47	-	-	PUNCT
fis-4294	125	48	1	1	NUM
fis-4294	125	49	w6x15	w6x15	ADJ
fis-4294	125	50	sc6	sc6	NOUN
fis-4294	125	51	-	-	PUNCT
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fis-4294	125	54	1	1	NUM
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fis-4294	125	56	sc6	sc6	ADJ
fis-4294	125	57	-	-	PUNCT
fis-4294	125	58	b20	b20	NOUN
fis-4294	125	59	-	-	PUNCT
fis-4294	125	60	1	1	NUM
fis-4294	125	61	w6x20	w6x20	ADJ
fis-4294	125	62	sc6	sc6	ADJ
fis-4294	125	63	-	-	PUNCT
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fis-4294	125	66	1	1	NUM
fis-4294	125	67	w6x25	w6x25	X
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fis-4294	125	74	2	2	NUM
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fis-4294	125	76	sc6	sc6	ADJ
fis-4294	125	77	-	-	PUNCT
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fis-4294	125	80	2	2	NUM
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fis-4294	125	82	sc6	sc6	NOUN
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fis-4294	125	84	b16	b16	NOUN
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fis-4294	125	86	2	2	NUM
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fis-4294	125	88	sc6	sc6	ADJ
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fis-4294	125	92	2	2	NUM
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fis-4294	125	94	sc6	sc6	ADJ
fis-4294	125	95	-	-	PUNCT
fis-4294	125	96	b25	b25	NOUN
fis-4294	125	97	-	-	PUNCT
fis-4294	125	98	2	2	NUM
fis-4294	125	99	w6x25	w6x25	X
fis-4294	125	100	1000	1000	NUM
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fis-4294	125	102	sc6	sc6	ADJ
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fis-4294	125	106	3	3	NUM
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fis-4294	125	108	sc6	sc6	ADJ
fis-4294	125	109	-	-	PUNCT
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fis-4294	125	112	3	3	NUM
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fis-4294	125	124	3	3	NUM
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fis-4294	125	130	3	3	NUM
fis-4294	125	131	w6x25	w6x25	X
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fis-4294	125	333	2	2	NUM
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fis-4294	125	345	2	2	NUM
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fis-4294	125	351	2	2	NUM
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fis-4294	125	356	-	-	PUNCT
fis-4294	125	357	2	2	NUM
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fis-4294	125	359	1000	1000	NUM
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fis-4294	125	365	3	3	NUM
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fis-4294	125	383	3	3	NUM
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fis-4294	125	389	3	3	NUM
fis-4294	125	390	w6x25	w6x25	ADP
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fis-4294	125	397	4	4	NUM
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fis-4294	125	411	sc9	sc9	NOUN
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fis-4294	125	414	-	-	PUNCT
fis-4294	125	415	4	4	NUM
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fis-4294	125	417	sc9	sc9	NOUN
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fis-4294	125	419	b25	b25	NOUN
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fis-4294	125	430	1	1	NUM
fis-4294	125	431	w6x12	w6x12	CCONJ
fis-4294	125	432	ss9	ss9	NOUN
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fis-4294	125	436	1	1	NUM
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fis-4294	125	438	ss9	ss9	PROPN
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fis-4294	125	442	1	1	NUM
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fis-4294	125	444	ss9	ss9	PROPN
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fis-4294	125	448	1	1	NUM
fis-4294	125	449	w6x20	w6x20	ADJ
fis-4294	125	450	ss9	ss9	PROPN
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fis-4294	125	452	b25	b25	NOUN
fis-4294	125	453	-	-	PUNCT
fis-4294	125	454	1	1	NUM
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fis-4294	125	458	ss9	ss9	PROPN
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fis-4294	125	462	2	2	NUM
fis-4294	125	463	w6x12	w6x12	CCONJ
fis-4294	125	464	ss9	ss9	NOUN
fis-4294	125	465	-	-	PUNCT
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fis-4294	125	467	-	-	PUNCT
fis-4294	125	468	2	2	NUM
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fis-4294	125	470	ss9	ss9	PROPN
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fis-4294	125	474	2	2	NUM
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fis-4294	125	476	ss9	ss9	PROPN
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fis-4294	125	482	ss9	ss9	PROPN
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fis-4294	125	484	b25	b25	NOUN
fis-4294	125	485	-	-	PUNCT
fis-4294	125	486	2	2	NUM
fis-4294	125	487	w6x25	w6x25	X
fis-4294	125	488	1000	1000	NUM
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fis-4294	125	490	ss9	ss9	PROPN
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fis-4294	125	493	-	-	PUNCT
fis-4294	125	494	3	3	NUM
fis-4294	125	495	w6x12	w6x12	CCONJ
fis-4294	125	496	ss9	ss9	NOUN
fis-4294	125	497	-	-	PUNCT
fis-4294	125	498	b15	b15	NOUN
fis-4294	125	499	-	-	PUNCT
fis-4294	125	500	3	3	NUM
fis-4294	125	501	w6x15	w6x15	VERB
fis-4294	125	502	ss9	ss9	PROPN
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fis-4294	125	504	b16	b16	PROPN
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fis-4294	125	508	ss9	ss9	PROPN
fis-4294	125	509	-	-	PUNCT
fis-4294	125	510	b20	b20	NOUN
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fis-4294	125	512	3	3	NUM
fis-4294	125	513	w6x20	w6x20	ADJ
fis-4294	125	514	ss9	ss9	PROPN
fis-4294	125	515	-	-	PUNCT
fis-4294	125	516	b25	b25	NOUN
fis-4294	125	517	-	-	PUNCT
fis-4294	125	518	3	3	NUM
fis-4294	125	519	w6x25	w6x25	X
fis-4294	125	520	1500	1500	NUM
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fis-4294	125	522	ss9	ss9	PROPN
fis-4294	125	523	-	-	PUNCT
fis-4294	125	524	b12	b12	NOUN
fis-4294	125	525	-	-	PUNCT
fis-4294	125	526	4	4	NUM
fis-4294	125	527	w6x12	w6x12	CCONJ
fis-4294	125	528	ss9	ss9	NOUN
fis-4294	125	529	-	-	PUNCT
fis-4294	125	530	b15	b15	NOUN
fis-4294	125	531	-	-	PUNCT
fis-4294	125	532	4	4	NUM
fis-4294	125	533	w6x15	w6x15	VERB
fis-4294	125	534	ss9	ss9	PROPN
fis-4294	125	535	-	-	PUNCT
fis-4294	125	536	b16	b16	PROPN
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fis-4294	125	538	4	4	NUM
fis-4294	125	539	w6x16	w6x16	PROPN
fis-4294	125	540	ss9	ss9	PROPN
fis-4294	125	541	-	-	PUNCT
fis-4294	125	542	b20	b20	NOUN
fis-4294	125	543	-	-	PUNCT
fis-4294	125	544	4	4	NUM
fis-4294	125	545	w6x20	w6x20	ADJ
fis-4294	125	546	ss9	ss9	PROPN
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fis-4294	125	548	b25	b25	NOUN
fis-4294	125	549	-	-	PUNCT
fis-4294	125	550	4	4	NUM
fis-4294	125	551	w6x25	w6x25	NOUN
fis-4294	125	552	12	12	NUM
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fis-4294	125	555	0	0	PUNCT
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fis-4294	126	5	1	1	NUM
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fis-4294	126	7	sc12	sc12	PROPN
fis-4294	126	8	-	-	PUNCT
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fis-4294	126	13	sc9	sc9	NOUN
fis-4294	126	14	-	-	PUNCT
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fis-4294	126	17	1	1	NUM
fis-4294	126	18	w6x16	w6x16	NOUN
fis-4294	126	19	sc9	sc9	NOUN
fis-4294	126	20	-	-	PUNCT
fis-4294	126	21	b20	b20	NOUN
fis-4294	126	22	-	-	PUNCT
fis-4294	126	23	1	1	NUM
fis-4294	126	24	w6x20	w6x20	ADJ
fis-4294	126	25	sc9	sc9	NOUN
fis-4294	126	26	-	-	PUNCT
fis-4294	126	27	b25	b25	NOUN
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fis-4294	126	29	1	1	NUM
fis-4294	126	30	w6x25	w6x25	X
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fis-4294	126	33	sc12	sc12	PROPN
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fis-4294	126	36	-	-	PUNCT
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fis-4294	126	39	sc12	sc12	PROPN
fis-4294	126	40	-	-	PUNCT
fis-4294	126	41	b15	b15	NOUN
fis-4294	126	42	-	-	PUNCT
fis-4294	126	43	2	2	NUM
fis-4294	126	44	w6x15	w6x15	ADJ
fis-4294	126	45	sc9	sc9	NOUN
fis-4294	126	46	-	-	PUNCT
fis-4294	126	47	b16	b16	NOUN
fis-4294	126	48	-	-	PUNCT
fis-4294	126	49	2	2	NUM
fis-4294	126	50	w6x16	w6x16	NOUN
fis-4294	126	51	sc9	sc9	NOUN
fis-4294	126	52	-	-	PUNCT
fis-4294	126	53	b20	b20	NOUN
fis-4294	126	54	-	-	PUNCT
fis-4294	126	55	2	2	NUM
fis-4294	126	56	w6x20	w6x20	ADJ
fis-4294	126	57	sc9	sc9	NOUN
fis-4294	126	58	-	-	PUNCT
fis-4294	126	59	b25	b25	NOUN
fis-4294	126	60	-	-	PUNCT
fis-4294	126	61	2	2	NUM
fis-4294	126	62	w6x25	w6x25	X
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fis-4294	126	65	sc12	sc12	PROPN
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fis-4294	126	68	-	-	PUNCT
fis-4294	126	69	3	3	NUM
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fis-4294	126	71	sc12	sc12	PROPN
fis-4294	126	72	-	-	PUNCT
fis-4294	126	73	b15	b15	NOUN
fis-4294	126	74	-	-	PUNCT
fis-4294	126	75	3	3	NUM
fis-4294	126	76	w6x15	w6x15	ADJ
fis-4294	126	77	sc9	sc9	NOUN
fis-4294	126	78	-	-	PUNCT
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fis-4294	126	81	3	3	NUM
fis-4294	126	82	w6x16	w6x16	NOUN
fis-4294	126	83	sc9	sc9	NOUN
fis-4294	126	84	-	-	PUNCT
fis-4294	126	85	b20	b20	NOUN
fis-4294	126	86	-	-	PUNCT
fis-4294	126	87	3	3	NUM
fis-4294	126	88	w6x20	w6x20	ADJ
fis-4294	126	89	sc9	sc9	NOUN
fis-4294	126	90	-	-	PUNCT
fis-4294	126	91	b25	b25	NOUN
fis-4294	126	92	-	-	PUNCT
fis-4294	126	93	3	3	NUM
fis-4294	126	94	w6x25	w6x25	X
fis-4294	126	95	1500	1500	NUM
fis-4294	126	96	0.282	0.282	NUM
fis-4294	126	97	sc12	sc12	PROPN
fis-4294	126	98	-	-	PUNCT
fis-4294	126	99	b12	b12	NOUN
fis-4294	126	100	-	-	PUNCT
fis-4294	126	101	4	4	NUM
fis-4294	126	102	w6x12	w6x12	ADP
fis-4294	126	103	sc12	sc12	PROPN
fis-4294	126	104	-	-	PUNCT
fis-4294	126	105	b15	b15	NOUN
fis-4294	126	106	-	-	PUNCT
fis-4294	126	107	4	4	NUM
fis-4294	126	108	w6x15	w6x15	ADJ
fis-4294	126	109	sc9	sc9	NOUN
fis-4294	126	110	-	-	PUNCT
fis-4294	126	111	b16	b16	NOUN
fis-4294	126	112	-	-	PUNCT
fis-4294	126	113	4	4	NUM
fis-4294	126	114	w6x16	w6x16	NOUN
fis-4294	126	115	sc9	sc9	NOUN
fis-4294	126	116	-	-	PUNCT
fis-4294	126	117	b20	b20	NOUN
fis-4294	126	118	-	-	PUNCT
fis-4294	126	119	4	4	NUM
fis-4294	126	120	w6x20	w6x20	ADJ
fis-4294	126	121	sc9	sc9	NOUN
fis-4294	126	122	-	-	PUNCT
fis-4294	126	123	b25	b25	NOUN
fis-4294	126	124	-	-	PUNCT
fis-4294	126	125	4	4	NUM
fis-4294	126	126	w6x25	w6x25	NOUN
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fis-4294	126	129	0	0	NUM
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fis-4294	127	4	-	-	PUNCT
fis-4294	127	5	1	1	NUM
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fis-4294	127	7	ss12	ss12	PROPN
fis-4294	127	8	-	-	PUNCT
fis-4294	127	9	b15	b15	NOUN
fis-4294	127	10	-	-	PUNCT
fis-4294	127	11	1	1	NUM
fis-4294	127	12	w6x15	w6x15	VERB
fis-4294	127	13	ss9	ss9	PROPN
fis-4294	127	14	-	-	PUNCT
fis-4294	127	15	b16	b16	PROPN
fis-4294	127	16	-	-	PUNCT
fis-4294	127	17	1	1	NUM
fis-4294	127	18	w6x16	w6x16	PROPN
fis-4294	127	19	ss9	ss9	PROPN
fis-4294	127	20	-	-	PUNCT
fis-4294	127	21	b20	b20	NOUN
fis-4294	127	22	-	-	PUNCT
fis-4294	127	23	1	1	NUM
fis-4294	127	24	w6x20	w6x20	ADJ
fis-4294	127	25	ss9	ss9	PROPN
fis-4294	127	26	-	-	PUNCT
fis-4294	127	27	b25	b25	NOUN
fis-4294	127	28	-	-	PUNCT
fis-4294	127	29	1	1	NUM
fis-4294	127	30	w6x25	w6x25	X
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fis-4294	127	36	-	-	PUNCT
fis-4294	127	37	2	2	NUM
fis-4294	127	38	w6x12	w6x12	CCONJ
fis-4294	127	39	ss9	ss9	NOUN
fis-4294	127	40	-	-	PUNCT
fis-4294	127	41	b15	b15	NOUN
fis-4294	127	42	-	-	PUNCT
fis-4294	127	43	2	2	NUM
fis-4294	127	44	w6x15	w6x15	VERB
fis-4294	127	45	ss9	ss9	PROPN
fis-4294	127	46	-	-	PUNCT
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fis-4294	127	48	-	-	PUNCT
fis-4294	127	49	2	2	NUM
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fis-4294	127	51	ss9	ss9	PROPN
fis-4294	127	52	-	-	PUNCT
fis-4294	127	53	b20	b20	NOUN
fis-4294	127	54	-	-	PUNCT
fis-4294	127	55	2	2	NUM
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fis-4294	127	57	ss9	ss9	PROPN
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fis-4294	127	59	b25	b25	NOUN
fis-4294	127	60	-	-	PUNCT
fis-4294	127	61	2	2	NUM
fis-4294	127	62	w6x25	w6x25	X
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fis-4294	127	65	ss12	ss12	PROPN
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fis-4294	127	67	b12	b12	NOUN
fis-4294	127	68	-	-	PUNCT
fis-4294	127	69	3	3	NUM
fis-4294	127	70	w6x12	w6x12	CCONJ
fis-4294	127	71	ss9	ss9	NOUN
fis-4294	127	72	-	-	PUNCT
fis-4294	127	73	b15	b15	NOUN
fis-4294	127	74	-	-	PUNCT
fis-4294	127	75	3	3	NUM
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fis-4294	127	79	b16	b16	PROPN
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fis-4294	127	81	3	3	NUM
fis-4294	127	82	w6x16	w6x16	PROPN
fis-4294	127	83	ss9	ss9	PROPN
fis-4294	127	84	-	-	PUNCT
fis-4294	127	85	b20	b20	NOUN
fis-4294	127	86	-	-	PUNCT
fis-4294	127	87	3	3	NUM
fis-4294	127	88	w6x20	w6x20	ADJ
fis-4294	127	89	ss9	ss9	PROPN
fis-4294	127	90	-	-	PUNCT
fis-4294	127	91	b25	b25	NOUN
fis-4294	127	92	-	-	PUNCT
fis-4294	127	93	3	3	NUM
fis-4294	127	94	w6x25	w6x25	X
fis-4294	127	95	1500	1500	NUM
fis-4294	127	96	0.282	0.282	NUM
fis-4294	127	97	ss12	ss12	PROPN
fis-4294	127	98	-	-	PUNCT
fis-4294	127	99	b12	b12	NOUN
fis-4294	127	100	-	-	PUNCT
fis-4294	127	101	4	4	NUM
fis-4294	127	102	w6x12	w6x12	CCONJ
fis-4294	127	103	ss9	ss9	NOUN
fis-4294	127	104	-	-	PUNCT
fis-4294	127	105	b15	b15	NOUN
fis-4294	127	106	-	-	PUNCT
fis-4294	127	107	4	4	NUM
fis-4294	127	108	w6x15	w6x15	VERB
fis-4294	127	109	ss9	ss9	PROPN
fis-4294	127	110	-	-	PUNCT
fis-4294	127	111	b16	b16	PROPN
fis-4294	127	112	-	-	PUNCT
fis-4294	127	113	4	4	NUM
fis-4294	127	114	w6x16	w6x16	PROPN
fis-4294	127	115	ss9	ss9	PROPN
fis-4294	127	116	-	-	PUNCT
fis-4294	127	117	b20	b20	NOUN
fis-4294	127	118	-	-	PUNCT
fis-4294	127	119	4	4	NUM
fis-4294	127	120	w6x20	w6x20	ADJ
fis-4294	127	121	ss9	ss9	PROPN
fis-4294	127	122	-	-	PUNCT
fis-4294	127	123	b25	b25	NOUN
fis-4294	127	124	-	-	PUNCT
fis-4294	127	125	4	4	NUM
fis-4294	127	126	w6x25	w6x25	NOUN
fis-4294	127	127	table	table	NOUN
fis-4294	127	128	3	3	NUM
fis-4294	127	129	:	:	PUNCT
fis-4294	127	130	details	detail	NOUN
fis-4294	127	131	of	of	ADP
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fis-4294	127	135	with	with	ADP
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fis-4294	127	145	x	x	ADJ
fis-4294	127	146	-	-	NOUN
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fis-4294	127	149	.	.	PUNCT
fis-4294	128	1	a.	a.	PROPN
fis-4294	128	2	j.	j.	PROPN
fis-4294	128	3	abdulridha	abdulridha	PROPN
fis-4294	128	4	,	,	PUNCT
fis-4294	128	5	frattura	frattura	PROPN
fis-4294	128	6	ed	ed	PROPN
fis-4294	128	7	integrità	integrità	PROPN
fis-4294	128	8	strutturale	strutturale	PROPN
fis-4294	128	9	,	,	PUNCT
fis-4294	128	10	66	66	NUM
fis-4294	128	11	(	(	PUNCT
fis-4294	128	12	2023	2023	NUM
fis-4294	128	13	)	)	PUNCT
fis-4294	128	14	273	273	NUM
fis-4294	128	15	-	-	SYM
fis-4294	128	16	296	296	NUM
fis-4294	128	17	;	;	PUNCT
fis-4294	128	18	doi	doi	NOUN
fis-4294	128	19	:	:	PUNCT
fis-4294	128	20	10.3221	10.3221	NUM
fis-4294	128	21	/	/	SYM
fis-4294	128	22	igf	igf	PROPN
fis-4294	128	23	-	-	NOUN
fis-4294	128	24	esis.66.17	esis.66.17	PROPN
fis-4294	128	25	279	279	NUM
fis-4294	128	26	the	the	DET
fis-4294	128	27	finite	finite	PROPN
fis-4294	128	28	element	element	NOUN
fis-4294	128	29	model	model	NOUN
fis-4294	128	30	using	use	VERB
fis-4294	128	31	etabs	etab	NOUN
fis-4294	128	32	he	he	PRON
fis-4294	128	33	finite	finite	VERB
fis-4294	128	34	element	element	NOUN
fis-4294	128	35	analysis	analysis	NOUN
fis-4294	128	36	program	program	NOUN
fis-4294	128	37	etabs	etab	NOUN
fis-4294	129	1	[	[	X
fis-4294	129	2	47	47	NUM
fis-4294	129	3	]	]	PUNCT
fis-4294	129	4	is	be	AUX
fis-4294	129	5	used	use	VERB
fis-4294	129	6	extensively	extensively	ADV
fis-4294	129	7	throughout	throughout	ADP
fis-4294	129	8	this	this	DET
fis-4294	129	9	study	study	NOUN
fis-4294	129	10	to	to	PART
fis-4294	129	11	examine	examine	VERB
fis-4294	129	12	the	the	DET
fis-4294	129	13	structural	structural	ADJ
fis-4294	129	14	behavior	behavior	NOUN
fis-4294	129	15	of	of	ADP
fis-4294	129	16	the	the	DET
fis-4294	129	17	simulated	simulate	VERB
fis-4294	129	18	steel	steel	NOUN
fis-4294	129	19	building	building	NOUN
fis-4294	129	20	prototypes	prototype	NOUN
fis-4294	129	21	.	.	PUNCT
fis-4294	130	1	the	the	DET
fis-4294	130	2	finite	finite	PROPN
fis-4294	130	3	element	element	NOUN
fis-4294	130	4	model	model	NOUN
fis-4294	130	5	includes	include	VERB
fis-4294	130	6	representations	representation	NOUN
fis-4294	130	7	of	of	ADP
fis-4294	130	8	the	the	DET
fis-4294	130	9	composite	composite	ADJ
fis-4294	130	10	deck	deck	NOUN
fis-4294	130	11	slab	slab	NOUN
fis-4294	130	12	,	,	PUNCT
fis-4294	130	13	central	central	ADJ
fis-4294	130	14	girders	girder	NOUN
fis-4294	130	15	,	,	PUNCT
fis-4294	130	16	steel	steel	NOUN
fis-4294	130	17	bracings	bracing	NOUN
fis-4294	130	18	,	,	PUNCT
fis-4294	130	19	secondary	secondary	ADJ
fis-4294	130	20	beams	beam	NOUN
fis-4294	130	21	,	,	PUNCT
fis-4294	130	22	and	and	CCONJ
fis-4294	130	23	steel	steel	NOUN
fis-4294	130	24	columns	column	NOUN
fis-4294	130	25	.	.	PUNCT
fis-4294	131	1	the	the	DET
fis-4294	131	2	suggested	suggest	VERB
fis-4294	131	3	structural	structural	ADJ
fis-4294	131	4	models	model	NOUN
fis-4294	131	5	are	be	AUX
fis-4294	131	6	three	three	NUM
fis-4294	131	7	-	-	PUNCT
fis-4294	131	8	dimensional	dimensional	ADJ
fis-4294	131	9	finite	finite	ADJ
fis-4294	131	10	element	element	NOUN
fis-4294	131	11	models	model	NOUN
fis-4294	131	12	.	.	PUNCT
fis-4294	132	1	the	the	DET
fis-4294	132	2	composite	composite	ADJ
fis-4294	132	3	slab	slab	NOUN
fis-4294	132	4	is	be	AUX
fis-4294	132	5	cut	cut	VERB
fis-4294	132	6	into	into	ADP
fis-4294	132	7	shell	shell	ADJ
fis-4294	132	8	elements	element	NOUN
fis-4294	132	9	for	for	ADP
fis-4294	132	10	each	each	DET
fis-4294	132	11	panel	panel	NOUN
fis-4294	132	12	in	in	ADP
fis-4294	132	13	the	the	DET
fis-4294	132	14	"	"	PUNCT
fis-4294	132	15	xy	xy	NOUN
fis-4294	132	16	"	"	PUNCT
fis-4294	132	17	plane	plane	NOUN
fis-4294	132	18	,	,	PUNCT
fis-4294	132	19	and	and	CCONJ
fis-4294	132	20	the	the	DET
fis-4294	132	21	framing	frame	VERB
fis-4294	132	22	beams	beam	NOUN
fis-4294	132	23	are	be	AUX
fis-4294	132	24	cut	cut	VERB
fis-4294	132	25	into	into	ADP
fis-4294	132	26	the	the	DET
fis-4294	132	27	same	same	ADJ
fis-4294	132	28	number	number	NOUN
fis-4294	132	29	of	of	ADP
fis-4294	132	30	slab	slab	NOUN
fis-4294	132	31	elements	element	NOUN
fis-4294	132	32	.	.	PUNCT
fis-4294	133	1	the	the	DET
fis-4294	133	2	concrete	concrete	NOUN
fis-4294	133	3	on	on	ADP
fis-4294	133	4	a	a	DET
fis-4294	133	5	metal	metal	NOUN
fis-4294	133	6	deck	deck	NOUN
fis-4294	133	7	slab	slab	NOUN
fis-4294	133	8	with	with	ADP
fis-4294	133	9	fournode	fournode	PROPN
fis-4294	133	10	shell	shell	PROPN
fis-4294	133	11	components	component	NOUN
fis-4294	133	12	represents	represent	VERB
fis-4294	133	13	six	six	NUM
fis-4294	133	14	degrees	degree	NOUN
fis-4294	133	15	of	of	ADP
fis-4294	133	16	freedom	freedom	NOUN
fis-4294	133	17	.	.	PUNCT
fis-4294	134	1	frame	frame	NOUN
fis-4294	134	2	components	component	NOUN
fis-4294	134	3	are	be	AUX
fis-4294	134	4	used	use	VERB
fis-4294	134	5	to	to	PART
fis-4294	134	6	replicate	replicate	VERB
fis-4294	134	7	the	the	DET
fis-4294	134	8	core	core	NOUN
fis-4294	134	9	girders	girder	NOUN
fis-4294	134	10	,	,	PUNCT
fis-4294	134	11	braces	brace	NOUN
fis-4294	134	12	,	,	PUNCT
fis-4294	134	13	secondary	secondary	ADJ
fis-4294	134	14	beams	beam	NOUN
fis-4294	134	15	,	,	PUNCT
fis-4294	134	16	and	and	CCONJ
fis-4294	134	17	steel	steel	NOUN
fis-4294	134	18	columns	column	NOUN
fis-4294	134	19	.	.	PUNCT
fis-4294	135	1	the	the	DET
fis-4294	135	2	benefits	benefit	NOUN
fis-4294	135	3	of	of	ADP
fis-4294	135	4	beam	beam	NOUN
fis-4294	135	5	and	and	CCONJ
fis-4294	135	6	truss	truss	ADJ
fis-4294	135	7	components	component	NOUN
fis-4294	135	8	are	be	AUX
fis-4294	135	9	combined	combine	VERB
fis-4294	135	10	in	in	ADP
fis-4294	135	11	the	the	DET
fis-4294	135	12	frame	frame	NOUN
fis-4294	135	13	element	element	NOUN
fis-4294	135	14	.	.	PUNCT
fis-4294	136	1	in	in	ADP
fis-4294	136	2	contrast	contrast	NOUN
fis-4294	136	3	to	to	ADP
fis-4294	136	4	the	the	DET
fis-4294	136	5	beam	beam	NOUN
fis-4294	136	6	element	element	NOUN
fis-4294	136	7	,	,	PUNCT
fis-4294	136	8	which	which	PRON
fis-4294	136	9	may	may	AUX
fis-4294	136	10	deform	deform	VERB
fis-4294	136	11	in	in	ADP
fis-4294	136	12	both	both	CCONJ
fis-4294	136	13	shear	shear	NOUN
fis-4294	136	14	and	and	CCONJ
fis-4294	136	15	rotation	rotation	NOUN
fis-4294	136	16	at	at	ADP
fis-4294	136	17	each	each	DET
fis-4294	136	18	edge	edge	NOUN
fis-4294	136	19	,	,	PUNCT
fis-4294	136	20	the	the	DET
fis-4294	136	21	truss	truss	ADJ
fis-4294	136	22	element	element	NOUN
fis-4294	136	23	can	can	AUX
fis-4294	136	24	only	only	ADV
fis-4294	136	25	deform	deform	VERB
fis-4294	136	26	in	in	ADP
fis-4294	136	27	one	one	NUM
fis-4294	136	28	direction	direction	NOUN
fis-4294	136	29	(	(	PUNCT
fis-4294	136	30	axially	axially	ADV
fis-4294	136	31	)	)	PUNCT
fis-4294	136	32	.	.	PUNCT
fis-4294	137	1	the	the	DET
fis-4294	137	2	time	time	NOUN
fis-4294	137	3	-	-	PUNCT
fis-4294	137	4	history	history	NOUN
fis-4294	137	5	analysis	analysis	NOUN
fis-4294	137	6	is	be	AUX
fis-4294	137	7	a	a	DET
fis-4294	137	8	method	method	NOUN
fis-4294	137	9	for	for	ADP
fis-4294	137	10	investigating	investigate	VERB
fis-4294	137	11	how	how	SCONJ
fis-4294	137	12	a	a	DET
fis-4294	137	13	structure	structure	NOUN
fis-4294	137	14	responds	respond	VERB
fis-4294	137	15	dynamically	dynamically	ADV
fis-4294	137	16	to	to	ADP
fis-4294	137	17	varying	vary	VERB
fis-4294	137	18	loading	loading	NOUN
fis-4294	137	19	over	over	ADP
fis-4294	137	20	time	time	NOUN
fis-4294	137	21	.	.	PUNCT
fis-4294	138	1	time	time	NOUN
fis-4294	138	2	history	history	NOUN
fis-4294	138	3	dynamic	dynamic	ADJ
fis-4294	138	4	analysis	analysis	NOUN
fis-4294	138	5	was	be	AUX
fis-4294	138	6	performed	perform	VERB
fis-4294	138	7	to	to	PART
fis-4294	138	8	reproduce	reproduce	VERB
fis-4294	138	9	seismic	seismic	ADJ
fis-4294	138	10	base	base	NOUN
fis-4294	138	11	excitation	excitation	NOUN
fis-4294	138	12	by	by	ADP
fis-4294	138	13	analyzing	analyze	VERB
fis-4294	138	14	building	building	NOUN
fis-4294	138	15	models	model	NOUN
fis-4294	138	16	for	for	ADP
fis-4294	138	17	ground	ground	NOUN
fis-4294	138	18	acceleration	acceleration	NOUN
fis-4294	138	19	time	time	NOUN
fis-4294	138	20	history	history	NOUN
fis-4294	138	21	of	of	ADP
fis-4294	138	22	the	the	DET
fis-4294	138	23	el	el	PROPN
fis-4294	138	24	-	-	PUNCT
fis-4294	138	25	centro	centro	PROPN
fis-4294	138	26	earthquake	earthquake	NOUN
fis-4294	138	27	ground	ground	NOUN
fis-4294	138	28	motion	motion	NOUN
fis-4294	138	29	[	[	X
fis-4294	138	30	46	46	NUM
fis-4294	138	31	]	]	PUNCT
fis-4294	138	32	.	.	PUNCT
fis-4294	139	1	in	in	ADP
fis-4294	139	2	order	order	NOUN
fis-4294	139	3	to	to	PART
fis-4294	139	4	account	account	VERB
fis-4294	139	5	for	for	ADP
fis-4294	139	6	material	material	NOUN
fis-4294	139	7	nonlinearity	nonlinearity	NOUN
fis-4294	139	8	and	and	CCONJ
fis-4294	139	9	p-∆	p-∆	ADP
fis-4294	139	10	effects	effect	NOUN
fis-4294	139	11	in	in	ADP
fis-4294	139	12	the	the	DET
fis-4294	139	13	study	study	NOUN
fis-4294	139	14	,	,	PUNCT
fis-4294	139	15	a	a	DET
fis-4294	139	16	damping	damp	VERB
fis-4294	139	17	ratio	ratio	NOUN
fis-4294	139	18	of	of	ADP
fis-4294	139	19	5	5	NUM
fis-4294	139	20	%	%	NOUN
fis-4294	139	21	was	be	AUX
fis-4294	139	22	chosen	choose	VERB
fis-4294	139	23	.	.	PUNCT
fis-4294	140	1	the	the	DET
fis-4294	140	2	inelastic	inelastic	ADJ
fis-4294	140	3	behavior	behavior	NOUN
fis-4294	140	4	of	of	ADP
fis-4294	140	5	the	the	DET
fis-4294	140	6	structural	structural	ADJ
fis-4294	140	7	portion	portion	NOUN
fis-4294	140	8	or	or	CCONJ
fis-4294	140	9	system	system	NOUN
fis-4294	140	10	caused	cause	VERB
fis-4294	140	11	material	material	NOUN
fis-4294	140	12	nonlinearity	nonlinearity	NOUN
fis-4294	140	13	.	.	PUNCT
fis-4294	141	1	when	when	SCONJ
fis-4294	141	2	a	a	DET
fis-4294	141	3	structural	structural	ADJ
fis-4294	141	4	system	system	NOUN
fis-4294	141	5	is	be	AUX
fis-4294	141	6	warped	warp	VERB
fis-4294	141	7	,	,	PUNCT
fis-4294	141	8	p-∆	p-∆	SCONJ
fis-4294	141	9	effects	effect	NOUN
fis-4294	141	10	examine	examine	VERB
fis-4294	141	11	how	how	SCONJ
fis-4294	141	12	well	well	ADV
fis-4294	141	13	it	it	PRON
fis-4294	141	14	can	can	AUX
fis-4294	141	15	sustain	sustain	VERB
fis-4294	141	16	a	a	DET
fis-4294	141	17	load	load	NOUN
fis-4294	141	18	in	in	ADP
fis-4294	141	19	equilibrium	equilibrium	NOUN
fis-4294	141	20	.	.	PUNCT
fis-4294	142	1	ground	ground	NOUN
fis-4294	142	2	acceleration	acceleration	NOUN
fis-4294	142	3	-	-	PUNCT
fis-4294	142	4	time	time	NOUN
fis-4294	142	5	history	history	NOUN
fis-4294	142	6	data	datum	NOUN
fis-4294	142	7	he	he	PRON
fis-4294	142	8	historic	historic	PROPN
fis-4294	142	9	el	el	PROPN
fis-4294	142	10	-	-	PUNCT
fis-4294	142	11	centro	centro	X
fis-4294	142	12	(	(	PUNCT
fis-4294	142	13	imperial	imperial	ADJ
fis-4294	142	14	valley	valley	NOUN
fis-4294	142	15	)	)	PUNCT
fis-4294	142	16	earthquake	earthquake	NOUN
fis-4294	142	17	,	,	PUNCT
fis-4294	142	18	estimated	estimate	VERB
fis-4294	142	19	to	to	PART
fis-4294	142	20	have	have	AUX
fis-4294	142	21	measured	measure	VERB
fis-4294	142	22	a	a	DET
fis-4294	142	23	magnitude	magnitude	NOUN
fis-4294	142	24	of	of	ADP
fis-4294	142	25	7.1	7.1	NUM
fis-4294	142	26	on	on	ADP
fis-4294	142	27	the	the	DET
fis-4294	142	28	richter	richter	NOUN
fis-4294	142	29	scale	scale	NOUN
fis-4294	142	30	[	[	X
fis-4294	142	31	46	46	NUM
fis-4294	142	32	]	]	PUNCT
fis-4294	142	33	,	,	PUNCT
fis-4294	142	34	posed	pose	VERB
fis-4294	142	35	an	an	DET
fis-4294	142	36	essential	essential	ADJ
fis-4294	142	37	risk	risk	NOUN
fis-4294	142	38	to	to	ADP
fis-4294	142	39	these	these	DET
fis-4294	142	40	structures	structure	NOUN
fis-4294	142	41	because	because	SCONJ
fis-4294	142	42	of	of	ADP
fis-4294	142	43	its	its	PRON
fis-4294	142	44	relatively	relatively	ADV
fis-4294	142	45	low	low	ADJ
fis-4294	142	46	peak	peak	NOUN
fis-4294	142	47	ground	ground	NOUN
fis-4294	142	48	acceleration	acceleration	NOUN
fis-4294	142	49	(	(	PUNCT
fis-4294	142	50	pga	pga	PROPN
fis-4294	142	51	)	)	PUNCT
fis-4294	142	52	of	of	ADP
fis-4294	142	53	0.3	0.3	NUM
fis-4294	142	54	g.	g.	NOUN
fis-4294	142	55	the	the	DET
fis-4294	142	56	letter	letter	NOUN
fis-4294	142	57	g	g	PROPN
fis-4294	142	58	represents	represent	VERB
fis-4294	142	59	the	the	DET
fis-4294	142	60	acceleration	acceleration	NOUN
fis-4294	142	61	due	due	ADP
fis-4294	142	62	to	to	ADP
fis-4294	142	63	gravity	gravity	NOUN
fis-4294	142	64	,	,	PUNCT
fis-4294	142	65	which	which	PRON
fis-4294	142	66	is	be	AUX
fis-4294	142	67	9.81	9.81	NUM
fis-4294	142	68	meters	meter	NOUN
fis-4294	142	69	per	per	ADP
fis-4294	142	70	second	second	ADJ
fis-4294	142	71	squared	square	VERB
fis-4294	142	72	.	.	PUNCT
fis-4294	143	1	the	the	DET
fis-4294	143	2	el	el	PROPN
fis-4294	143	3	-	-	PUNCT
fis-4294	143	4	centro	centro	PROPN
fis-4294	143	5	earthquake	earthquake	NOUN
fis-4294	143	6	was	be	AUX
fis-4294	143	7	one	one	NUM
fis-4294	143	8	of	of	ADP
fis-4294	143	9	the	the	DET
fis-4294	143	10	earliest	early	ADJ
fis-4294	143	11	to	to	PART
fis-4294	143	12	collect	collect	VERB
fis-4294	143	13	extensive	extensive	ADJ
fis-4294	143	14	data	datum	NOUN
fis-4294	143	15	on	on	ADP
fis-4294	143	16	large	large	ADJ
fis-4294	143	17	-	-	PUNCT
fis-4294	143	18	scale	scale	NOUN
fis-4294	143	19	motion	motion	NOUN
fis-4294	143	20	,	,	PUNCT
fis-4294	143	21	making	make	VERB
fis-4294	143	22	it	it	PRON
fis-4294	143	23	a	a	DET
fis-4294	143	24	benchmark	benchmark	NOUN
fis-4294	143	25	.	.	PUNCT
fis-4294	144	1	seismically	seismically	ADV
fis-4294	144	2	safe	safe	ADJ
fis-4294	144	3	construction	construction	NOUN
fis-4294	144	4	codes	code	NOUN
fis-4294	144	5	,	,	PUNCT
fis-4294	144	6	such	such	ADJ
fis-4294	144	7	as	as	ADP
fis-4294	144	8	asce	asce	PROPN
fis-4294	144	9	7	7	NUM
fis-4294	144	10	,	,	PUNCT
fis-4294	144	11	were	be	AUX
fis-4294	144	12	formed	form	VERB
fis-4294	144	13	due	due	ADP
fis-4294	144	14	to	to	ADP
fis-4294	144	15	these	these	DET
fis-4294	144	16	studies	study	NOUN
fis-4294	144	17	.	.	PUNCT
fis-4294	145	1	el	el	PROPN
fis-4294	145	2	-	-	PUNCT
fis-4294	145	3	centro	centro	PROPN
fis-4294	145	4	's	's	PART
fis-4294	145	5	extensive	extensive	ADJ
fis-4294	145	6	motion	motion	NOUN
fis-4294	145	7	data	datum	NOUN
fis-4294	145	8	gave	give	VERB
fis-4294	145	9	engineers	engineer	NOUN
fis-4294	145	10	crucial	crucial	ADJ
fis-4294	145	11	insights	insight	NOUN
fis-4294	145	12	that	that	PRON
fis-4294	145	13	helped	help	VERB
fis-4294	145	14	them	they	PRON
fis-4294	145	15	create	create	VERB
fis-4294	145	16	buildings	building	NOUN
fis-4294	145	17	more	more	ADV
fis-4294	145	18	resistant	resistant	ADJ
fis-4294	145	19	to	to	ADP
fis-4294	145	20	earthquakes	earthquake	NOUN
fis-4294	145	21	.	.	PUNCT
fis-4294	146	1	for	for	ADP
fis-4294	146	2	the	the	DET
fis-4294	146	3	following	follow	VERB
fis-4294	146	4	asce	asce	NOUN
fis-4294	146	5	7	7	NUM
fis-4294	146	6	[	[	X
fis-4294	146	7	48	48	NUM
fis-4294	146	8	]	]	PUNCT
fis-4294	146	9	load	load	NOUN
fis-4294	146	10	combinations	combination	NOUN
fis-4294	146	11	(	(	PUNCT
fis-4294	146	12	the	the	DET
fis-4294	146	13	first	first	ADJ
fis-4294	146	14	equation	equation	NOUN
fis-4294	146	15	was	be	AUX
fis-4294	146	16	used	use	VERB
fis-4294	146	17	for	for	ADP
fis-4294	146	18	this	this	DET
fis-4294	146	19	study	study	NOUN
fis-4294	146	20	)	)	PUNCT
fis-4294	146	21	,	,	PUNCT
fis-4294	146	22	eqns	eqns	PROPN
fis-4294	146	23	.	.	PUNCT
fis-4294	147	1	(	(	PUNCT
fis-4294	147	2	1	1	X
fis-4294	147	3	)	)	PUNCT
fis-4294	147	4	through	through	ADP
fis-4294	147	5	(	(	PUNCT
fis-4294	147	6	4	4	X
fis-4294	147	7	)	)	PUNCT
fis-4294	147	8	may	may	AUX
fis-4294	147	9	be	be	AUX
fis-4294	147	10	used	use	VERB
fis-4294	147	11	to	to	PART
fis-4294	147	12	depict	depict	VERB
fis-4294	147	13	the	the	DET
fis-4294	147	14	time	time	NOUN
fis-4294	147	15	dependence	dependence	NOUN
fis-4294	147	16	of	of	ADP
fis-4294	147	17	the	the	DET
fis-4294	147	18	ground	ground	NOUN
fis-4294	147	19	acceleration	acceleration	NOUN
fis-4294	147	20	due	due	ADP
fis-4294	147	21	to	to	ADP
fis-4294	147	22	an	an	DET
fis-4294	147	23	earthquake	earthquake	NOUN
fis-4294	147	24	:	:	PUNCT
fis-4294	147	25	1.2	1.2	NUM
fis-4294	147	26	               	               	SPACE
fis-4294	147	27	0.15d	0.15d	NOUN
fis-4294	147	28	ev	ev	ADP
fis-4294	147	29	eh	eh	INTJ
fis-4294	147	30	l	l	PROPN
fis-4294	147	31	s	s	PROPN
fis-4294	147	32			ADV
fis-4294	147	33			PUNCT
fis-4294	147	34			X
fis-4294	147	35	(	(	PUNCT
fis-4294	147	36	1	1	X
fis-4294	147	37	)	)	PUNCT
fis-4294	147	38	1.0	1.0	NUM
fis-4294	147	39	   	   	SPACE
fis-4294	147	40	0.7	0.7	NUM
fis-4294	147	41	   	   	SPACE
fis-4294	147	42	0.7d	0.7d	PROPN
fis-4294	147	43	ev	ev	PROPN
fis-4294	148	1	eh	eh	ADV
fis-4294	148	2			PROPN
fis-4294	148	3	(	(	PUNCT
fis-4294	148	4	2	2	X
fis-4294	148	5	)	)	PUNCT
fis-4294	148	6	1.0	1.0	NUM
fis-4294	148	7	   	   	SPACE
fis-4294	148	8	0.525	0.525	NUM
fis-4294	148	9	   	   	SPACE
fis-4294	148	10	0.525	0.525	NUM
fis-4294	148	11	   	   	SPACE
fis-4294	148	12	0.75	0.75	NUM
fis-4294	148	13	   	   	SPACE
fis-4294	148	14	0.1d	0.1d	NUM
fis-4294	148	15	ev	ev	INTJ
fis-4294	148	16	eh	eh	INTJ
fis-4294	148	17	l	l	PROPN
fis-4294	148	18	s	s	PROPN
fis-4294	148	19			ADV
fis-4294	148	20			PUNCT
fis-4294	148	21			X
fis-4294	148	22	(	(	PUNCT
fis-4294	148	23	3	3	X
fis-4294	148	24	)	)	PUNCT
fis-4294	148	25	0.6	0.6	NUM
fis-4294	148	26	   	   	SPACE
fis-4294	148	27	0.7	0.7	NUM
fis-4294	148	28	   	   	SPACE
fis-4294	148	29	0.7d	0.7d	NOUN
fis-4294	148	30	ev	ev	ADP
fis-4294	148	31	eh	eh	PROPN
fis-4294	148	32			PROPN
fis-4294	148	33	(	(	PUNCT
fis-4294	148	34	4	4	NUM
fis-4294	148	35	)	)	PUNCT
fis-4294	148	36	where	where	SCONJ
fis-4294	148	37	d	d	NOUN
fis-4294	148	38	represents	represent	VERB
fis-4294	148	39	the	the	DET
fis-4294	148	40	dead	dead	ADJ
fis-4294	148	41	load	load	NOUN
fis-4294	148	42	,	,	PUNCT
fis-4294	148	43	l	l	NOUN
fis-4294	148	44	represents	represent	VERB
fis-4294	148	45	the	the	DET
fis-4294	148	46	live	live	ADJ
fis-4294	148	47	load	load	NOUN
fis-4294	148	48	,	,	PUNCT
fis-4294	148	49	s	s	X
fis-4294	148	50	represents	represent	VERB
fis-4294	148	51	the	the	DET
fis-4294	148	52	superimposed	superimposed	ADJ
fis-4294	148	53	load	load	NOUN
fis-4294	148	54	,	,	PUNCT
fis-4294	148	55	ev	ev	X
fis-4294	148	56	represents	represent	VERB
fis-4294	148	57	the	the	DET
fis-4294	148	58	vertical	vertical	ADJ
fis-4294	148	59	seismic	seismic	ADJ
fis-4294	148	60	load	load	NOUN
fis-4294	148	61	effect	effect	NOUN
fis-4294	148	62	,	,	PUNCT
fis-4294	148	63	and	and	CCONJ
fis-4294	148	64	eh	eh	INTJ
fis-4294	148	65	represents	represent	VERB
fis-4294	148	66	the	the	DET
fis-4294	148	67	horizontal	horizontal	ADJ
fis-4294	148	68	seismic	seismic	ADJ
fis-4294	148	69	load	load	NOUN
fis-4294	148	70	effect	effect	NOUN
fis-4294	148	71	.	.	PUNCT
fis-4294	149	1	figure	figure	VERB
fis-4294	149	2	6	6	NUM
fis-4294	149	3	:	:	PUNCT
fis-4294	149	4	the	the	DET
fis-4294	149	5	el	el	PROPN
fis-4294	149	6	-	-	PUNCT
fis-4294	149	7	centro	centro	NOUN
fis-4294	149	8	-1940	-1940	NOUN
fis-4294	149	9	record	record	NOUN
fis-4294	149	10	acceleration	acceleration	NOUN
fis-4294	149	11	time	time	NOUN
fis-4294	149	12	series	series	PROPN
fis-4294	149	13	(	(	PUNCT
fis-4294	149	14	a	a	NOUN
fis-4294	149	15	)	)	PUNCT
fis-4294	149	16	in	in	ADP
fis-4294	149	17	the	the	DET
fis-4294	149	18	x	x	NOUN
fis-4294	149	19	direction	direction	NOUN
fis-4294	149	20	,	,	PUNCT
fis-4294	149	21	and	and	CCONJ
fis-4294	149	22	(	(	PUNCT
fis-4294	149	23	b	b	NOUN
fis-4294	149	24	)	)	PUNCT
fis-4294	149	25	in	in	ADP
fis-4294	149	26	the	the	DET
fis-4294	149	27	y	y	PROPN
fis-4294	149	28	direction	direction	NOUN
fis-4294	150	1	[	[	X
fis-4294	150	2	46	46	NUM
fis-4294	150	3	]	]	PUNCT
fis-4294	150	4	.	.	PUNCT
fis-4294	151	1	t	t	PROPN
fis-4294	151	2	t	t	PROPN
fis-4294	151	3	a.	a.	PROPN
fis-4294	151	4	j.	j.	PROPN
fis-4294	151	5	abdulridha	abdulridha	PROPN
fis-4294	151	6	,	,	PUNCT
fis-4294	151	7	frattura	frattura	PROPN
fis-4294	151	8	ed	ed	PROPN
fis-4294	151	9	integrità	integrità	PROPN
fis-4294	151	10	strutturale	strutturale	PROPN
fis-4294	151	11	,	,	PUNCT
fis-4294	151	12	66	66	NUM
fis-4294	151	13	(	(	PUNCT
fis-4294	151	14	2023	2023	NUM
fis-4294	151	15	)	)	PUNCT
fis-4294	151	16	273	273	NUM
fis-4294	151	17	-	-	SYM
fis-4294	151	18	296	296	NUM
fis-4294	151	19	;	;	PUNCT
fis-4294	151	20	doi	doi	NOUN
fis-4294	151	21	:	:	PUNCT
fis-4294	151	22	10.3221	10.3221	NUM
fis-4294	151	23	/	/	SYM
fis-4294	151	24	igf	igf	PROPN
fis-4294	151	25	-	-	NOUN
fis-4294	151	26	esis.66.17	esis.66.17	PROPN
fis-4294	151	27	280	280	NUM
fis-4294	151	28	outline	outline	NOUN
fis-4294	151	29	of	of	ADP
fis-4294	151	30	experimental	experimental	ADJ
fis-4294	151	31	program	program	NOUN
fis-4294	151	32	his	his	PRON
fis-4294	151	33	work	work	NOUN
fis-4294	151	34	used	use	VERB
fis-4294	151	35	the	the	DET
fis-4294	151	36	experimental	experimental	ADJ
fis-4294	151	37	study	study	NOUN
fis-4294	151	38	published	publish	VERB
fis-4294	151	39	by	by	ADP
fis-4294	151	40	alptug	alptug	NOUN
fis-4294	151	41	and	and	CCONJ
fis-4294	151	42	mevlut	mevlut	NOUN
fis-4294	152	1	[	[	X
fis-4294	152	2	49	49	NUM
fis-4294	152	3	]	]	PUNCT
fis-4294	152	4	to	to	PART
fis-4294	152	5	calibrate	calibrate	VERB
fis-4294	152	6	numerical	numerical	ADJ
fis-4294	152	7	findings	finding	NOUN
fis-4294	152	8	and	and	CCONJ
fis-4294	152	9	confirm	confirm	VERB
fis-4294	152	10	their	their	PRON
fis-4294	152	11	applicability	applicability	NOUN
fis-4294	152	12	;	;	PUNCT
fis-4294	152	13	a	a	DET
fis-4294	152	14	short	short	ADJ
fis-4294	152	15	overview	overview	NOUN
fis-4294	152	16	is	be	AUX
fis-4294	152	17	given	give	VERB
fis-4294	152	18	below	below	ADV
fis-4294	152	19	.	.	PUNCT
fis-4294	153	1	in	in	ADP
fis-4294	153	2	fig	fig	NOUN
fis-4294	153	3	.	.	PUNCT
fis-4294	154	1	7	7	NUM
fis-4294	154	2	,	,	PUNCT
fis-4294	154	3	alptug	alptug	NOUN
fis-4294	154	4	and	and	CCONJ
fis-4294	154	5	mevlut	mevlut	VERB
fis-4294	154	6	[	[	X
fis-4294	154	7	49	49	NUM
fis-4294	154	8	]	]	PUNCT
fis-4294	154	9	show	show	VERB
fis-4294	154	10	the	the	DET
fis-4294	154	11	features	feature	NOUN
fis-4294	154	12	of	of	ADP
fis-4294	154	13	a	a	DET
fis-4294	154	14	steel	steel	NOUN
fis-4294	154	15	frame	frame	NOUN
fis-4294	154	16	specimen	speciman	NOUN
fis-4294	154	17	indicative	indicative	ADJ
fis-4294	154	18	of	of	ADP
fis-4294	154	19	their	their	PRON
fis-4294	154	20	experimental	experimental	ADJ
fis-4294	154	21	test	test	NOUN
fis-4294	154	22	.	.	PUNCT
fis-4294	155	1	concentration	concentration	NOUN
fis-4294	155	2	was	be	AUX
fis-4294	155	3	measured	measure	VERB
fis-4294	155	4	in	in	ADP
fis-4294	155	5	single	single	ADJ
fis-4294	155	6	-	-	PUNCT
fis-4294	155	7	bay	bay	NOUN
fis-4294	155	8	,	,	PUNCT
fis-4294	155	9	two	two	NUM
fis-4294	155	10	-	-	PUNCT
fis-4294	155	11	story	story	NOUN
fis-4294	155	12	,	,	PUNCT
fis-4294	155	13	steel	steel	NOUN
fis-4294	155	14	-	-	PUNCT
fis-4294	155	15	braced	brace	VERB
fis-4294	155	16	buildings	building	NOUN
fis-4294	155	17	.	.	PUNCT
fis-4294	156	1	the	the	DET
fis-4294	156	2	static	static	ADJ
fis-4294	156	3	lateral	lateral	ADJ
fis-4294	156	4	loading	loading	NOUN
fis-4294	156	5	(	(	PUNCT
fis-4294	156	6	pushover	pushover	ADJ
fis-4294	156	7	analysis	analysis	NOUN
fis-4294	156	8	)	)	PUNCT
fis-4294	156	9	method	method	NOUN
fis-4294	156	10	was	be	AUX
fis-4294	156	11	applied	apply	VERB
fis-4294	156	12	to	to	ADP
fis-4294	156	13	an	an	DET
fis-4294	156	14	x	x	ADJ
fis-4294	156	15	-	-	ADJ
fis-4294	156	16	braced	braced	ADJ
fis-4294	156	17	steel	steel	NOUN
fis-4294	156	18	frame	frame	NOUN
fis-4294	156	19	and	and	CCONJ
fis-4294	156	20	specimens	specimen	NOUN
fis-4294	156	21	with	with	ADP
fis-4294	156	22	a	a	DET
fis-4294	156	23	100x100x3	100x100x3	NUM
fis-4294	156	24	mm	mm	NUM
fis-4294	156	25	cross	cross	NOUN
fis-4294	156	26	-	-	NOUN
fis-4294	156	27	section	section	NOUN
fis-4294	156	28	.	.	PUNCT
fis-4294	157	1	high	high	ADJ
fis-4294	157	2	-	-	PUNCT
fis-4294	157	3	strength	strength	NOUN
fis-4294	157	4	shafts	shafts	ADJ
fis-4294	157	5	were	be	AUX
fis-4294	157	6	placed	place	VERB
fis-4294	157	7	into	into	ADP
fis-4294	157	8	the	the	DET
fis-4294	157	9	holes	hole	NOUN
fis-4294	157	10	in	in	ADP
fis-4294	157	11	the	the	DET
fis-4294	157	12	solid	solid	ADJ
fis-4294	157	13	laboratory	laboratory	NOUN
fis-4294	157	14	slab	slab	NOUN
fis-4294	157	15	and	and	CCONJ
fis-4294	157	16	then	then	ADV
fis-4294	157	17	hammered	hammer	VERB
fis-4294	157	18	into	into	ADP
fis-4294	157	19	the	the	DET
fis-4294	157	20	ground	ground	NOUN
fis-4294	157	21	to	to	PART
fis-4294	157	22	anchor	anchor	VERB
fis-4294	157	23	the	the	DET
fis-4294	157	24	specimen	speciman	NOUN
fis-4294	157	25	firmly	firmly	ADV
fis-4294	157	26	.	.	PUNCT
fis-4294	158	1	tab	tab	NOUN
fis-4294	158	2	.	.	PUNCT
fis-4294	159	1	4	4	NUM
fis-4294	159	2	displays	display	VERB
fis-4294	159	3	the	the	DET
fis-4294	159	4	profiles	profile	NOUN
fis-4294	159	5	in	in	ADP
fis-4294	159	6	a	a	DET
fis-4294	159	7	cross	cross	NOUN
fis-4294	159	8	-	-	NOUN
fis-4294	159	9	section	section	NOUN
fis-4294	159	10	.	.	PUNCT
fis-4294	160	1	figure	figure	VERB
fis-4294	160	2	7	7	NUM
fis-4294	160	3	:	:	PUNCT
fis-4294	160	4	details	detail	NOUN
fis-4294	160	5	of	of	ADP
fis-4294	160	6	steel	steel	NOUN
fis-4294	160	7	frame	frame	NOUN
fis-4294	160	8	specimen	speciman	NOUN
fis-4294	160	9	(	(	PUNCT
fis-4294	160	10	a	a	X
fis-4294	160	11	)	)	PUNCT
fis-4294	160	12	experimental	experimental	NOUN
fis-4294	161	1	[	[	X
fis-4294	161	2	49	49	NUM
fis-4294	161	3	]	]	PUNCT
fis-4294	161	4	and	and	CCONJ
fis-4294	161	5	(	(	PUNCT
fis-4294	161	6	b	b	NOUN
fis-4294	161	7	)	)	PUNCT
fis-4294	161	8	etabs	etab	NOUN
fis-4294	161	9	.	.	PUNCT
fis-4294	162	1	square	square	ADJ
fis-4294	162	2	section	section	NOUN
fis-4294	162	3	(	(	PUNCT
fis-4294	162	4	mm	mm	NOUN
fis-4294	162	5	)	)	PUNCT
fis-4294	162	6	ax	ax	NOUN
fis-4294	162	7	(	(	PUNCT
fis-4294	162	8	mm2	mm2	NOUN
fis-4294	162	9	)	)	PUNCT
fis-4294	162	10	ix	ix	X
fis-4294	162	11	(	(	PUNCT
fis-4294	162	12	mm4	mm4	PROPN
fis-4294	162	13	)	)	PUNCT
fis-4294	162	14	iy	iy	PROPN
fis-4294	162	15	(	(	PUNCT
fis-4294	162	16	mm4	mm4	PROPN
fis-4294	162	17	)	)	PUNCT
fis-4294	163	1	ix	ix	X
fis-4294	163	2	(	(	PUNCT
fis-4294	163	3	mm	mm	INTJ
fis-4294	163	4	)	)	PUNCT
fis-4294	163	5	iy	iy	PROPN
fis-4294	163	6	(	(	PUNCT
fis-4294	163	7	mm	mm	INTJ
fis-4294	163	8	)	)	PUNCT
fis-4294	163	9	welx	welx	NOUN
fis-4294	163	10	(	(	PUNCT
fis-4294	163	11	mm3	mm3	NOUN
fis-4294	163	12	)	)	PUNCT
fis-4294	163	13	wely	wely	ADV
fis-4294	163	14	(	(	PUNCT
fis-4294	163	15	mm3	mm3	PROPN
fis-4294	163	16	)	)	PUNCT
fis-4294	163	17	wplx	wplx	NOUN
fis-4294	163	18	(	(	PUNCT
fis-4294	163	19	mm3	mm3	NOUN
fis-4294	163	20	)	)	PUNCT
fis-4294	163	21	wply	wply	NOUN
fis-4294	163	22	(	(	PUNCT
fis-4294	163	23	mm3	mm3	NOUN
fis-4294	163	24	)	)	PUNCT
fis-4294	163	25	100×100×3	100×100×3	NUM
fis-4294	163	26	1140	1140	NUM
fis-4294	163	27	1.77	1.77	NUM
fis-4294	163	28	*	*	SYM
fis-4294	163	29	106	106	NUM
fis-4294	163	30	1.77	1.77	NUM
fis-4294	163	31	*	*	SYM
fis-4294	163	32	106	106	NUM
fis-4294	163	33	39.4	39.4	NUM
fis-4294	163	34	39.4	39.4	NUM
fis-4294	163	35	35400	35400	NUM
fis-4294	163	36	35400	35400	NUM
fis-4294	163	37	41200	41200	NUM
fis-4294	163	38	41200	41200	NUM
fis-4294	163	39	table	table	NOUN
fis-4294	163	40	4	4	NUM
fis-4294	163	41	:	:	PUNCT
fis-4294	163	42	profile	profile	NOUN
fis-4294	163	43	properties	property	NOUN
fis-4294	163	44	[	[	X
fis-4294	163	45	49	49	NUM
fis-4294	163	46	]	]	PUNCT
fis-4294	163	47	conclusions	conclusion	NOUN
fis-4294	163	48	and	and	CCONJ
fis-4294	163	49	results	result	VERB
fis-4294	163	50	certification	certification	NOUN
fis-4294	163	51	results	result	VERB
fis-4294	163	52	comparison	comparison	NOUN
fis-4294	163	53	of	of	ADP
fis-4294	163	54	numerical	numerical	ADJ
fis-4294	163	55	and	and	CCONJ
fis-4294	163	56	experimental	experimental	ADJ
fis-4294	163	57	data	datum	NOUN
fis-4294	164	1	[	[	X
fis-4294	164	2	49	49	NUM
fis-4294	164	3	]	]	PUNCT
fis-4294	164	4	is	be	AUX
fis-4294	164	5	shown	show	VERB
fis-4294	164	6	in	in	ADP
fis-4294	164	7	fig	fig	NOUN
fis-4294	164	8	.	.	PUNCT
fis-4294	165	1	8	8	X
fis-4294	165	2	.	.	PUNCT
fis-4294	166	1	this	this	DET
fis-4294	166	2	graph	graph	NOUN
fis-4294	166	3	shows	show	VERB
fis-4294	166	4	how	how	SCONJ
fis-4294	166	5	well	well	ADV
fis-4294	166	6	the	the	DET
fis-4294	166	7	etabs	etab	NOUN
fis-4294	166	8	model	model	NOUN
fis-4294	166	9	fits	fit	VERB
fis-4294	166	10	with	with	ADP
fis-4294	166	11	the	the	DET
fis-4294	166	12	experimental	experimental	ADJ
fis-4294	166	13	data	datum	NOUN
fis-4294	166	14	.	.	PUNCT
fis-4294	167	1	the	the	DET
fis-4294	167	2	etabs	etab	NOUN
fis-4294	167	3	to	to	ADP
fis-4294	167	4	experimental	experimental	ADJ
fis-4294	167	5	axial	axial	ADJ
fis-4294	167	6	compressive	compressive	ADJ
fis-4294	167	7	strength	strength	NOUN
fis-4294	167	8	ratio	ratio	NOUN
fis-4294	167	9	(	(	PUNCT
fis-4294	167	10	pnum	pnum	ADJ
fis-4294	167	11	.	.	PUNCT
fis-4294	167	12	/	/	SYM
fis-4294	167	13	pexp	pexp	PROPN
fis-4294	167	14	)	)	PUNCT
fis-4294	167	15	and	and	CCONJ
fis-4294	167	16	the	the	DET
fis-4294	167	17	maximum	maximum	ADJ
fis-4294	167	18	longitudinal	longitudinal	ADJ
fis-4294	167	19	displacement	displacement	NOUN
fis-4294	167	20	(	(	PUNCT
fis-4294	167	21	δ	δ	PROPN
fis-4294	167	22	num	num	PROPN
fis-4294	167	23	/	/	SYM
fis-4294	167	24	δ	δ	PROPN
fis-4294	167	25	exp	exp	NOUN
fis-4294	167	26	)	)	PUNCT
fis-4294	167	27	fall	fall	VERB
fis-4294	167	28	between	between	ADP
fis-4294	167	29	1.03	1.03	NUM
fis-4294	167	30	and	and	CCONJ
fis-4294	167	31	1.04	1.04	NUM
fis-4294	167	32	.	.	PUNCT
fis-4294	168	1	specimens	specimen	NOUN
fis-4294	168	2	exposed	expose	VERB
fis-4294	168	3	to	to	ADP
fis-4294	168	4	stress	stress	NOUN
fis-4294	168	5	testing	testing	NOUN
fis-4294	168	6	are	be	AUX
fis-4294	168	7	shown	show	VERB
fis-4294	168	8	with	with	ADP
fis-4294	168	9	experimental	experimental	ADJ
fis-4294	168	10	and	and	CCONJ
fis-4294	168	11	numerical	numerical	ADJ
fis-4294	168	12	damage	damage	NOUN
fis-4294	168	13	in	in	ADP
fis-4294	168	14	fig.9	fig.9	PROPN
fis-4294	168	15	.	.	PUNCT
fis-4294	169	1	the	the	DET
fis-4294	169	2	numerical	numerical	ADJ
fis-4294	169	3	technique	technique	NOUN
fis-4294	169	4	correctly	correctly	ADV
fis-4294	169	5	predicts	predict	VERB
fis-4294	169	6	the	the	DET
fis-4294	169	7	test	test	NOUN
fis-4294	169	8	frame	frame	NOUN
fis-4294	169	9	's	's	PART
fis-4294	169	10	load	load	NOUN
fis-4294	169	11	-	-	PUNCT
fis-4294	169	12	bearing	bear	VERB
fis-4294	169	13	capabilities	capability	NOUN
fis-4294	169	14	,	,	PUNCT
fis-4294	169	15	maximum	maximum	ADJ
fis-4294	169	16	displacement	displacement	NOUN
fis-4294	169	17	,	,	PUNCT
fis-4294	169	18	and	and	CCONJ
fis-4294	169	19	failure	failure	NOUN
fis-4294	169	20	mechanism	mechanism	NOUN
fis-4294	169	21	.	.	PUNCT
fis-4294	170	1	given	give	VERB
fis-4294	170	2	that	that	SCONJ
fis-4294	170	3	the	the	DET
fis-4294	170	4	samples	sample	NOUN
fis-4294	170	5	differ	differ	VERB
fis-4294	170	6	by	by	ADP
fis-4294	170	7	less	less	ADJ
fis-4294	170	8	than	than	ADP
fis-4294	170	9	10	10	NUM
fis-4294	170	10	%	%	NOUN
fis-4294	170	11	.	.	PUNCT
fis-4294	171	1	this	this	DET
fis-4294	171	2	finding	finding	NOUN
fis-4294	171	3	is	be	AUX
fis-4294	171	4	consistent	consistent	ADJ
fis-4294	171	5	with	with	ADP
fis-4294	171	6	harba	harba	NOUN
fis-4294	171	7	and	and	CCONJ
fis-4294	171	8	abdulridha	abdulridha	NOUN
fis-4294	172	1	[	[	X
fis-4294	172	2	50	50	NUM
fis-4294	172	3	]	]	PUNCT
fis-4294	172	4	and	and	CCONJ
fis-4294	172	5	risan	risan	VERB
fis-4294	172	6	et	et	PROPN
fis-4294	172	7	al	al	PROPN
fis-4294	172	8	.	.	PUNCT
fis-4294	173	1	[	[	X
fis-4294	173	2	51	51	NUM
fis-4294	173	3	]	]	PUNCT
fis-4294	173	4	.	.	PUNCT
fis-4294	174	1	figure	figure	NOUN
fis-4294	174	2	8	8	NUM
fis-4294	174	3	:	:	PUNCT
fis-4294	174	4	the	the	DET
fis-4294	174	5	experimental	experimental	ADJ
fis-4294	174	6	[	[	X
fis-4294	174	7	49	49	NUM
fis-4294	174	8	]	]	PUNCT
fis-4294	174	9	and	and	CCONJ
fis-4294	174	10	etabs	etab	NOUN
fis-4294	174	11	lateral	lateral	ADJ
fis-4294	174	12	load	load	NOUN
fis-4294	174	13	–	–	PUNCT
fis-4294	174	14	displacement	displacement	ADJ
fis-4294	174	15	curves	curve	NOUN
fis-4294	174	16	.	.	PUNCT
fis-4294	175	1	t	t	PROPN
fis-4294	175	2	a	a	DET
fis-4294	175	3	a.	a.	NOUN
fis-4294	175	4	j.	j.	PROPN
fis-4294	175	5	abdulridha	abdulridha	PROPN
fis-4294	175	6	,	,	PUNCT
fis-4294	175	7	frattura	frattura	PROPN
fis-4294	175	8	ed	ed	PROPN
fis-4294	175	9	integrità	integrità	PROPN
fis-4294	175	10	strutturale	strutturale	PROPN
fis-4294	175	11	,	,	PUNCT
fis-4294	175	12	66	66	NUM
fis-4294	175	13	(	(	PUNCT
fis-4294	175	14	2023	2023	NUM
fis-4294	175	15	)	)	PUNCT
fis-4294	175	16	273	273	NUM
fis-4294	175	17	-	-	SYM
fis-4294	175	18	296	296	NUM
fis-4294	175	19	;	;	PUNCT
fis-4294	175	20	doi	doi	NOUN
fis-4294	175	21	:	:	PUNCT
fis-4294	175	22	10.3221	10.3221	NUM
fis-4294	175	23	/	/	SYM
fis-4294	175	24	igf	igf	PROPN
fis-4294	175	25	-	-	PROPN
fis-4294	175	26	esis.66.17	esis.66.17	PROPN
fis-4294	175	27	281	281	NUM
fis-4294	175	28	figure	figure	NOUN
fis-4294	175	29	9	9	NUM
fis-4294	175	30	:	:	PUNCT
fis-4294	175	31	damage	damage	NOUN
fis-4294	175	32	under	under	ADP
fis-4294	175	33	lateral	lateral	ADJ
fis-4294	175	34	load	load	NOUN
fis-4294	175	35	as	as	SCONJ
fis-4294	175	36	measured	measure	VERB
fis-4294	175	37	experimentally	experimentally	ADV
fis-4294	175	38	[	[	X
fis-4294	175	39	49	49	NUM
fis-4294	175	40	]	]	PUNCT
fis-4294	175	41	and	and	CCONJ
fis-4294	175	42	predicted	predict	VERB
fis-4294	175	43	by	by	ADP
fis-4294	175	44	etabs	etab	NOUN
fis-4294	175	45	.	.	PUNCT
fis-4294	176	1	findings	finding	NOUN
fis-4294	176	2	on	on	ADP
fis-4294	176	3	controlled	control	VERB
fis-4294	176	4	-	-	PUNCT
fis-4294	176	5	steel	steel	NOUN
fis-4294	176	6	buildings	building	NOUN
fis-4294	176	7	ince	ince	VERB
fis-4294	176	8	this	this	DET
fis-4294	176	9	research	research	NOUN
fis-4294	176	10	aims	aim	VERB
fis-4294	176	11	to	to	PART
fis-4294	176	12	assess	assess	VERB
fis-4294	176	13	the	the	DET
fis-4294	176	14	earthquake	earthquake	NOUN
fis-4294	176	15	resistance	resistance	NOUN
fis-4294	176	16	of	of	ADP
fis-4294	176	17	a	a	DET
fis-4294	176	18	steel	steel	NOUN
fis-4294	176	19	multi	multi	ADJ
fis-4294	176	20	-	-	ADJ
fis-4294	176	21	story	story	ADJ
fis-4294	176	22	structure	structure	NOUN
fis-4294	176	23	equipped	equip	VERB
fis-4294	176	24	with	with	ADP
fis-4294	176	25	an	an	DET
fis-4294	176	26	eccentric	eccentric	ADJ
fis-4294	176	27	x	x	NOUN
fis-4294	176	28	-	-	NOUN
fis-4294	176	29	brace	brace	NOUN
fis-4294	176	30	,	,	PUNCT
fis-4294	176	31	the	the	DET
fis-4294	176	32	findings	finding	NOUN
fis-4294	176	33	must	must	AUX
fis-4294	176	34	be	be	AUX
fis-4294	176	35	as	as	ADV
fis-4294	176	36	consistent	consistent	ADJ
fis-4294	176	37	as	as	ADP
fis-4294	176	38	possible	possible	ADJ
fis-4294	176	39	.	.	PUNCT
fis-4294	177	1	the	the	DET
fis-4294	177	2	x	x	NOUN
fis-4294	177	3	-	-	NOUN
fis-4294	177	4	brace	brace	NOUN
fis-4294	177	5	section	section	NOUN
fis-4294	177	6	of	of	ADP
fis-4294	177	7	the	the	DET
fis-4294	177	8	control	control	NOUN
fis-4294	177	9	steel	steel	NOUN
fis-4294	177	10	structures	structure	NOUN
fis-4294	177	11	is	be	AUX
fis-4294	177	12	w6	w6	PROPN
fis-4294	177	13	x	x	PUNCT
fis-4294	177	14	16	16	NUM
fis-4294	177	15	inches	inch	NOUN
fis-4294	177	16	,	,	PUNCT
fis-4294	177	17	and	and	CCONJ
fis-4294	177	18	the	the	DET
fis-4294	177	19	buildings	building	NOUN
fis-4294	177	20	range	range	VERB
fis-4294	177	21	in	in	ADP
fis-4294	177	22	height	height	NOUN
fis-4294	177	23	from	from	ADP
fis-4294	177	24	6	6	NUM
fis-4294	177	25	to	to	PART
fis-4294	177	26	12	12	NUM
fis-4294	177	27	stories	story	NOUN
fis-4294	177	28	.	.	PUNCT
fis-4294	178	1	tabs	tab	NOUN
fis-4294	178	2	.	.	PUNCT
fis-4294	179	1	5	5	NUM
fis-4294	179	2	show	show	VERB
fis-4294	179	3	the	the	DET
fis-4294	179	4	numerical	numerical	ADJ
fis-4294	179	5	outcomes	outcome	NOUN
fis-4294	179	6	of	of	ADP
fis-4294	179	7	the	the	DET
fis-4294	179	8	w6x16	w6x16	PROPN
fis-4294	179	9	x	x	NOUN
fis-4294	179	10	-	-	NOUN
fis-4294	179	11	brace	brace	NOUN
fis-4294	179	12	sectioned	section	VERB
fis-4294	179	13	multi	multi	ADJ
fis-4294	179	14	-	-	ADJ
fis-4294	179	15	story	story	ADJ
fis-4294	179	16	buildings	building	NOUN
fis-4294	179	17	(	(	PUNCT
fis-4294	179	18	6	6	NUM
fis-4294	179	19	,	,	PUNCT
fis-4294	179	20	9	9	NUM
fis-4294	179	21	,	,	PUNCT
fis-4294	179	22	and	and	CCONJ
fis-4294	179	23	12	12	NUM
fis-4294	179	24	)	)	PUNCT
fis-4294	179	25	.	.	PUNCT
fis-4294	180	1	the	the	DET
fis-4294	180	2	behavior	behavior	NOUN
fis-4294	180	3	of	of	ADP
fis-4294	180	4	lateral	lateral	ADJ
fis-4294	180	5	displacements	displacement	NOUN
fis-4294	180	6	and	and	CCONJ
fis-4294	180	7	lateral	lateral	ADJ
fis-4294	180	8	drift	drift	NOUN
fis-4294	180	9	due	due	ADP
fis-4294	180	10	to	to	ADP
fis-4294	180	11	seismic	seismic	ADJ
fis-4294	180	12	stress	stress	NOUN
fis-4294	180	13	is	be	AUX
fis-4294	180	14	shown	show	VERB
fis-4294	180	15	in	in	ADP
fis-4294	180	16	figs	fig	NOUN
fis-4294	180	17	.	.	PUNCT
fis-4294	181	1	10	10	NUM
fis-4294	181	2	through	through	ADP
fis-4294	181	3	12	12	NUM
fis-4294	181	4	as	as	ADP
fis-4294	181	5	a	a	DET
fis-4294	181	6	function	function	NOUN
fis-4294	181	7	of	of	ADP
fis-4294	181	8	the	the	DET
fis-4294	181	9	eccentricity	eccentricity	NOUN
fis-4294	181	10	of	of	ADP
fis-4294	181	11	the	the	DET
fis-4294	181	12	x	x	NOUN
fis-4294	181	13	-	-	NOUN
fis-4294	181	14	brace	brace	NOUN
fis-4294	181	15	.	.	PUNCT
fis-4294	182	1	x	x	X
fis-4294	182	2	-	-	PUNCT
fis-4294	182	3	brace	brace	NOUN
fis-4294	182	4	position	position	NOUN
fis-4294	182	5	building	build	VERB
fis-4294	182	6	code	code	NOUN
fis-4294	182	7	eccentricity	eccentricity	NOUN
fis-4294	182	8	(	(	PUNCT
fis-4294	182	9	mm	mm	NOUN
fis-4294	182	10	)	)	PUNCT
fis-4294	182	11	e	e	NOUN
fis-4294	182	12	/	/	SYM
fis-4294	182	13	l	l	NOUN
fis-4294	182	14	displacement	displacement	NOUN
fis-4294	182	15	x	x	NOUN
fis-4294	182	16	-	-	NOUN
fis-4294	182	17	direction	direction	NOUN
fis-4294	182	18	(	(	PUNCT
fis-4294	182	19	mm	mm	NOUN
fis-4294	182	20	)	)	PUNCT
fis-4294	182	21	increasing	increase	VERB
fis-4294	182	22	%	%	NOUN
fis-4294	182	23	displacement	displacement	ADJ
fis-4294	182	24	y	y	NOUN
fis-4294	182	25	-	-	PUNCT
fis-4294	182	26	direction	direction	NOUN
fis-4294	182	27	(	(	PUNCT
fis-4294	182	28	mm	mm	NOUN
fis-4294	182	29	)	)	PUNCT
fis-4294	182	30	increasing	increase	VERB
fis-4294	182	31	%	%	NOUN
fis-4294	182	32	max	max	PROPN
fis-4294	182	33	.	.	PROPN
fis-4294	182	34	drift	drift	NOUN
fis-4294	182	35	xdirection	xdirection	NOUN
fis-4294	182	36	increasing	increase	VERB
fis-4294	182	37	%	%	NOUN
fis-4294	182	38	max	max	PROPN
fis-4294	182	39	.	.	PROPN
fis-4294	183	1	drift	drift	NOUN
fis-4294	183	2	ydirection	ydirection	NOUN
fis-4294	183	3	increasing	increase	VERB
fis-4294	183	4	%	%	NOUN
fis-4294	183	5	corner	corner	NOUN
fis-4294	183	6	sc6	sc6	NOUN
fis-4294	183	7	-	-	PUNCT
fis-4294	183	8	b16	b16	NOUN
fis-4294	183	9	-	-	PUNCT
fis-4294	183	10	1	1	NUM
fis-4294	183	11	0	0	NUM
fis-4294	183	12	0	0	NUM
fis-4294	183	13	171.5	171.5	NUM
fis-4294	183	14	88.2	88.2	NUM
fis-4294	183	15	0.016	0.016	NUM
fis-4294	183	16	0.006	0.006	NUM
fis-4294	183	17	sc6	sc6	ADJ
fis-4294	183	18	-	-	PUNCT
fis-4294	183	19	b16	b16	NOUN
fis-4294	183	20	-	-	PUNCT
fis-4294	183	21	2	2	NUM
fis-4294	183	22	500	500	NUM
fis-4294	183	23	0.094	0.094	NUM
fis-4294	183	24	197.2	197.2	NUM
fis-4294	183	25	14.9	14.9	NUM
fis-4294	183	26	99.6	99.6	NUM
fis-4294	183	27	12.9	12.9	NUM
fis-4294	183	28	0.017	0.017	NUM
fis-4294	183	29	6.3	6.3	NUM
fis-4294	183	30	0.007	0.007	NUM
fis-4294	183	31	16.7	16.7	NUM
fis-4294	183	32	sc6	sc6	ADJ
fis-4294	183	33	-	-	PUNCT
fis-4294	183	34	b16	b16	NOUN
fis-4294	183	35	-	-	PUNCT
fis-4294	183	36	3	3	NUM
fis-4294	183	37	1000	1000	NUM
fis-4294	183	38	0.188	0.188	NUM
fis-4294	183	39	316.9	316.9	NUM
fis-4294	183	40	84.7	84.7	NUM
fis-4294	183	41	158.2	158.2	NUM
fis-4294	183	42	58.8	58.8	NUM
fis-4294	183	43	0.023	0.023	NUM
fis-4294	183	44	43.8	43.8	NUM
fis-4294	183	45	0.010	0.010	NUM
fis-4294	183	46	66.7	66.7	NUM
fis-4294	183	47	sc6	sc6	ADJ
fis-4294	183	48	-	-	PUNCT
fis-4294	183	49	b16	b16	NOUN
fis-4294	183	50	-	-	PUNCT
fis-4294	183	51	4	4	NUM
fis-4294	183	52	1500	1500	NUM
fis-4294	183	53	0.282	0.282	NUM
fis-4294	183	54	375.8	375.8	NUM
fis-4294	183	55	119.1	119.1	NUM
fis-4294	183	56	159.4	159.4	NUM
fis-4294	183	57	0.8	0.8	NUM
fis-4294	183	58	0.028	0.028	NUM
fis-4294	183	59	75.0	75.0	NUM
fis-4294	183	60	0.011	0.011	NUM
fis-4294	183	61	83.3	83.3	NUM
fis-4294	183	62	side	side	NOUN
fis-4294	183	63	ss6	ss6	NOUN
fis-4294	183	64	-	-	PUNCT
fis-4294	183	65	b16	b16	PROPN
fis-4294	183	66	-	-	PUNCT
fis-4294	183	67	1	1	NUM
fis-4294	183	68	0	0	NUM
fis-4294	183	69	0	0	NUM
fis-4294	183	70	158.9	158.9	NUM
fis-4294	183	71	78.8	78.8	NUM
fis-4294	183	72	0.015	0.015	NUM
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fis-4294	183	75	-	-	PUNCT
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fis-4294	183	126	0	0	NUM
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fis-4294	183	158	9.5	9.5	NUM
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fis-4294	183	188	ss9	ss9	PROPN
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fis-4294	183	200	0	0	NUM
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fis-4294	183	203	ss9	ss9	PROPN
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fis-4294	183	236	b16	b16	PROPN
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fis-4294	183	272	-5.0	-5.0	PUNCT
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fis-4294	183	275	sc12	sc12	PROPN
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fis-4294	183	293	b16	b16	PROPN
fis-4294	183	294	-	-	PUNCT
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fis-4294	183	317	ss12	ss12	PROPN
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fis-4294	183	319	b16	b16	PROPN
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fis-4294	183	329	-5.0	-5.0	PUNCT
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fis-4294	183	344	0	0	NUM
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fis-4294	183	349	:	:	PUNCT
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fis-4294	183	359	-	-	PUNCT
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fis-4294	183	382	(	(	PUNCT
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fis-4294	183	384	)	)	PUNCT
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fis-4294	183	386	-	-	SYM
fis-4294	183	387	296	296	NUM
fis-4294	183	388	;	;	PUNCT
fis-4294	183	389	doi	doi	NOUN
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fis-4294	183	392	/	/	SYM
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fis-4294	183	394	-	-	ADJ
fis-4294	183	395	esis.66.17	esis.66.17	PROPN
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fis-4294	183	398	10	10	NUM
fis-4294	183	399	:	:	PUNCT
fis-4294	183	400	the	the	DET
fis-4294	183	401	6	6	NUM
fis-4294	183	402	-	-	PUNCT
fis-4294	183	403	story	story	NOUN
fis-4294	183	404	buildings	building	NOUN
fis-4294	183	405	behavior	behavior	NOUN
fis-4294	183	406	(	(	PUNCT
fis-4294	183	407	a	a	DET
fis-4294	183	408	)	)	PUNCT
fis-4294	183	409	story	story	NOUN
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fis-4294	183	411	displacement	displacement	NOUN
fis-4294	183	412	curves	curve	NOUN
fis-4294	183	413	and	and	CCONJ
fis-4294	183	414	(	(	PUNCT
fis-4294	183	415	b	b	NOUN
fis-4294	183	416	)	)	PUNCT
fis-4294	183	417	story	story	NOUN
fis-4294	183	418	-lateral	-lateral	ADJ
fis-4294	183	419	drift	drift	NOUN
fis-4294	183	420	curves	curve	NOUN
fis-4294	183	421	.	.	PUNCT
fis-4294	184	1	figure	figure	NOUN
fis-4294	184	2	11	11	NUM
fis-4294	184	3	:	:	PUNCT
fis-4294	184	4	the	the	DET
fis-4294	184	5	9	9	NUM
fis-4294	184	6	-	-	PUNCT
fis-4294	184	7	story	story	NOUN
fis-4294	184	8	buildings	building	NOUN
fis-4294	184	9	behavior	behavior	NOUN
fis-4294	184	10	(	(	PUNCT
fis-4294	184	11	a	a	DET
fis-4294	184	12	)	)	PUNCT
fis-4294	184	13	story	story	NOUN
fis-4294	184	14	lateral	lateral	ADJ
fis-4294	184	15	displacement	displacement	NOUN
fis-4294	184	16	curves	curve	NOUN
fis-4294	184	17	and	and	CCONJ
fis-4294	184	18	(	(	PUNCT
fis-4294	184	19	b	b	NOUN
fis-4294	184	20	)	)	PUNCT
fis-4294	184	21	story	story	NOUN
fis-4294	184	22	-lateral	-lateral	ADJ
fis-4294	184	23	drift	drift	NOUN
fis-4294	184	24	curves	curve	NOUN
fis-4294	184	25	.	.	PUNCT
fis-4294	185	1	a.	a.	PROPN
fis-4294	185	2	j.	j.	PROPN
fis-4294	185	3	abdulridha	abdulridha	PROPN
fis-4294	185	4	,	,	PUNCT
fis-4294	185	5	frattura	frattura	PROPN
fis-4294	185	6	ed	ed	PROPN
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fis-4294	185	8	strutturale	strutturale	PROPN
fis-4294	185	9	,	,	PUNCT
fis-4294	185	10	66	66	NUM
fis-4294	185	11	(	(	PUNCT
fis-4294	185	12	2023	2023	NUM
fis-4294	185	13	)	)	PUNCT
fis-4294	185	14	273	273	NUM
fis-4294	185	15	-	-	SYM
fis-4294	185	16	296	296	NUM
fis-4294	185	17	;	;	PUNCT
fis-4294	185	18	doi	doi	NOUN
fis-4294	185	19	:	:	PUNCT
fis-4294	185	20	10.3221	10.3221	NUM
fis-4294	185	21	/	/	SYM
fis-4294	185	22	igf	igf	PROPN
fis-4294	185	23	-	-	ADJ
fis-4294	185	24	esis.66.17	esis.66.17	PROPN
fis-4294	185	25	283	283	NUM
fis-4294	185	26	figure	figure	NOUN
fis-4294	185	27	12	12	NUM
fis-4294	185	28	:	:	PUNCT
fis-4294	185	29	the	the	DET
fis-4294	185	30	12	12	NUM
fis-4294	185	31	-	-	PUNCT
fis-4294	185	32	story	story	NOUN
fis-4294	185	33	buildings	building	NOUN
fis-4294	185	34	behavior	behavior	NOUN
fis-4294	185	35	(	(	PUNCT
fis-4294	185	36	a	a	DET
fis-4294	185	37	)	)	PUNCT
fis-4294	185	38	story	story	NOUN
fis-4294	185	39	lateral	lateral	ADJ
fis-4294	185	40	displacement	displacement	NOUN
fis-4294	185	41	curves	curve	NOUN
fis-4294	185	42	and	and	CCONJ
fis-4294	185	43	(	(	PUNCT
fis-4294	185	44	b	b	NOUN
fis-4294	185	45	)	)	PUNCT
fis-4294	185	46	story	story	NOUN
fis-4294	185	47	-lateral	-lateral	ADJ
fis-4294	185	48	drift	drift	NOUN
fis-4294	185	49	curves	curve	NOUN
fis-4294	185	50	.	.	PUNCT
fis-4294	186	1	effect	effect	NOUN
fis-4294	186	2	of	of	ADP
fis-4294	186	3	eccentric	eccentric	ADJ
fis-4294	186	4	x	x	NOUN
fis-4294	186	5	-	-	PUNCT
fis-4294	186	6	bracing	brace	VERB
fis-4294	186	7	on	on	ADP
fis-4294	186	8	the	the	DET
fis-4294	186	9	story	story	NOUN
fis-4294	186	10	lateral	lateral	ADJ
fis-4294	186	11	displacement	displacement	NOUN
fis-4294	186	12	he	he	PRON
fis-4294	186	13	impact	impact	NOUN
fis-4294	186	14	of	of	ADP
fis-4294	186	15	bracings	bracing	NOUN
fis-4294	186	16	may	may	AUX
fis-4294	186	17	be	be	AUX
fis-4294	186	18	studied	study	VERB
fis-4294	186	19	using	use	VERB
fis-4294	186	20	story	story	NOUN
fis-4294	186	21	lateral	lateral	ADJ
fis-4294	186	22	displacement	displacement	NOUN
fis-4294	186	23	tables	table	NOUN
fis-4294	186	24	and	and	CCONJ
fis-4294	186	25	graphs	graph	NOUN
fis-4294	186	26	.	.	PUNCT
fis-4294	187	1	it	it	PRON
fis-4294	187	2	is	be	AUX
fis-4294	187	3	found	find	VERB
fis-4294	187	4	that	that	SCONJ
fis-4294	187	5	the	the	DET
fis-4294	187	6	lateral	lateral	ADJ
fis-4294	187	7	displacements	displacement	NOUN
fis-4294	187	8	at	at	ADP
fis-4294	187	9	each	each	DET
fis-4294	187	10	story	story	NOUN
fis-4294	187	11	level	level	NOUN
fis-4294	187	12	may	may	AUX
fis-4294	187	13	be	be	AUX
fis-4294	187	14	significantly	significantly	ADV
fis-4294	187	15	increased	increase	VERB
fis-4294	187	16	at	at	ADP
fis-4294	187	17	the	the	DET
fis-4294	187	18	top	top	ADJ
fis-4294	187	19	story	story	NOUN
fis-4294	187	20	level	level	NOUN
fis-4294	187	21	by	by	ADP
fis-4294	187	22	adding	add	VERB
fis-4294	187	23	different	different	ADJ
fis-4294	187	24	eccentric	eccentric	ADJ
fis-4294	187	25	bracing	brace	VERB
fis-4294	187	26	patterns	pattern	NOUN
fis-4294	187	27	to	to	ADP
fis-4294	187	28	the	the	DET
fis-4294	187	29	basic	basic	ADJ
fis-4294	187	30	frame	frame	NOUN
fis-4294	187	31	structure	structure	NOUN
fis-4294	187	32	.	.	PUNCT
fis-4294	188	1	the	the	DET
fis-4294	188	2	chart	chart	NOUN
fis-4294	188	3	shows	show	VERB
fis-4294	188	4	that	that	SCONJ
fis-4294	188	5	for	for	ADP
fis-4294	188	6	multi	multi	ADJ
fis-4294	188	7	-	-	ADJ
fis-4294	188	8	story	story	ADJ
fis-4294	188	9	buildings	building	NOUN
fis-4294	188	10	with	with	ADP
fis-4294	188	11	six	six	NUM
fis-4294	188	12	stories	story	NOUN
fis-4294	188	13	and	and	CCONJ
fis-4294	188	14	an	an	DET
fis-4294	188	15	x	x	ADJ
fis-4294	188	16	-	-	NOUN
fis-4294	188	17	brace	brace	NOUN
fis-4294	188	18	section	section	NOUN
fis-4294	188	19	of	of	ADP
fis-4294	188	20	w6x16	w6x16	PROPN
fis-4294	188	21	at	at	ADP
fis-4294	188	22	the	the	DET
fis-4294	188	23	corner	corner	NOUN
fis-4294	188	24	position	position	NOUN
fis-4294	188	25	,	,	PUNCT
fis-4294	188	26	the	the	DET
fis-4294	188	27	lateral	lateral	ADJ
fis-4294	188	28	displacement	displacement	NOUN
fis-4294	188	29	rises	rise	VERB
fis-4294	188	30	by	by	ADP
fis-4294	188	31	14.9	14.9	NUM
fis-4294	188	32	%	%	NOUN
fis-4294	188	33	,	,	PUNCT
fis-4294	188	34	84.7	84.7	NUM
fis-4294	188	35	%	%	NOUN
fis-4294	188	36	,	,	PUNCT
fis-4294	188	37	and	and	CCONJ
fis-4294	188	38	119.1	119.1	NUM
fis-4294	188	39	%	%	NOUN
fis-4294	188	40	as	as	ADP
fis-4294	188	41	eccentricity	eccentricity	NOUN
fis-4294	188	42	increases	increase	NOUN
fis-4294	188	43	.	.	PUNCT
fis-4294	189	1	moreover	moreover	ADV
fis-4294	189	2	,	,	PUNCT
fis-4294	189	3	for	for	ADP
fis-4294	189	4	multi	multi	ADJ
fis-4294	189	5	-	-	ADJ
fis-4294	189	6	story	story	ADJ
fis-4294	189	7	buildings	building	NOUN
fis-4294	189	8	with	with	ADP
fis-4294	189	9	a	a	DET
fis-4294	189	10	w6x16	w6x16	PROPN
fis-4294	189	11	eccentric	eccentric	ADJ
fis-4294	189	12	x	x	NOUN
fis-4294	189	13	-	-	NOUN
fis-4294	189	14	brace	brace	NOUN
fis-4294	189	15	section	section	NOUN
fis-4294	189	16	at	at	ADP
fis-4294	189	17	the	the	DET
fis-4294	189	18	side	side	NOUN
fis-4294	189	19	position	position	NOUN
fis-4294	189	20	,	,	PUNCT
fis-4294	189	21	an	an	DET
fis-4294	189	22	increased	increase	VERB
fis-4294	189	23	eccentrically	eccentrically	ADV
fis-4294	189	24	braced	brace	VERB
fis-4294	189	25	frame	frame	NOUN
fis-4294	189	26	increased	increase	VERB
fis-4294	189	27	lateral	lateral	ADJ
fis-4294	189	28	displacement	displacement	NOUN
fis-4294	189	29	by	by	ADP
fis-4294	189	30	23.8	23.8	NUM
fis-4294	189	31	%	%	NOUN
fis-4294	189	32	,	,	PUNCT
fis-4294	189	33	94.4	94.4	NUM
fis-4294	189	34	%	%	NOUN
fis-4294	189	35	,	,	PUNCT
fis-4294	189	36	and	and	CCONJ
fis-4294	189	37	131.2	131.2	NUM
fis-4294	189	38	%	%	NOUN
fis-4294	189	39	.	.	PUNCT
fis-4294	190	1	for	for	ADP
fis-4294	190	2	9	9	NUM
fis-4294	190	3	-	-	PUNCT
fis-4294	190	4	story	story	NOUN
fis-4294	190	5	multi	multi	ADJ
fis-4294	190	6	-	-	ADJ
fis-4294	190	7	story	story	ADJ
fis-4294	190	8	buildings	building	NOUN
fis-4294	190	9	with	with	ADP
fis-4294	190	10	an	an	DET
fis-4294	190	11	x	x	ADJ
fis-4294	190	12	-	-	NOUN
fis-4294	190	13	brace	brace	NOUN
fis-4294	190	14	section	section	NOUN
fis-4294	190	15	of	of	ADP
fis-4294	190	16	w6x16	w6x16	PROPN
fis-4294	190	17	in	in	ADP
fis-4294	190	18	the	the	DET
fis-4294	190	19	corner	corner	NOUN
fis-4294	190	20	position	position	NOUN
fis-4294	190	21	,	,	PUNCT
fis-4294	190	22	increasing	increase	VERB
fis-4294	190	23	the	the	DET
fis-4294	190	24	eccentricity	eccentricity	NOUN
fis-4294	190	25	of	of	ADP
fis-4294	190	26	the	the	DET
fis-4294	190	27	bracing	bracing	NOUN
fis-4294	190	28	from	from	ADP
fis-4294	190	29	0	0	NUM
fis-4294	190	30	to	to	PART
fis-4294	190	31	1500	1500	NUM
fis-4294	190	32	mm	mm	NOUN
fis-4294	190	33	increased	increase	VERB
fis-4294	190	34	the	the	DET
fis-4294	190	35	lateral	lateral	ADJ
fis-4294	190	36	displacement	displacement	NOUN
fis-4294	190	37	of	of	ADP
fis-4294	190	38	by	by	ADP
fis-4294	190	39	12.9	12.9	NUM
fis-4294	190	40	percent	percent	NOUN
fis-4294	190	41	,	,	PUNCT
fis-4294	190	42	79.4	79.4	NUM
fis-4294	190	43	percent	percent	NOUN
fis-4294	190	44	and	and	CCONJ
fis-4294	190	45	80.7	80.7	NUM
fis-4294	190	46	percent	percent	NOUN
fis-4294	190	47	,	,	PUNCT
fis-4294	190	48	respectively	respectively	ADV
fis-4294	190	49	.	.	PUNCT
fis-4294	191	1	furthermore	furthermore	ADV
fis-4294	191	2	,	,	PUNCT
fis-4294	191	3	for	for	ADP
fis-4294	191	4	multi	multi	ADJ
fis-4294	191	5	-	-	ADJ
fis-4294	191	6	story	story	ADJ
fis-4294	191	7	buildings	building	NOUN
fis-4294	191	8	with	with	ADP
fis-4294	191	9	an	an	DET
fis-4294	191	10	x	x	ADJ
fis-4294	191	11	-	-	NOUN
fis-4294	191	12	brace	brace	NOUN
fis-4294	191	13	section	section	NOUN
fis-4294	191	14	of	of	ADP
fis-4294	191	15	w6x16	w6x16	PROPN
fis-4294	191	16	at	at	ADP
fis-4294	191	17	the	the	DET
fis-4294	191	18	side	side	NOUN
fis-4294	191	19	position	position	NOUN
fis-4294	191	20	,	,	PUNCT
fis-4294	191	21	increases	increase	VERB
fis-4294	191	22	in	in	ADP
fis-4294	191	23	eccentrically	eccentrically	ADV
fis-4294	191	24	braced	brace	VERB
fis-4294	191	25	frames	frame	NOUN
fis-4294	191	26	from	from	ADP
fis-4294	191	27	0	0	NUM
fis-4294	191	28	to	to	PART
fis-4294	191	29	1500	1500	NUM
fis-4294	191	30	mm	mm	NOUN
fis-4294	191	31	resulted	result	VERB
fis-4294	191	32	in	in	ADP
fis-4294	191	33	increasing	increase	VERB
fis-4294	191	34	the	the	DET
fis-4294	191	35	lateral	lateral	ADJ
fis-4294	191	36	displacement	displacement	NOUN
fis-4294	191	37	of	of	ADP
fis-4294	191	38	by	by	ADP
fis-4294	191	39	40.2	40.2	NUM
fis-4294	191	40	,	,	PUNCT
fis-4294	191	41	101.3	101.3	NUM
fis-4294	191	42	and	and	CCONJ
fis-4294	191	43	102.3	102.3	NUM
fis-4294	191	44	percent	percent	NOUN
fis-4294	191	45	,	,	PUNCT
fis-4294	191	46	respectively	respectively	ADV
fis-4294	191	47	.	.	PUNCT
fis-4294	192	1	for	for	ADP
fis-4294	192	2	12	12	NUM
fis-4294	192	3	-	-	PUNCT
fis-4294	192	4	story	story	NOUN
fis-4294	192	5	multi	multi	ADJ
fis-4294	192	6	-	-	ADJ
fis-4294	192	7	story	story	ADJ
fis-4294	192	8	buildings	building	NOUN
fis-4294	192	9	with	with	ADP
fis-4294	192	10	an	an	DET
fis-4294	192	11	x	x	ADJ
fis-4294	192	12	-	-	NOUN
fis-4294	192	13	brace	brace	NOUN
fis-4294	192	14	section	section	NOUN
fis-4294	192	15	of	of	ADP
fis-4294	192	16	w6x16	w6x16	PROPN
fis-4294	192	17	at	at	ADP
fis-4294	192	18	the	the	DET
fis-4294	192	19	corner	corner	NOUN
fis-4294	192	20	site	site	NOUN
fis-4294	192	21	,	,	PUNCT
fis-4294	192	22	the	the	DET
fis-4294	192	23	lateral	lateral	ADJ
fis-4294	192	24	displacement	displacement	NOUN
fis-4294	192	25	decreased	decrease	VERB
fis-4294	192	26	by	by	ADP
fis-4294	192	27	3.6	3.6	NUM
fis-4294	192	28	%	%	NOUN
fis-4294	192	29	,	,	PUNCT
fis-4294	192	30	16.1	16.1	NUM
fis-4294	192	31	%	%	NOUN
fis-4294	192	32	,	,	PUNCT
fis-4294	192	33	and	and	CCONJ
fis-4294	192	34	19.9	19.9	NUM
fis-4294	192	35	%	%	NOUN
fis-4294	192	36	as	as	ADP
fis-4294	192	37	the	the	DET
fis-4294	192	38	eccentricity	eccentricity	NOUN
fis-4294	192	39	of	of	ADP
fis-4294	192	40	the	the	DET
fis-4294	192	41	bracing	brace	VERB
fis-4294	192	42	increased	increase	VERB
fis-4294	192	43	.	.	PUNCT
fis-4294	193	1	furthermore	furthermore	ADV
fis-4294	193	2	,	,	PUNCT
fis-4294	193	3	for	for	ADP
fis-4294	193	4	multi	multi	ADJ
fis-4294	193	5	-	-	ADJ
fis-4294	193	6	story	story	ADJ
fis-4294	193	7	buildings	building	NOUN
fis-4294	193	8	with	with	ADP
fis-4294	193	9	a	a	DET
fis-4294	193	10	w6x16	w6x16	PROPN
fis-4294	193	11	eccentric	eccentric	ADJ
fis-4294	193	12	x	x	NOUN
fis-4294	193	13	-	-	NOUN
fis-4294	193	14	brace	brace	NOUN
fis-4294	193	15	section	section	NOUN
fis-4294	193	16	at	at	ADP
fis-4294	193	17	the	the	DET
fis-4294	193	18	side	side	NOUN
fis-4294	193	19	position	position	NOUN
fis-4294	193	20	,	,	PUNCT
fis-4294	193	21	the	the	DET
fis-4294	193	22	lateral	lateral	ADJ
fis-4294	193	23	displacement	displacement	NOUN
fis-4294	193	24	decreased	decrease	VERB
fis-4294	193	25	by	by	ADP
fis-4294	193	26	2.0	2.0	NUM
fis-4294	193	27	%	%	NOUN
fis-4294	193	28	,	,	PUNCT
fis-4294	193	29	13.7	13.7	NUM
fis-4294	193	30	%	%	NOUN
fis-4294	193	31	,	,	PUNCT
fis-4294	193	32	and	and	CCONJ
fis-4294	193	33	17.9	17.9	NUM
fis-4294	193	34	%	%	NOUN
fis-4294	193	35	as	as	SCONJ
fis-4294	193	36	stories	story	NOUN
fis-4294	193	37	increased	increase	VERB
fis-4294	193	38	.	.	PUNCT
fis-4294	194	1	compared	compare	VERB
fis-4294	194	2	to	to	ADP
fis-4294	194	3	9and	9and	PROPN
fis-4294	194	4	12	12	NUM
fis-4294	194	5	-	-	PUNCT
fis-4294	194	6	story	story	NOUN
fis-4294	194	7	multi	multi	ADJ
fis-4294	194	8	-	-	ADJ
fis-4294	194	9	story	story	ADJ
fis-4294	194	10	structures	structure	NOUN
fis-4294	194	11	,	,	PUNCT
fis-4294	194	12	the	the	DET
fis-4294	194	13	findings	finding	NOUN
fis-4294	194	14	show	show	VERB
fis-4294	194	15	that	that	SCONJ
fis-4294	194	16	eccentric	eccentric	ADJ
fis-4294	194	17	x	x	NOUN
fis-4294	194	18	-	-	NOUN
fis-4294	194	19	braces	brace	NOUN
fis-4294	194	20	are	be	AUX
fis-4294	194	21	superior	superior	ADJ
fis-4294	194	22	at	at	ADP
fis-4294	194	23	minimizing	minimize	VERB
fis-4294	194	24	upper	upper	ADJ
fis-4294	194	25	-	-	PUNCT
fis-4294	194	26	story	story	NOUN
fis-4294	194	27	displacement	displacement	NOUN
fis-4294	194	28	in	in	ADP
fis-4294	194	29	6	6	NUM
fis-4294	194	30	-	-	PUNCT
fis-4294	194	31	story	story	NOUN
fis-4294	194	32	multi	multi	ADJ
fis-4294	194	33	-	-	ADJ
fis-4294	194	34	story	story	ADJ
fis-4294	194	35	buildings	building	NOUN
fis-4294	194	36	.	.	PUNCT
fis-4294	195	1	lateral	lateral	ADJ
fis-4294	195	2	displacement	displacement	NOUN
fis-4294	195	3	at	at	ADP
fis-4294	195	4	each	each	DET
fis-4294	195	5	floor	floor	NOUN
fis-4294	195	6	rose	rise	VERB
fis-4294	195	7	as	as	SCONJ
fis-4294	195	8	the	the	DET
fis-4294	195	9	eccentricity	eccentricity	NOUN
fis-4294	195	10	of	of	ADP
fis-4294	195	11	the	the	DET
fis-4294	195	12	eccentric	eccentric	ADJ
fis-4294	195	13	x	x	NOUN
fis-4294	195	14	-	-	NOUN
fis-4294	195	15	brace	brace	NOUN
fis-4294	195	16	did	do	VERB
fis-4294	195	17	since	since	SCONJ
fis-4294	195	18	the	the	DET
fis-4294	195	19	structure	structure	NOUN
fis-4294	195	20	became	become	VERB
fis-4294	195	21	less	less	ADV
fis-4294	195	22	stiff	stiff	ADJ
fis-4294	195	23	laterally	laterally	ADV
fis-4294	195	24	.	.	PUNCT
fis-4294	196	1	t	t	PROPN
fis-4294	196	2	a.	a.	PROPN
fis-4294	196	3	j.	j.	PROPN
fis-4294	196	4	abdulridha	abdulridha	PROPN
fis-4294	196	5	,	,	PUNCT
fis-4294	196	6	frattura	frattura	PROPN
fis-4294	196	7	ed	ed	PROPN
fis-4294	196	8	integrità	integrità	PROPN
fis-4294	196	9	strutturale	strutturale	PROPN
fis-4294	196	10	,	,	PUNCT
fis-4294	196	11	66	66	NUM
fis-4294	196	12	(	(	PUNCT
fis-4294	196	13	2023	2023	NUM
fis-4294	196	14	)	)	PUNCT
fis-4294	196	15	273	273	NUM
fis-4294	196	16	-	-	SYM
fis-4294	196	17	296	296	NUM
fis-4294	196	18	;	;	PUNCT
fis-4294	196	19	doi	doi	NOUN
fis-4294	196	20	:	:	PUNCT
fis-4294	196	21	10.3221	10.3221	NUM
fis-4294	196	22	/	/	SYM
fis-4294	196	23	igf	igf	PROPN
fis-4294	196	24	-	-	ADJ
fis-4294	196	25	esis.66.17	esis.66.17	PROPN
fis-4294	196	26	284	284	NUM
fis-4294	196	27	effect	effect	NOUN
fis-4294	196	28	of	of	ADP
fis-4294	196	29	eccentric	eccentric	ADJ
fis-4294	196	30	x	x	NOUN
fis-4294	196	31	-	-	PUNCT
fis-4294	196	32	bracing	brace	VERB
fis-4294	196	33	on	on	ADP
fis-4294	196	34	the	the	DET
fis-4294	196	35	story	story	NOUN
fis-4294	196	36	drift	drift	NOUN
fis-4294	196	37	ables	able	NOUN
fis-4294	196	38	and	and	CCONJ
fis-4294	196	39	figures	figure	NOUN
fis-4294	196	40	in	in	ADP
fis-4294	196	41	story	story	NOUN
fis-4294	196	42	lateral	lateral	ADJ
fis-4294	196	43	drift	drift	NOUN
fis-4294	196	44	format	format	NOUN
fis-4294	196	45	may	may	AUX
fis-4294	196	46	be	be	AUX
fis-4294	196	47	used	use	VERB
fis-4294	196	48	to	to	PART
fis-4294	196	49	study	study	VERB
fis-4294	196	50	the	the	DET
fis-4294	196	51	impact	impact	NOUN
fis-4294	196	52	of	of	ADP
fis-4294	196	53	bracings	bracing	NOUN
fis-4294	196	54	.	.	PUNCT
fis-4294	197	1	different	different	ADJ
fis-4294	197	2	eccentric	eccentric	ADJ
fis-4294	197	3	bracing	brace	VERB
fis-4294	197	4	patterns	pattern	NOUN
fis-4294	197	5	are	be	AUX
fis-4294	197	6	added	add	VERB
fis-4294	197	7	to	to	ADP
fis-4294	197	8	the	the	DET
fis-4294	197	9	basic	basic	ADJ
fis-4294	197	10	frame	frame	NOUN
fis-4294	197	11	structure	structure	NOUN
fis-4294	197	12	,	,	PUNCT
fis-4294	197	13	improving	improve	VERB
fis-4294	197	14	lateral	lateral	ADJ
fis-4294	197	15	displacements	displacement	NOUN
fis-4294	197	16	at	at	ADP
fis-4294	197	17	each	each	DET
fis-4294	197	18	story	story	NOUN
fis-4294	197	19	level	level	NOUN
fis-4294	197	20	and	and	CCONJ
fis-4294	197	21	significantly	significantly	ADV
fis-4294	197	22	increasing	increase	VERB
fis-4294	197	23	the	the	DET
fis-4294	197	24	displacement	displacement	NOUN
fis-4294	197	25	at	at	ADP
fis-4294	197	26	the	the	DET
fis-4294	197	27	top	top	ADJ
fis-4294	197	28	story	story	NOUN
fis-4294	197	29	level	level	NOUN
fis-4294	197	30	.	.	PUNCT
fis-4294	198	1	the	the	DET
fis-4294	198	2	chart	chart	NOUN
fis-4294	198	3	shows	show	VERB
fis-4294	198	4	that	that	SCONJ
fis-4294	198	5	the	the	DET
fis-4294	198	6	lateral	lateral	ADJ
fis-4294	198	7	drift	drift	NOUN
fis-4294	198	8	of	of	ADP
fis-4294	198	9	6	6	NUM
fis-4294	198	10	-	-	PUNCT
fis-4294	198	11	story	story	NOUN
fis-4294	198	12	multi	multi	ADJ
fis-4294	198	13	-	-	ADJ
fis-4294	198	14	story	story	ADJ
fis-4294	198	15	buildings	building	NOUN
fis-4294	198	16	with	with	ADP
fis-4294	198	17	an	an	DET
fis-4294	198	18	x	x	ADJ
fis-4294	198	19	-	-	NOUN
fis-4294	198	20	brace	brace	NOUN
fis-4294	198	21	section	section	NOUN
fis-4294	198	22	of	of	ADP
fis-4294	198	23	w6x16	w6x16	PROPN
fis-4294	198	24	at	at	ADP
fis-4294	198	25	the	the	DET
fis-4294	198	26	corner	corner	NOUN
fis-4294	198	27	increased	increase	VERB
fis-4294	198	28	by	by	ADP
fis-4294	198	29	16.7	16.7	NUM
fis-4294	198	30	%	%	NOUN
fis-4294	198	31	,	,	PUNCT
fis-4294	198	32	66.7	66.7	NUM
fis-4294	198	33	%	%	NOUN
fis-4294	198	34	,	,	PUNCT
fis-4294	198	35	and	and	CCONJ
fis-4294	198	36	83.3	83.3	NUM
fis-4294	198	37	%	%	NOUN
fis-4294	198	38	when	when	SCONJ
fis-4294	198	39	eccentric	eccentric	ADJ
fis-4294	198	40	bracing	bracing	NOUN
fis-4294	198	41	was	be	AUX
fis-4294	198	42	added	add	VERB
fis-4294	198	43	to	to	ADP
fis-4294	198	44	the	the	DET
fis-4294	198	45	frame	frame	NOUN
fis-4294	198	46	.	.	PUNCT
fis-4294	199	1	furthermore	furthermore	ADV
fis-4294	199	2	,	,	PUNCT
fis-4294	199	3	for	for	ADP
fis-4294	199	4	6	6	NUM
fis-4294	199	5	-	-	PUNCT
fis-4294	199	6	story	story	NOUN
fis-4294	199	7	multi	multi	ADJ
fis-4294	199	8	-	-	ADJ
fis-4294	199	9	story	story	ADJ
fis-4294	199	10	buildings	building	NOUN
fis-4294	199	11	with	with	ADP
fis-4294	199	12	an	an	DET
fis-4294	199	13	x	x	ADJ
fis-4294	199	14	-	-	NOUN
fis-4294	199	15	brace	brace	NOUN
fis-4294	199	16	section	section	NOUN
fis-4294	199	17	of	of	ADP
fis-4294	199	18	w6x16	w6x16	PROPN
fis-4294	199	19	in	in	ADP
fis-4294	199	20	the	the	DET
fis-4294	199	21	side	side	NOUN
fis-4294	199	22	position	position	NOUN
fis-4294	199	23	,	,	PUNCT
fis-4294	199	24	an	an	DET
fis-4294	199	25	increased	increase	VERB
fis-4294	199	26	eccentrically	eccentrically	ADV
fis-4294	199	27	braced	brace	VERB
fis-4294	199	28	frame	frame	NOUN
fis-4294	199	29	increased	increase	VERB
fis-4294	199	30	lateral	lateral	ADJ
fis-4294	199	31	drift	drift	NOUN
fis-4294	199	32	by	by	ADP
fis-4294	199	33	33.3	33.3	NUM
fis-4294	199	34	%	%	NOUN
fis-4294	199	35	,	,	PUNCT
fis-4294	199	36	66.7	66.7	NUM
fis-4294	199	37	%	%	NOUN
fis-4294	199	38	,	,	PUNCT
fis-4294	199	39	and	and	CCONJ
fis-4294	199	40	83.3	83.3	NUM
fis-4294	199	41	%	%	NOUN
fis-4294	199	42	.	.	PUNCT
fis-4294	200	1	for	for	ADP
fis-4294	200	2	9	9	NUM
fis-4294	200	3	-	-	PUNCT
fis-4294	200	4	story	story	NOUN
fis-4294	200	5	multi	multi	ADJ
fis-4294	200	6	-	-	ADJ
fis-4294	200	7	story	story	ADJ
fis-4294	200	8	buildings	building	NOUN
fis-4294	200	9	with	with	ADP
fis-4294	200	10	an	an	DET
fis-4294	200	11	x	x	ADJ
fis-4294	200	12	-	-	NOUN
fis-4294	200	13	brace	brace	NOUN
fis-4294	200	14	section	section	NOUN
fis-4294	200	15	of	of	ADP
fis-4294	200	16	w6x16	w6x16	PROPN
fis-4294	200	17	at	at	ADP
fis-4294	200	18	the	the	DET
fis-4294	200	19	corner	corner	NOUN
fis-4294	200	20	position	position	NOUN
fis-4294	200	21	,	,	PUNCT
fis-4294	200	22	the	the	DET
fis-4294	200	23	maximum	maximum	ADJ
fis-4294	200	24	lateral	lateral	ADJ
fis-4294	200	25	drift	drift	NOUN
fis-4294	200	26	was	be	AUX
fis-4294	200	27	increased	increase	VERB
fis-4294	200	28	by	by	ADP
fis-4294	200	29	7.7	7.7	NUM
fis-4294	200	30	%	%	NOUN
fis-4294	200	31	,	,	PUNCT
fis-4294	200	32	38.5	38.5	NUM
fis-4294	200	33	%	%	NOUN
fis-4294	200	34	and	and	CCONJ
fis-4294	200	35	46.2	46.2	NUM
fis-4294	200	36	%	%	NOUN
fis-4294	200	37	,	,	PUNCT
fis-4294	200	38	respectively	respectively	ADV
fis-4294	200	39	,	,	PUNCT
fis-4294	200	40	when	when	SCONJ
fis-4294	200	41	the	the	DET
fis-4294	200	42	eccentricity	eccentricity	NOUN
fis-4294	200	43	of	of	ADP
fis-4294	200	44	the	the	DET
fis-4294	200	45	frame	frame	NOUN
fis-4294	200	46	was	be	AUX
fis-4294	200	47	raised	raise	VERB
fis-4294	200	48	from	from	ADP
fis-4294	200	49	0	0	NUM
fis-4294	200	50	to	to	ADP
fis-4294	200	51	1500	1500	NUM
fis-4294	200	52	mm	mm	NOUN
fis-4294	200	53	.	.	PUNCT
fis-4294	201	1	for	for	ADP
fis-4294	201	2	9story	9story	NUM
fis-4294	201	3	multi	multi	ADJ
fis-4294	201	4	-	-	ADJ
fis-4294	201	5	story	story	ADJ
fis-4294	201	6	buildings	building	NOUN
fis-4294	201	7	with	with	ADP
fis-4294	201	8	an	an	DET
fis-4294	201	9	x	x	ADJ
fis-4294	201	10	-	-	NOUN
fis-4294	201	11	brace	brace	NOUN
fis-4294	201	12	section	section	NOUN
fis-4294	201	13	of	of	ADP
fis-4294	201	14	w6x16	w6x16	PROPN
fis-4294	201	15	at	at	ADP
fis-4294	201	16	the	the	DET
fis-4294	201	17	side	side	NOUN
fis-4294	201	18	position	position	NOUN
fis-4294	201	19	,	,	PUNCT
fis-4294	201	20	the	the	DET
fis-4294	201	21	maximum	maximum	ADJ
fis-4294	201	22	lateral	lateral	ADJ
fis-4294	201	23	drift	drift	NOUN
fis-4294	201	24	was	be	AUX
fis-4294	201	25	increased	increase	VERB
fis-4294	201	26	by	by	ADP
fis-4294	201	27	16.7	16.7	NUM
fis-4294	201	28	,	,	PUNCT
fis-4294	201	29	50	50	NUM
fis-4294	201	30	and	and	CCONJ
fis-4294	201	31	50	50	NUM
fis-4294	201	32	%	%	NOUN
fis-4294	201	33	,	,	PUNCT
fis-4294	201	34	respectively	respectively	ADV
fis-4294	201	35	,	,	PUNCT
fis-4294	201	36	for	for	ADP
fis-4294	201	37	increases	increase	NOUN
fis-4294	201	38	in	in	ADP
fis-4294	201	39	eccentrically	eccentrically	ADV
fis-4294	201	40	braced	brace	VERB
fis-4294	201	41	frames	frame	NOUN
fis-4294	201	42	from	from	ADP
fis-4294	201	43	0	0	NUM
fis-4294	201	44	to	to	ADP
fis-4294	201	45	1500	1500	NUM
fis-4294	201	46	mm	mm	NOUN
fis-4294	201	47	.	.	PUNCT
fis-4294	202	1	the	the	DET
fis-4294	202	2	maximum	maximum	ADJ
fis-4294	202	3	lateral	lateral	ADJ
fis-4294	202	4	drift	drift	NOUN
fis-4294	202	5	for	for	ADP
fis-4294	202	6	12	12	NUM
fis-4294	202	7	-	-	PUNCT
fis-4294	202	8	story	story	NOUN
fis-4294	202	9	multi	multi	ADJ
fis-4294	202	10	-	-	ADJ
fis-4294	202	11	story	story	ADJ
fis-4294	202	12	buildings	building	NOUN
fis-4294	202	13	with	with	ADP
fis-4294	202	14	a	a	DET
fis-4294	202	15	w6x16	w6x16	PROPN
fis-4294	202	16	x	x	NOUN
fis-4294	202	17	-	-	NOUN
fis-4294	202	18	brace	brace	NOUN
fis-4294	202	19	section	section	NOUN
fis-4294	202	20	at	at	ADP
fis-4294	202	21	the	the	DET
fis-4294	202	22	corner	corner	NOUN
fis-4294	202	23	increased	increase	VERB
fis-4294	202	24	by	by	ADP
fis-4294	202	25	13.3	13.3	NUM
fis-4294	202	26	%	%	NOUN
fis-4294	202	27	,	,	PUNCT
fis-4294	202	28	6.7	6.7	NUM
fis-4294	202	29	%	%	NOUN
fis-4294	202	30	,	,	PUNCT
fis-4294	202	31	and	and	CCONJ
fis-4294	202	32	5	5	NUM
fis-4294	202	33	%	%	NOUN
fis-4294	202	34	when	when	SCONJ
fis-4294	202	35	the	the	DET
fis-4294	202	36	eccentric	eccentric	ADJ
fis-4294	202	37	bracing	bracing	NOUN
fis-4294	202	38	of	of	ADP
fis-4294	202	39	the	the	DET
fis-4294	202	40	frame	frame	NOUN
fis-4294	202	41	was	be	AUX
fis-4294	202	42	increased	increase	VERB
fis-4294	202	43	.	.	PUNCT
fis-4294	203	1	also	also	ADV
fis-4294	203	2	,	,	PUNCT
fis-4294	203	3	for	for	ADP
fis-4294	203	4	multi	multi	ADJ
fis-4294	203	5	-	-	ADJ
fis-4294	203	6	story	story	ADJ
fis-4294	203	7	buildings	building	NOUN
fis-4294	203	8	with	with	ADP
fis-4294	203	9	12	12	NUM
fis-4294	203	10	stories	story	NOUN
fis-4294	203	11	and	and	CCONJ
fis-4294	203	12	an	an	DET
fis-4294	203	13	x	x	ADJ
fis-4294	203	14	-	-	NOUN
fis-4294	203	15	brace	brace	NOUN
fis-4294	203	16	section	section	NOUN
fis-4294	203	17	of	of	ADP
fis-4294	203	18	w6x16	w6x16	PROPN
fis-4294	203	19	in	in	ADP
fis-4294	203	20	the	the	DET
fis-4294	203	21	side	side	NOUN
fis-4294	203	22	position	position	NOUN
fis-4294	203	23	,	,	PUNCT
fis-4294	203	24	the	the	DET
fis-4294	203	25	lateral	lateral	ADJ
fis-4294	203	26	drift	drift	NOUN
fis-4294	203	27	increased	increase	VERB
fis-4294	203	28	by	by	ADP
fis-4294	203	29	7.2	7.2	NUM
fis-4294	203	30	%	%	NOUN
fis-4294	203	31	,	,	PUNCT
fis-4294	203	32	14.3	14.3	NUM
fis-4294	203	33	%	%	NOUN
fis-4294	203	34	,	,	PUNCT
fis-4294	203	35	and	and	CCONJ
fis-4294	203	36	7.2	7.2	NUM
fis-4294	203	37	%	%	NOUN
fis-4294	203	38	as	as	ADP
fis-4294	203	39	the	the	DET
fis-4294	203	40	eccentricity	eccentricity	NOUN
fis-4294	203	41	of	of	ADP
fis-4294	203	42	the	the	DET
fis-4294	203	43	bracing	brace	VERB
fis-4294	203	44	increased	increase	VERB
fis-4294	203	45	.	.	PUNCT
fis-4294	204	1	based	base	VERB
fis-4294	204	2	on	on	ADP
fis-4294	204	3	the	the	DET
fis-4294	204	4	data	datum	NOUN
fis-4294	204	5	,	,	PUNCT
fis-4294	204	6	eccentric	eccentric	ADJ
fis-4294	204	7	x	x	NOUN
fis-4294	204	8	-	-	NOUN
fis-4294	204	9	braces	brace	NOUN
fis-4294	204	10	are	be	AUX
fis-4294	204	11	better	well	ADV
fis-4294	204	12	suited	suited	ADJ
fis-4294	204	13	for	for	ADP
fis-4294	204	14	six	six	NUM
fis-4294	204	15	-	-	PUNCT
fis-4294	204	16	story	story	NOUN
fis-4294	204	17	buildings	building	NOUN
fis-4294	204	18	than	than	ADP
fis-4294	204	19	nineor	nineor	VERB
fis-4294	204	20	twelve	twelve	NUM
fis-4294	204	21	-	-	PUNCT
fis-4294	204	22	story	story	NOUN
fis-4294	204	23	buildings	building	NOUN
fis-4294	204	24	to	to	PART
fis-4294	204	25	avoid	avoid	VERB
fis-4294	204	26	story	story	NOUN
fis-4294	204	27	drift	drift	NOUN
fis-4294	204	28	.	.	PUNCT
fis-4294	205	1	when	when	SCONJ
fis-4294	205	2	designing	design	VERB
fis-4294	205	3	a	a	DET
fis-4294	205	4	building	building	NOUN
fis-4294	205	5	with	with	ADP
fis-4294	205	6	six	six	NUM
fis-4294	205	7	stories	story	NOUN
fis-4294	205	8	,	,	PUNCT
fis-4294	205	9	increasing	increase	VERB
fis-4294	205	10	the	the	DET
fis-4294	205	11	eccentricity	eccentricity	NOUN
fis-4294	205	12	of	of	ADP
fis-4294	205	13	the	the	DET
fis-4294	205	14	x	x	NOUN
fis-4294	205	15	-	-	NOUN
fis-4294	205	16	brace	brace	NOUN
fis-4294	205	17	reduces	reduce	VERB
fis-4294	205	18	the	the	DET
fis-4294	205	19	lateral	lateral	ADJ
fis-4294	205	20	stiffness	stiffness	NOUN
fis-4294	205	21	of	of	ADP
fis-4294	205	22	the	the	DET
fis-4294	205	23	structure	structure	NOUN
fis-4294	205	24	,	,	PUNCT
fis-4294	205	25	causing	cause	VERB
fis-4294	205	26	a	a	DET
fis-4294	205	27	more	more	ADV
fis-4294	205	28	significant	significant	ADJ
fis-4294	205	29	lateral	lateral	ADJ
fis-4294	205	30	displacement	displacement	NOUN
fis-4294	205	31	on	on	ADP
fis-4294	205	32	each	each	DET
fis-4294	205	33	floor	floor	NOUN
fis-4294	205	34	.	.	PUNCT
fis-4294	206	1	buildings	building	NOUN
fis-4294	206	2	with	with	ADP
fis-4294	206	3	nine	nine	NUM
fis-4294	206	4	and	and	CCONJ
fis-4294	206	5	twelve	twelve	NUM
fis-4294	206	6	stories	story	NOUN
fis-4294	206	7	have	have	AUX
fis-4294	206	8	improved	improve	VERB
fis-4294	206	9	the	the	DET
fis-4294	206	10	basic	basic	ADJ
fis-4294	206	11	frame	frame	NOUN
fis-4294	206	12	structure	structure	NOUN
fis-4294	206	13	's	's	PART
fis-4294	206	14	lateral	lateral	ADJ
fis-4294	206	15	stiffness	stiffness	NOUN
fis-4294	206	16	,	,	PUNCT
fis-4294	206	17	reducing	reduce	VERB
fis-4294	206	18	story	story	NOUN
fis-4294	206	19	displacements	displacement	NOUN
fis-4294	206	20	and	and	CCONJ
fis-4294	206	21	,	,	PUNCT
fis-4294	206	22	consequently	consequently	ADV
fis-4294	206	23	,	,	PUNCT
fis-4294	206	24	deviations	deviation	NOUN
fis-4294	206	25	at	at	ADP
fis-4294	206	26	each	each	DET
fis-4294	206	27	level	level	NOUN
fis-4294	206	28	.	.	PUNCT
fis-4294	207	1	the	the	DET
fis-4294	207	2	previous	previous	ADJ
fis-4294	207	3	figures	figure	NOUN
fis-4294	207	4	show	show	VERB
fis-4294	207	5	that	that	SCONJ
fis-4294	207	6	eccentric	eccentric	ADJ
fis-4294	207	7	x	x	NOUN
fis-4294	207	8	-	-	NOUN
fis-4294	207	9	braces	brace	NOUN
fis-4294	207	10	are	be	AUX
fis-4294	207	11	stiffer	stiff	ADJ
fis-4294	207	12	than	than	ADP
fis-4294	207	13	concentrically	concentrically	ADV
fis-4294	207	14	supported	support	VERB
fis-4294	207	15	edges	edge	NOUN
fis-4294	207	16	.	.	PUNCT
fis-4294	208	1	so	so	ADV
fis-4294	208	2	,	,	PUNCT
fis-4294	208	3	displacement	displacement	NOUN
fis-4294	208	4	,	,	PUNCT
fis-4294	208	5	drift	drift	NOUN
fis-4294	208	6	,	,	PUNCT
fis-4294	208	7	relatively	relatively	ADV
fis-4294	208	8	increased	increase	VERB
fis-4294	208	9	,	,	PUNCT
fis-4294	208	10	and	and	CCONJ
fis-4294	208	11	base	base	NOUN
fis-4294	208	12	shear	shear	NOUN
fis-4294	208	13	will	will	AUX
fis-4294	208	14	all	all	PRON
fis-4294	208	15	be	be	AUX
fis-4294	208	16	magnified	magnify	VERB
fis-4294	208	17	in	in	ADP
fis-4294	208	18	a	a	DET
fis-4294	208	19	system	system	NOUN
fis-4294	208	20	with	with	ADP
fis-4294	208	21	eccentric	eccentric	ADJ
fis-4294	208	22	bracing	bracing	NOUN
fis-4294	208	23	.	.	PUNCT
fis-4294	209	1	lateral	lateral	ADJ
fis-4294	209	2	height	height	NOUN
fis-4294	209	3	drift	drift	NOUN
fis-4294	209	4	is	be	AUX
fis-4294	209	5	more	more	ADV
fis-4294	209	6	pronounced	pronounce	VERB
fis-4294	209	7	between	between	ADP
fis-4294	209	8	eccentric	eccentric	ADJ
fis-4294	209	9	x	x	NOUN
fis-4294	209	10	-	-	NOUN
fis-4294	209	11	brace	brace	NOUN
fis-4294	209	12	and	and	CCONJ
fis-4294	209	13	other	other	ADJ
fis-4294	209	14	lower	low	ADJ
fis-4294	209	15	-	-	PUNCT
fis-4294	209	16	level	level	NOUN
fis-4294	209	17	supports	support	NOUN
fis-4294	209	18	.	.	PUNCT
fis-4294	210	1	as	as	ADP
fis-4294	210	2	a	a	DET
fis-4294	210	3	result	result	NOUN
fis-4294	210	4	of	of	ADP
fis-4294	210	5	their	their	PRON
fis-4294	210	6	low	low	ADJ
fis-4294	210	7	horizontal	horizontal	ADJ
fis-4294	210	8	rigidity	rigidity	NOUN
fis-4294	210	9	,	,	PUNCT
fis-4294	210	10	eccentric	eccentric	ADJ
fis-4294	210	11	x	x	NOUN
fis-4294	210	12	-	-	NOUN
fis-4294	210	13	braces	brace	NOUN
fis-4294	210	14	can	can	AUX
fis-4294	210	15	provide	provide	VERB
fis-4294	210	16	more	more	ADJ
fis-4294	210	17	structural	structural	ADJ
fis-4294	210	18	variation	variation	NOUN
fis-4294	210	19	than	than	ADP
fis-4294	210	20	concentrically	concentrically	ADV
fis-4294	210	21	supported	support	VERB
fis-4294	210	22	edges	edge	NOUN
fis-4294	210	23	.	.	PUNCT
fis-4294	211	1	due	due	ADP
fis-4294	211	2	to	to	ADP
fis-4294	211	3	a	a	DET
fis-4294	211	4	reduction	reduction	NOUN
fis-4294	211	5	in	in	ADP
fis-4294	211	6	the	the	DET
fis-4294	211	7	earthquake	earthquake	NOUN
fis-4294	211	8	's	's	PART
fis-4294	211	9	effect	effect	NOUN
fis-4294	211	10	with	with	ADP
fis-4294	211	11	altitude	altitude	NOUN
fis-4294	211	12	,	,	PUNCT
fis-4294	211	13	inter	inter	ADJ
fis-4294	211	14	-	-	ADJ
fis-4294	211	15	story	story	ADJ
fis-4294	211	16	drift	drift	NOUN
fis-4294	211	17	is	be	AUX
fis-4294	211	18	reduced	reduce	VERB
fis-4294	211	19	.	.	PUNCT
fis-4294	212	1	compared	compare	VERB
fis-4294	212	2	to	to	ADP
fis-4294	212	3	eccentric	eccentric	ADJ
fis-4294	212	4	x	x	NOUN
fis-4294	212	5	-	-	NOUN
fis-4294	212	6	braces	brace	NOUN
fis-4294	212	7	,	,	PUNCT
fis-4294	212	8	the	the	DET
fis-4294	212	9	lateral	lateral	ADJ
fis-4294	212	10	stiffness	stiffness	NOUN
fis-4294	212	11	of	of	ADP
fis-4294	212	12	edges	edge	NOUN
fis-4294	212	13	braced	brace	VERB
fis-4294	212	14	using	use	VERB
fis-4294	212	15	concentric	concentric	ADJ
fis-4294	212	16	x	x	NOUN
fis-4294	212	17	-	-	NOUN
fis-4294	212	18	braces	brace	NOUN
fis-4294	212	19	is	be	AUX
fis-4294	212	20	the	the	DET
fis-4294	212	21	greatest	great	ADJ
fis-4294	212	22	.	.	PUNCT
fis-4294	213	1	effect	effect	NOUN
fis-4294	213	2	of	of	ADP
fis-4294	213	3	eccentricity	eccentricity	NOUN
fis-4294	213	4	of	of	ADP
fis-4294	213	5	x	x	NOUN
fis-4294	213	6	-	-	NOUN
fis-4294	213	7	brace	brace	NOUN
fis-4294	213	8	on	on	ADP
fis-4294	213	9	the	the	DET
fis-4294	213	10	seismic	seismic	ADJ
fis-4294	213	11	behavior	behavior	NOUN
fis-4294	213	12	ne	ne	PROPN
fis-4294	213	13	can	can	AUX
fis-4294	213	14	examine	examine	VERB
fis-4294	213	15	its	its	PRON
fis-4294	213	16	maximal	maximal	ADJ
fis-4294	213	17	base	base	NOUN
fis-4294	213	18	shear	shear	NOUN
fis-4294	213	19	to	to	PART
fis-4294	213	20	demonstrate	demonstrate	VERB
fis-4294	213	21	how	how	SCONJ
fis-4294	213	22	much	much	ADJ
fis-4294	213	23	force	force	NOUN
fis-4294	213	24	an	an	DET
fis-4294	213	25	earthquake	earthquake	NOUN
fis-4294	213	26	may	may	AUX
fis-4294	213	27	exert	exert	VERB
fis-4294	213	28	on	on	ADP
fis-4294	213	29	a	a	DET
fis-4294	213	30	structure	structure	NOUN
fis-4294	213	31	's	's	PART
fis-4294	213	32	foundation	foundation	NOUN
fis-4294	213	33	.	.	PUNCT
fis-4294	214	1	tab	tab	PROPN
fis-4294	214	2	.	.	PROPN
fis-4294	215	1	6	6	NUM
fis-4294	215	2	displays	display	VERB
fis-4294	215	3	the	the	DET
fis-4294	215	4	maximum	maximum	ADJ
fis-4294	215	5	allowable	allowable	ADJ
fis-4294	215	6	lateral	lateral	ADJ
fis-4294	215	7	displacement	displacement	NOUN
fis-4294	215	8	,	,	PUNCT
fis-4294	215	9	drift	drift	NOUN
fis-4294	215	10	,	,	PUNCT
fis-4294	215	11	and	and	CCONJ
fis-4294	215	12	base	base	ADJ
fis-4294	215	13	shear	shear	NOUN
fis-4294	215	14	for	for	ADP
fis-4294	215	15	the	the	DET
fis-4294	215	16	x	x	ADJ
fis-4294	215	17	-	-	ADJ
fis-4294	215	18	braced	braced	ADJ
fis-4294	215	19	control	control	NOUN
fis-4294	215	20	steel	steel	NOUN
fis-4294	215	21	structure	structure	NOUN
fis-4294	215	22	models	model	NOUN
fis-4294	215	23	.	.	PUNCT
fis-4294	216	1	figs	fig	NOUN
fis-4294	216	2	.	.	PUNCT
fis-4294	217	1	13	13	NUM
fis-4294	217	2	through	through	ADP
fis-4294	217	3	15	15	NUM
fis-4294	217	4	depict	depict	NOUN
fis-4294	217	5	the	the	DET
fis-4294	217	6	compression	compression	NOUN
fis-4294	217	7	of	of	ADP
fis-4294	217	8	the	the	DET
fis-4294	217	9	maximal	maximal	ADJ
fis-4294	217	10	base	base	NOUN
fis-4294	217	11	shear	shear	NOUN
fis-4294	217	12	generated	generate	VERB
fis-4294	217	13	at	at	ADP
fis-4294	217	14	the	the	DET
fis-4294	217	15	foundation	foundation	NOUN
fis-4294	217	16	of	of	ADP
fis-4294	217	17	each	each	DET
fis-4294	217	18	steel	steel	NOUN
fis-4294	217	19	building	building	NOUN
fis-4294	217	20	model	model	NOUN
fis-4294	217	21	subjected	subject	VERB
fis-4294	217	22	to	to	ADP
fis-4294	217	23	applied	apply	VERB
fis-4294	217	24	seismic	seismic	ADJ
fis-4294	217	25	pressures	pressure	NOUN
fis-4294	217	26	.	.	PUNCT
fis-4294	218	1	figs	fig	NOUN
fis-4294	218	2	.	.	PUNCT
fis-4294	219	1	16–18	16–18	NUM
fis-4294	219	2	show	show	VERB
fis-4294	219	3	how	how	SCONJ
fis-4294	219	4	the	the	DET
fis-4294	219	5	base	base	ADJ
fis-4294	219	6	shear	shear	NOUN
fis-4294	219	7	changes	change	VERB
fis-4294	219	8	over	over	ADP
fis-4294	219	9	time	time	NOUN
fis-4294	219	10	for	for	ADP
fis-4294	219	11	6	6	NUM
fis-4294	219	12	-	-	PUNCT
fis-4294	219	13	story	story	NOUN
fis-4294	219	14	,	,	PUNCT
fis-4294	219	15	9	9	NUM
fis-4294	219	16	-	-	PUNCT
fis-4294	219	17	story	story	NOUN
fis-4294	219	18	,	,	PUNCT
fis-4294	219	19	and	and	CCONJ
fis-4294	219	20	12	12	NUM
fis-4294	219	21	-	-	PUNCT
fis-4294	219	22	story	story	NOUN
fis-4294	219	23	buildings	building	NOUN
fis-4294	219	24	with	with	ADP
fis-4294	219	25	w6x16	w6x16	PROPN
fis-4294	219	26	x	x	NOUN
fis-4294	219	27	-	-	NOUN
fis-4294	219	28	brace	brace	NOUN
fis-4294	219	29	sections	section	NOUN
fis-4294	219	30	in	in	ADP
fis-4294	219	31	the	the	DET
fis-4294	219	32	corners	corner	NOUN
fis-4294	219	33	.	.	PUNCT
fis-4294	220	1	figs	fig	NOUN
fis-4294	220	2	.	.	PUNCT
fis-4294	221	1	19–21	19–21	NOUN
fis-4294	221	2	show	show	VERB
fis-4294	221	3	how	how	SCONJ
fis-4294	221	4	the	the	DET
fis-4294	221	5	time	time	NOUN
fis-4294	221	6	hysteresis	hysteresis	NOUN
fis-4294	221	7	of	of	ADP
fis-4294	221	8	base	base	ADJ
fis-4294	221	9	shear	shear	NOUN
fis-4294	221	10	changes	change	NOUN
fis-4294	221	11	for	for	ADP
fis-4294	221	12	buildings	building	NOUN
fis-4294	221	13	with	with	ADP
fis-4294	221	14	six	six	NUM
fis-4294	221	15	,	,	PUNCT
fis-4294	221	16	nine	nine	NUM
fis-4294	221	17	,	,	PUNCT
fis-4294	221	18	or	or	CCONJ
fis-4294	221	19	twelve	twelve	NUM
fis-4294	221	20	stories	story	NOUN
fis-4294	221	21	and	and	CCONJ
fis-4294	221	22	a	a	DET
fis-4294	221	23	w6x16	w6x16	PROPN
fis-4294	221	24	eccentric	eccentric	ADJ
fis-4294	221	25	x	x	NOUN
fis-4294	221	26	-	-	NOUN
fis-4294	221	27	brace	brace	NOUN
fis-4294	221	28	in	in	ADP
fis-4294	221	29	the	the	DET
fis-4294	221	30	side	side	NOUN
fis-4294	221	31	position	position	NOUN
fis-4294	221	32	.	.	PUNCT
fis-4294	222	1	no	no	INTJ
fis-4294	222	2	.	.	NOUN
fis-4294	223	1	of	of	ADP
fis-4294	223	2	story	story	NOUN
fis-4294	223	3	x	x	NOUN
fis-4294	223	4	-	-	NOUN
fis-4294	223	5	brace	brace	NOUN
fis-4294	223	6	position	position	NOUN
fis-4294	223	7	(	(	PUNCT
fis-4294	223	8	corner	corner	NOUN
fis-4294	223	9	)	)	PUNCT
fis-4294	223	10	x	x	NOUN
fis-4294	223	11	-	-	PUNCT
fis-4294	223	12	brace	brace	NOUN
fis-4294	223	13	position	position	NOUN
fis-4294	223	14	(	(	PUNCT
fis-4294	223	15	side	side	NOUN
fis-4294	223	16	)	)	PUNCT
fis-4294	223	17	eccentricity	eccentricity	NOUN
fis-4294	223	18	(	(	PUNCT
fis-4294	223	19	mm	mm	INTJ
fis-4294	223	20	)	)	PUNCT
fis-4294	223	21	building	building	NOUN
fis-4294	223	22	i	i	PROPN
fis-4294	223	23	d	d	PROPN
fis-4294	223	24	δu	δu	X
fis-4294	223	25	max	max	PROPN
fis-4294	223	26	(	(	PUNCT
fis-4294	223	27	mm	mm	NOUN
fis-4294	223	28	)	)	PUNCT
fis-4294	223	29	drift	drift	NOUN
fis-4294	223	30	max	max	PROPN
fis-4294	223	31	(	(	PUNCT
fis-4294	223	32	mm	mm	PROPN
fis-4294	223	33	/	/	SYM
fis-4294	223	34	mm	mm	NOUN
fis-4294	223	35	)	)	PUNCT
fis-4294	223	36	base	base	NOUN
fis-4294	223	37	shear	shear	NOUN
fis-4294	223	38	vmax	vmax	PROPN
fis-4294	223	39	(	(	PUNCT
fis-4294	223	40	kn	kn	PROPN
fis-4294	223	41	)	)	PUNCT
fis-4294	223	42	maximum	maximum	PROPN
fis-4294	223	43	brace	brace	NOUN
fis-4294	223	44	force	force	NOUN
fis-4294	223	45	(	(	PUNCT
fis-4294	223	46	kn	kn	PROPN
fis-4294	223	47	)	)	PUNCT
fis-4294	223	48	eccentricity	eccentricity	NOUN
fis-4294	223	49	(	(	PUNCT
fis-4294	223	50	mm	mm	INTJ
fis-4294	223	51	)	)	PUNCT
fis-4294	223	52	building	building	NOUN
fis-4294	224	1	i	i	PROPN
fis-4294	224	2	d	d	PROPN
fis-4294	224	3	δu	δu	X
fis-4294	224	4	max	max	PROPN
fis-4294	224	5	(	(	PUNCT
fis-4294	224	6	mm	mm	NOUN
fis-4294	224	7	)	)	PUNCT
fis-4294	224	8	drift	drift	NOUN
fis-4294	224	9	max	max	PROPN
fis-4294	224	10	(	(	PUNCT
fis-4294	224	11	mm	mm	PROPN
fis-4294	224	12	/	/	SYM
fis-4294	224	13	mm	mm	NOUN
fis-4294	224	14	)	)	PUNCT
fis-4294	224	15	base	base	NOUN
fis-4294	224	16	shear	shear	NOUN
fis-4294	224	17	vmax	vmax	PROPN
fis-4294	224	18	(	(	PUNCT
fis-4294	224	19	kn	kn	PROPN
fis-4294	224	20	)	)	PUNCT
fis-4294	224	21	maximum	maximum	PROPN
fis-4294	224	22	brace	brace	NOUN
fis-4294	224	23	force	force	NOUN
fis-4294	224	24	(	(	PUNCT
fis-4294	224	25	kn	kn	PROPN
fis-4294	224	26	)	)	PUNCT
fis-4294	224	27	6	6	NUM
fis-4294	224	28	0	0	NUM
fis-4294	224	29	sc6	sc6	ADJ
fis-4294	224	30	-	-	PUNCT
fis-4294	224	31	b16	b16	NOUN
fis-4294	224	32	-	-	PUNCT
fis-4294	224	33	1	1	NUM
fis-4294	224	34	171.5	171.5	NUM
fis-4294	224	35	0.0157	0.0157	NUM
fis-4294	224	36	11354.5	11354.5	NUM
fis-4294	224	37	1657.8	1657.8	NUM
fis-4294	224	38	0	0	NUM
fis-4294	224	39	ss6	ss6	NOUN
fis-4294	224	40	-	-	PUNCT
fis-4294	224	41	b16	b16	PROPN
fis-4294	224	42	-	-	PUNCT
fis-4294	224	43	1	1	NUM
fis-4294	224	44	158.9	158.9	NUM
fis-4294	224	45	0.0151	0.0151	NUM
fis-4294	224	46	9918.9	9918.9	NUM
fis-4294	224	47	1401.8	1401.8	NUM
fis-4294	224	48	500	500	NUM
fis-4294	224	49	sc6	sc6	ADJ
fis-4294	224	50	-	-	PUNCT
fis-4294	224	51	b16	b16	NOUN
fis-4294	224	52	-	-	PUNCT
fis-4294	224	53	2	2	NUM
fis-4294	224	54	197.2	197.2	NUM
fis-4294	224	55	0.0168	0.0168	NUM
fis-4294	224	56	11197.2	11197.2	NUM
fis-4294	224	57	2137.9	2137.9	NUM
fis-4294	224	58	500	500	NUM
fis-4294	224	59	ss6	ss6	NOUN
fis-4294	224	60	-	-	PUNCT
fis-4294	224	61	b16	b16	NOUN
fis-4294	224	62	-	-	PUNCT
fis-4294	224	63	2	2	NUM
fis-4294	224	64	196.7	196.7	NUM
fis-4294	224	65	0.0166	0.0166	NUM
fis-4294	224	66	11146.2	11146.2	NUM
fis-4294	224	67	2043.9	2043.9	NUM
fis-4294	224	68	1000	1000	NUM
fis-4294	224	69	sc6	sc6	ADJ
fis-4294	224	70	-	-	PUNCT
fis-4294	224	71	b16	b16	NOUN
fis-4294	224	72	-	-	PUNCT
fis-4294	224	73	3	3	NUM
fis-4294	224	74	316.9	316.9	NUM
fis-4294	224	75	0.0231	0.0231	NUM
fis-4294	225	1	8451.4	8451.4	NUM
fis-4294	225	2	2411.9	2411.9	NUM
fis-4294	225	3	1000	1000	NUM
fis-4294	225	4	ss6	ss6	NOUN
fis-4294	225	5	-	-	PUNCT
fis-4294	225	6	b16	b16	PROPN
fis-4294	225	7	-	-	PUNCT
fis-4294	225	8	3	3	NUM
fis-4294	225	9	309.1	309.1	NUM
fis-4294	225	10	0.0216	0.0216	NUM
fis-4294	225	11	8321.9	8321.9	NUM
fis-4294	225	12	2286.7	2286.7	NUM
fis-4294	225	13	1500	1500	NUM
fis-4294	225	14	sc6	sc6	NOUN
fis-4294	225	15	-	-	PUNCT
fis-4294	225	16	b16	b16	NOUN
fis-4294	225	17	-	-	PUNCT
fis-4294	225	18	4	4	NUM
fis-4294	225	19	375.8	375.8	NUM
fis-4294	225	20	0.0276	0.0276	NUM
fis-4294	225	21	7042.7	7042.7	NUM
fis-4294	225	22	2783.1	2783.1	NUM
fis-4294	225	23	1500	1500	NUM
fis-4294	225	24	ss6	ss6	NOUN
fis-4294	225	25	-	-	PUNCT
fis-4294	225	26	b16	b16	PROPN
fis-4294	225	27	-	-	PUNCT
fis-4294	225	28	4	4	NUM
fis-4294	225	29	367.4	367.4	NUM
fis-4294	225	30	0.0269	0.0269	NUM
fis-4294	225	31	6962.9	6962.9	NUM
fis-4294	225	32	2674.1	2674.1	NUM
fis-4294	225	33	9	9	NUM
fis-4294	225	34	0	0	NUM
fis-4294	225	35	sc9	sc9	NOUN
fis-4294	225	36	-	-	PUNCT
fis-4294	225	37	b16	b16	NOUN
fis-4294	225	38	-	-	PUNCT
fis-4294	225	39	1	1	NUM
fis-4294	225	40	397.5	397.5	NUM
fis-4294	225	41	0.0211	0.0211	NUM
fis-4294	225	42	10805.8	10805.8	NUM
fis-4294	225	43	1596.2	1596.2	NUM
fis-4294	225	44	0	0	NUM
fis-4294	225	45	ss9	ss9	PROPN
fis-4294	225	46	-	-	PUNCT
fis-4294	225	47	b16	b16	PROPN
fis-4294	225	48	-	-	PUNCT
fis-4294	225	49	1	1	NUM
fis-4294	225	50	391.0	391.0	NUM
fis-4294	225	51	0.0210	0.0210	NUM
fis-4294	225	52	10705.3	10705.3	NUM
fis-4294	225	53	1530.9	1530.9	NUM
fis-4294	225	54	500	500	NUM
fis-4294	225	55	sc9	sc9	NOUN
fis-4294	225	56	-	-	PUNCT
fis-4294	225	57	b16	b16	NOUN
fis-4294	225	58	-	-	PUNCT
fis-4294	225	59	2	2	NUM
fis-4294	225	60	406.3	406.3	NUM
fis-4294	225	61	0.0203	0.0203	NUM
fis-4294	225	62	9601.1	9601.1	NUM
fis-4294	225	63	1887.6	1887.6	NUM
fis-4294	225	64	500	500	NUM
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fis-4294	225	66	-	-	PUNCT
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fis-4294	225	68	-	-	PUNCT
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fis-4294	225	70	401.6	401.6	NUM
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fis-4294	225	72	9799.0	9799.0	NUM
fis-4294	225	73	1825.0	1825.0	NUM
fis-4294	225	74	1000	1000	NUM
fis-4294	225	75	sc9	sc9	NOUN
fis-4294	225	76	-	-	PUNCT
fis-4294	225	77	b16	b16	NOUN
fis-4294	225	78	-	-	PUNCT
fis-4294	225	79	3	3	NUM
fis-4294	225	80	482.1	482.1	NUM
fis-4294	225	81	0.0227	0.0227	NUM
fis-4294	225	82	6910.3	6910.3	NUM
fis-4294	225	83	2276.6	2276.6	NUM
fis-4294	225	84	1000	1000	NUM
fis-4294	225	85	ss9	ss9	PROPN
fis-4294	225	86	-	-	PUNCT
fis-4294	225	87	b16	b16	NOUN
fis-4294	225	88	-	-	PUNCT
fis-4294	225	89	3	3	NUM
fis-4294	225	90	491.6	491.6	NUM
fis-4294	225	91	0.0233	0.0233	NUM
fis-4294	225	92	6738.1	6738.1	NUM
fis-4294	225	93	1916.7	1916.7	NUM
fis-4294	225	94	1500	1500	NUM
fis-4294	225	95	sc9	sc9	NOUN
fis-4294	225	96	-	-	PUNCT
fis-4294	225	97	b16	b16	NOUN
fis-4294	225	98	-	-	PUNCT
fis-4294	225	99	4	4	NUM
fis-4294	225	100	432.9	432.9	NUM
fis-4294	225	101	0.0249	0.0249	NUM
fis-4294	225	102	4751.2	4751.2	NUM
fis-4294	225	103	2388.4	2388.4	NUM
fis-4294	225	104	1500	1500	NUM
fis-4294	225	105	ss9	ss9	PROPN
fis-4294	225	106	-	-	PUNCT
fis-4294	225	107	b16	b16	PROPN
fis-4294	225	108	-	-	PUNCT
fis-4294	225	109	4	4	NUM
fis-4294	225	110	435.4	435.4	NUM
fis-4294	225	111	0.0255	0.0255	NUM
fis-4294	225	112	4832.8	4832.8	NUM
fis-4294	225	113	1916.8	1916.8	NUM
fis-4294	225	114	12	12	NUM
fis-4294	225	115	0	0	NUM
fis-4294	225	116	sc12	sc12	PROPN
fis-4294	225	117	-	-	PUNCT
fis-4294	225	118	b16	b16	PROPN
fis-4294	225	119	-	-	PUNCT
fis-4294	225	120	1	1	NUM
fis-4294	225	121	484.7	484.7	NUM
fis-4294	225	122	0.0201	0.0201	NUM
fis-4294	225	123	7586.2	7586.2	NUM
fis-4294	225	124	1467.4	1467.4	NUM
fis-4294	225	125	0	0	NUM
fis-4294	225	126	ss12	ss12	PROPN
fis-4294	225	127	-	-	PUNCT
fis-4294	225	128	b16	b16	PROPN
fis-4294	225	129	-	-	PUNCT
fis-4294	225	130	1	1	NUM
fis-4294	225	131	474.0	474.0	NUM
fis-4294	225	132	0.0197	0.0197	NUM
fis-4294	225	133	7185.0	7185.0	NUM
fis-4294	225	134	1052.8	1052.8	NUM
fis-4294	225	135	500	500	NUM
fis-4294	225	136	sc12	sc12	PROPN
fis-4294	225	137	-	-	PUNCT
fis-4294	225	138	b16	b16	PROPN
fis-4294	225	139	-	-	PUNCT
fis-4294	225	140	2	2	NUM
fis-4294	225	141	467.1	467.1	NUM
fis-4294	225	142	0.0204	0.0204	NUM
fis-4294	225	143	7571.1	7571.1	NUM
fis-4294	225	144	1828.7	1828.7	NUM
fis-4294	225	145	500	500	NUM
fis-4294	225	146	ss12	ss12	PROPN
fis-4294	225	147	-	-	PUNCT
fis-4294	225	148	b16	b16	PROPN
fis-4294	225	149	-	-	PUNCT
fis-4294	225	150	2	2	NUM
fis-4294	225	151	464.4	464.4	NUM
fis-4294	225	152	0.0196	0.0196	NUM
fis-4294	225	153	7311.1	7311.1	NUM
fis-4294	225	154	1460.8	1460.8	NUM
fis-4294	225	155	1000	1000	NUM
fis-4294	225	156	sc12	sc12	PROPN
fis-4294	225	157	-	-	PUNCT
fis-4294	225	158	b16	b16	PROPN
fis-4294	225	159	-	-	PUNCT
fis-4294	225	160	3	3	NUM
fis-4294	225	161	406.9	406.9	NUM
fis-4294	225	162	0.0188	0.0188	NUM
fis-4294	225	163	5346.9	5346.9	NUM
fis-4294	225	164	1731.3	1731.3	NUM
fis-4294	225	165	1000	1000	NUM
fis-4294	225	166	ss12	ss12	PROPN
fis-4294	225	167	-	-	PUNCT
fis-4294	225	168	b16	b16	PROPN
fis-4294	225	169	-	-	PUNCT
fis-4294	225	170	3	3	NUM
fis-4294	225	171	409.1	409.1	NUM
fis-4294	225	172	0.0187	0.0187	NUM
fis-4294	225	173	5264.5	5264.5	NUM
fis-4294	225	174	1642.3	1642.3	NUM
fis-4294	225	175	1500	1500	NUM
fis-4294	225	176	sc12	sc12	PROPN
fis-4294	225	177	-	-	PUNCT
fis-4294	225	178	b16	b16	PROPN
fis-4294	225	179	-	-	PUNCT
fis-4294	225	180	4	4	NUM
fis-4294	225	181	388.0	388.0	NUM
fis-4294	225	182	0.0206	0.0206	NUM
fis-4294	225	183	4152.9	4152.9	NUM
fis-4294	225	184	1736.4	1736.4	NUM
fis-4294	225	185	1500	1500	NUM
fis-4294	225	186	ss12	ss12	PROPN
fis-4294	225	187	-	-	PUNCT
fis-4294	225	188	b16	b16	PROPN
fis-4294	225	189	-	-	PUNCT
fis-4294	225	190	4	4	NUM
fis-4294	225	191	389.2	389.2	NUM
fis-4294	225	192	0.0203	0.0203	NUM
fis-4294	225	193	4260.3	4260.3	NUM
fis-4294	225	194	1716.3	1716.3	NUM
fis-4294	225	195	table	table	NOUN
fis-4294	225	196	6	6	NUM
fis-4294	225	197	:	:	PUNCT
fis-4294	225	198	numerical	numerical	ADJ
fis-4294	225	199	results	result	NOUN
fis-4294	225	200	of	of	ADP
fis-4294	225	201	the	the	DET
fis-4294	225	202	6	6	NUM
fis-4294	225	203	,	,	PUNCT
fis-4294	225	204	9	9	NUM
fis-4294	225	205	and	and	CCONJ
fis-4294	225	206	12	12	NUM
fis-4294	225	207	-	-	PUNCT
fis-4294	225	208	story	story	NOUN
fis-4294	225	209	buildings	building	NOUN
fis-4294	225	210	with	with	ADP
fis-4294	225	211	x	x	NOUN
fis-4294	225	212	-	-	NOUN
fis-4294	225	213	brace	brace	NOUN
fis-4294	225	214	with	with	ADP
fis-4294	225	215	section	section	NOUN
fis-4294	225	216	of	of	ADP
fis-4294	225	217	w6x16	w6x16	PROPN
fis-4294	225	218	.	.	PUNCT
fis-4294	226	1	t	t	X
fis-4294	226	2	o	o	NOUN
fis-4294	226	3	a.	a.	PROPN
fis-4294	226	4	j.	j.	PROPN
fis-4294	226	5	abdulridha	abdulridha	PROPN
fis-4294	226	6	,	,	PUNCT
fis-4294	226	7	frattura	frattura	PROPN
fis-4294	226	8	ed	ed	PROPN
fis-4294	226	9	integrità	integrità	PROPN
fis-4294	226	10	strutturale	strutturale	PROPN
fis-4294	226	11	,	,	PUNCT
fis-4294	226	12	66	66	NUM
fis-4294	226	13	(	(	PUNCT
fis-4294	226	14	2023	2023	NUM
fis-4294	226	15	)	)	PUNCT
fis-4294	226	16	273	273	NUM
fis-4294	226	17	-	-	SYM
fis-4294	226	18	296	296	NUM
fis-4294	226	19	;	;	PUNCT
fis-4294	226	20	doi	doi	NOUN
fis-4294	226	21	:	:	PUNCT
fis-4294	226	22	10.3221	10.3221	NUM
fis-4294	226	23	/	/	SYM
fis-4294	226	24	igf	igf	PROPN
fis-4294	226	25	-	-	ADJ
fis-4294	226	26	esis.66.17	esis.66.17	PROPN
fis-4294	226	27	285	285	NUM
fis-4294	226	28	figure	figure	NOUN
fis-4294	226	29	13	13	NUM
fis-4294	226	30	:	:	PUNCT
fis-4294	226	31	base	base	ADJ
fis-4294	226	32	shear	shear	ADJ
fis-4294	226	33	-	-	PUNCT
fis-4294	226	34	lateral	lateral	ADJ
fis-4294	226	35	displacement	displacement	ADJ
fis-4294	226	36	curve	curve	NOUN
fis-4294	226	37	of	of	ADP
fis-4294	226	38	the	the	DET
fis-4294	226	39	6	6	NUM
fis-4294	226	40	-	-	PUNCT
fis-4294	226	41	story	story	NOUN
fis-4294	226	42	buildings	building	NOUN
fis-4294	226	43	figure	figure	VERB
fis-4294	226	44	14	14	NUM
fis-4294	226	45	:	:	PUNCT
fis-4294	226	46	base	base	ADJ
fis-4294	226	47	shear	shear	ADJ
fis-4294	226	48	-	-	PUNCT
fis-4294	226	49	lateral	lateral	ADJ
fis-4294	226	50	displacement	displacement	ADJ
fis-4294	226	51	curve	curve	NOUN
fis-4294	226	52	of	of	ADP
fis-4294	226	53	the	the	DET
fis-4294	226	54	9	9	NUM
fis-4294	226	55	-	-	PUNCT
fis-4294	226	56	story	story	NOUN
fis-4294	226	57	buildings	building	NOUN
fis-4294	226	58	.	.	PUNCT
fis-4294	227	1	figure	figure	VERB
fis-4294	227	2	15	15	NUM
fis-4294	227	3	:	:	PUNCT
fis-4294	227	4	base	base	ADJ
fis-4294	227	5	shear	shear	ADJ
fis-4294	227	6	-	-	PUNCT
fis-4294	227	7	lateral	lateral	ADJ
fis-4294	227	8	displacement	displacement	ADJ
fis-4294	227	9	curve	curve	NOUN
fis-4294	227	10	of	of	ADP
fis-4294	227	11	the	the	DET
fis-4294	227	12	12	12	NUM
fis-4294	227	13	-	-	PUNCT
fis-4294	227	14	story	story	NOUN
fis-4294	227	15	buildings	building	NOUN
fis-4294	227	16	.	.	PUNCT
fis-4294	228	1	a.	a.	PROPN
fis-4294	228	2	j.	j.	PROPN
fis-4294	228	3	abdulridha	abdulridha	PROPN
fis-4294	228	4	,	,	PUNCT
fis-4294	228	5	frattura	frattura	PROPN
fis-4294	228	6	ed	ed	PROPN
fis-4294	228	7	integrità	integrità	PROPN
fis-4294	228	8	strutturale	strutturale	PROPN
fis-4294	228	9	,	,	PUNCT
fis-4294	228	10	66	66	NUM
fis-4294	228	11	(	(	PUNCT
fis-4294	228	12	2023	2023	NUM
fis-4294	228	13	)	)	PUNCT
fis-4294	228	14	273	273	NUM
fis-4294	228	15	-	-	SYM
fis-4294	228	16	296	296	NUM
fis-4294	228	17	;	;	PUNCT
fis-4294	228	18	doi	doi	NOUN
fis-4294	228	19	:	:	PUNCT
fis-4294	228	20	10.3221	10.3221	NUM
fis-4294	228	21	/	/	SYM
fis-4294	228	22	igf	igf	PROPN
fis-4294	228	23	-	-	ADJ
fis-4294	228	24	esis.66.17	esis.66.17	ADJ
fis-4294	228	25	286	286	NUM
fis-4294	228	26	figure	figure	NOUN
fis-4294	228	27	16	16	NUM
fis-4294	228	28	:	:	PUNCT
fis-4294	228	29	comparison	comparison	NOUN
fis-4294	228	30	of	of	ADP
fis-4294	228	31	time	time	NOUN
fis-4294	228	32	hysteresis	hysteresis	NOUN
fis-4294	228	33	of	of	ADP
fis-4294	228	34	base	base	ADJ
fis-4294	228	35	shear	shear	NOUN
fis-4294	228	36	for	for	ADP
fis-4294	228	37	different	different	ADJ
fis-4294	228	38	cases	case	NOUN
fis-4294	228	39	of	of	ADP
fis-4294	228	40	the	the	DET
fis-4294	228	41	6	6	NUM
fis-4294	228	42	-	-	PUNCT
fis-4294	228	43	story	story	NOUN
fis-4294	228	44	buildings	building	NOUN
fis-4294	228	45	with	with	ADP
fis-4294	228	46	x	x	ADJ
fis-4294	228	47	-	-	NOUN
fis-4294	228	48	brace	brace	NOUN
fis-4294	228	49	section	section	NOUN
fis-4294	228	50	of	of	ADP
fis-4294	228	51	w6x16	w6x16	PROPN
fis-4294	228	52	at	at	ADP
fis-4294	228	53	corner	corner	NOUN
fis-4294	228	54	position	position	NOUN
fis-4294	228	55	.	.	PUNCT
fis-4294	229	1	figure	figure	NOUN
fis-4294	229	2	17	17	NUM
fis-4294	229	3	:	:	PUNCT
fis-4294	229	4	comparison	comparison	NOUN
fis-4294	229	5	of	of	ADP
fis-4294	229	6	time	time	NOUN
fis-4294	229	7	hysteresis	hysteresis	NOUN
fis-4294	229	8	of	of	ADP
fis-4294	229	9	base	base	ADJ
fis-4294	229	10	shear	shear	NOUN
fis-4294	229	11	for	for	ADP
fis-4294	229	12	different	different	ADJ
fis-4294	229	13	cases	case	NOUN
fis-4294	229	14	of	of	ADP
fis-4294	229	15	the	the	DET
fis-4294	229	16	9	9	NUM
fis-4294	229	17	-	-	PUNCT
fis-4294	229	18	story	story	NOUN
fis-4294	229	19	buildings	building	NOUN
fis-4294	229	20	with	with	ADP
fis-4294	229	21	x	x	ADJ
fis-4294	229	22	-	-	NOUN
fis-4294	229	23	brace	brace	NOUN
fis-4294	229	24	section	section	NOUN
fis-4294	229	25	of	of	ADP
fis-4294	229	26	w6x16	w6x16	PROPN
fis-4294	229	27	at	at	ADP
fis-4294	229	28	corner	corner	NOUN
fis-4294	229	29	position	position	NOUN
fis-4294	229	30	.	.	PUNCT
fis-4294	230	1	figure	figure	NOUN
fis-4294	230	2	18	18	NUM
fis-4294	230	3	:	:	PUNCT
fis-4294	230	4	comparison	comparison	NOUN
fis-4294	230	5	of	of	ADP
fis-4294	230	6	time	time	NOUN
fis-4294	230	7	hysteresis	hysteresis	NOUN
fis-4294	230	8	of	of	ADP
fis-4294	230	9	base	base	ADJ
fis-4294	230	10	shear	shear	NOUN
fis-4294	230	11	for	for	ADP
fis-4294	230	12	different	different	ADJ
fis-4294	230	13	cases	case	NOUN
fis-4294	230	14	of	of	ADP
fis-4294	230	15	the	the	DET
fis-4294	230	16	12	12	NUM
fis-4294	230	17	-	-	PUNCT
fis-4294	230	18	story	story	NOUN
fis-4294	230	19	buildings	building	NOUN
fis-4294	230	20	with	with	ADP
fis-4294	230	21	x	x	ADJ
fis-4294	230	22	-	-	NOUN
fis-4294	230	23	brace	brace	NOUN
fis-4294	230	24	section	section	NOUN
fis-4294	230	25	of	of	ADP
fis-4294	230	26	w6x16	w6x16	PROPN
fis-4294	230	27	at	at	ADP
fis-4294	230	28	corner	corner	NOUN
fis-4294	230	29	position	position	NOUN
fis-4294	230	30	.	.	PUNCT
fis-4294	231	1	a.	a.	PROPN
fis-4294	231	2	j.	j.	PROPN
fis-4294	231	3	abdulridha	abdulridha	PROPN
fis-4294	231	4	,	,	PUNCT
fis-4294	231	5	frattura	frattura	PROPN
fis-4294	231	6	ed	ed	PROPN
fis-4294	231	7	integrità	integrità	PROPN
fis-4294	231	8	strutturale	strutturale	PROPN
fis-4294	231	9	,	,	PUNCT
fis-4294	231	10	66	66	NUM
fis-4294	231	11	(	(	PUNCT
fis-4294	231	12	2023	2023	NUM
fis-4294	231	13	)	)	PUNCT
fis-4294	231	14	273	273	NUM
fis-4294	231	15	-	-	SYM
fis-4294	231	16	296	296	NUM
fis-4294	231	17	;	;	PUNCT
fis-4294	231	18	doi	doi	NOUN
fis-4294	231	19	:	:	PUNCT
fis-4294	231	20	10.3221	10.3221	NUM
fis-4294	231	21	/	/	SYM
fis-4294	231	22	igf	igf	PROPN
fis-4294	231	23	-	-	ADJ
fis-4294	231	24	esis.66.17	esis.66.17	PROPN
fis-4294	231	25	287	287	NUM
fis-4294	231	26	figure	figure	NOUN
fis-4294	231	27	19	19	NUM
fis-4294	231	28	:	:	PUNCT
fis-4294	231	29	comparison	comparison	NOUN
fis-4294	231	30	of	of	ADP
fis-4294	231	31	time	time	NOUN
fis-4294	231	32	hysteresis	hysteresis	NOUN
fis-4294	231	33	of	of	ADP
fis-4294	231	34	base	base	ADJ
fis-4294	231	35	shear	shear	NOUN
fis-4294	231	36	for	for	ADP
fis-4294	231	37	different	different	ADJ
fis-4294	231	38	cases	case	NOUN
fis-4294	231	39	of	of	ADP
fis-4294	231	40	the	the	DET
fis-4294	231	41	6	6	NUM
fis-4294	231	42	-	-	PUNCT
fis-4294	231	43	story	story	NOUN
fis-4294	231	44	buildings	building	NOUN
fis-4294	231	45	with	with	ADP
fis-4294	231	46	x	x	ADJ
fis-4294	231	47	-	-	NOUN
fis-4294	231	48	brace	brace	NOUN
fis-4294	231	49	section	section	NOUN
fis-4294	231	50	of	of	ADP
fis-4294	231	51	w6x16	w6x16	PROPN
fis-4294	231	52	at	at	ADP
fis-4294	231	53	side	side	NOUN
fis-4294	231	54	position	position	NOUN
fis-4294	231	55	.	.	PUNCT
fis-4294	232	1	figure	figure	NOUN
fis-4294	232	2	20	20	NUM
fis-4294	232	3	:	:	PUNCT
fis-4294	232	4	comparison	comparison	NOUN
fis-4294	232	5	of	of	ADP
fis-4294	232	6	time	time	NOUN
fis-4294	232	7	hysteresis	hysteresis	NOUN
fis-4294	232	8	of	of	ADP
fis-4294	232	9	base	base	ADJ
fis-4294	232	10	shear	shear	NOUN
fis-4294	232	11	for	for	ADP
fis-4294	232	12	different	different	ADJ
fis-4294	232	13	cases	case	NOUN
fis-4294	232	14	of	of	ADP
fis-4294	232	15	the	the	DET
fis-4294	232	16	9	9	NUM
fis-4294	232	17	-	-	PUNCT
fis-4294	232	18	story	story	NOUN
fis-4294	232	19	buildings	building	NOUN
fis-4294	232	20	with	with	ADP
fis-4294	232	21	x	x	ADJ
fis-4294	232	22	-	-	NOUN
fis-4294	232	23	brace	brace	NOUN
fis-4294	232	24	section	section	NOUN
fis-4294	232	25	of	of	ADP
fis-4294	232	26	w6x16	w6x16	PROPN
fis-4294	232	27	at	at	ADP
fis-4294	232	28	side	side	NOUN
fis-4294	232	29	position	position	NOUN
fis-4294	232	30	.	.	PUNCT
fis-4294	233	1	figure	figure	NOUN
fis-4294	233	2	21	21	NUM
fis-4294	233	3	:	:	PUNCT
fis-4294	233	4	comparison	comparison	NOUN
fis-4294	233	5	of	of	ADP
fis-4294	233	6	time	time	NOUN
fis-4294	233	7	hysteresis	hysteresis	NOUN
fis-4294	233	8	of	of	ADP
fis-4294	233	9	base	base	ADJ
fis-4294	233	10	shear	shear	NOUN
fis-4294	233	11	for	for	ADP
fis-4294	233	12	different	different	ADJ
fis-4294	233	13	cases	case	NOUN
fis-4294	233	14	of	of	ADP
fis-4294	233	15	the	the	DET
fis-4294	233	16	12	12	NUM
fis-4294	233	17	-	-	PUNCT
fis-4294	233	18	story	story	NOUN
fis-4294	233	19	buildings	building	NOUN
fis-4294	233	20	with	with	ADP
fis-4294	233	21	x	x	ADJ
fis-4294	233	22	-	-	NOUN
fis-4294	233	23	brace	brace	NOUN
fis-4294	233	24	section	section	NOUN
fis-4294	233	25	of	of	ADP
fis-4294	233	26	w6x16	w6x16	PROPN
fis-4294	233	27	at	at	ADP
fis-4294	233	28	side	side	NOUN
fis-4294	233	29	position	position	NOUN
fis-4294	233	30	.	.	PUNCT
fis-4294	234	1	a.	a.	PROPN
fis-4294	234	2	j.	j.	PROPN
fis-4294	234	3	abdulridha	abdulridha	PROPN
fis-4294	234	4	,	,	PUNCT
fis-4294	234	5	frattura	frattura	PROPN
fis-4294	234	6	ed	ed	PROPN
fis-4294	234	7	integrità	integrità	PROPN
fis-4294	234	8	strutturale	strutturale	PROPN
fis-4294	234	9	,	,	PUNCT
fis-4294	234	10	66	66	NUM
fis-4294	234	11	(	(	PUNCT
fis-4294	234	12	2023	2023	NUM
fis-4294	234	13	)	)	PUNCT
fis-4294	234	14	273	273	NUM
fis-4294	234	15	-	-	SYM
fis-4294	234	16	296	296	NUM
fis-4294	234	17	;	;	PUNCT
fis-4294	234	18	doi	doi	NOUN
fis-4294	234	19	:	:	PUNCT
fis-4294	234	20	10.3221	10.3221	NUM
fis-4294	234	21	/	/	SYM
fis-4294	234	22	igf	igf	PROPN
fis-4294	234	23	-	-	NOUN
fis-4294	234	24	esis.66.17	esis.66.17	PROPN
fis-4294	234	25	288	288	NUM
fis-4294	234	26	the	the	DET
fis-4294	234	27	influence	influence	NOUN
fis-4294	234	28	of	of	ADP
fis-4294	234	29	eccentricity	eccentricity	NOUN
fis-4294	234	30	on	on	ADP
fis-4294	234	31	x	x	NOUN
fis-4294	234	32	-	-	NOUN
fis-4294	234	33	bracings	bracing	NOUN
fis-4294	234	34	may	may	AUX
fis-4294	234	35	be	be	AUX
fis-4294	234	36	studied	study	VERB
fis-4294	234	37	with	with	ADP
fis-4294	234	38	base	base	ADJ
fis-4294	234	39	shear	shear	NOUN
fis-4294	234	40	(	(	PUNCT
fis-4294	234	41	vmax	vmax	PROPN
fis-4294	234	42	)	)	PUNCT
fis-4294	234	43	and	and	CCONJ
fis-4294	234	44	maximum	maximum	ADJ
fis-4294	234	45	brace	brace	NOUN
fis-4294	234	46	force	force	NOUN
fis-4294	234	47	tables	table	NOUN
fis-4294	234	48	and	and	CCONJ
fis-4294	234	49	figures	figure	NOUN
fis-4294	234	50	.	.	PUNCT
fis-4294	235	1	for	for	ADP
fis-4294	235	2	6	6	NUM
fis-4294	235	3	-	-	PUNCT
fis-4294	235	4	story	story	NOUN
fis-4294	235	5	structures	structure	NOUN
fis-4294	235	6	with	with	ADP
fis-4294	235	7	an	an	DET
fis-4294	235	8	x	x	ADJ
fis-4294	235	9	-	-	NOUN
fis-4294	235	10	brace	brace	NOUN
fis-4294	235	11	section	section	NOUN
fis-4294	235	12	of	of	ADP
fis-4294	235	13	w6x16	w6x16	PROPN
fis-4294	235	14	at	at	ADP
fis-4294	235	15	the	the	DET
fis-4294	235	16	corner	corner	NOUN
fis-4294	235	17	position	position	NOUN
fis-4294	235	18	had	have	VERB
fis-4294	235	19	a	a	DET
fis-4294	235	20	1.38	1.38	NUM
fis-4294	235	21	%	%	NOUN
fis-4294	235	22	,	,	PUNCT
fis-4294	235	23	25.57	25.57	NUM
fis-4294	235	24	%	%	NOUN
fis-4294	235	25	and	and	CCONJ
fis-4294	235	26	37.97	37.97	NUM
fis-4294	235	27	%	%	NOUN
fis-4294	235	28	,	,	PUNCT
fis-4294	235	29	respectively	respectively	ADV
fis-4294	235	30	reduced	reduce	VERB
fis-4294	235	31	in	in	ADP
fis-4294	235	32	base	base	ADJ
fis-4294	235	33	shear	shear	NOUN
fis-4294	235	34	as	as	SCONJ
fis-4294	235	35	the	the	DET
fis-4294	235	36	eccentricity	eccentricity	NOUN
fis-4294	235	37	of	of	ADP
fis-4294	235	38	the	the	DET
fis-4294	235	39	bracing	bracing	ADJ
fis-4294	235	40	frame	frame	NOUN
fis-4294	235	41	increased	increase	VERB
fis-4294	235	42	from	from	ADP
fis-4294	235	43	0	0	NUM
fis-4294	235	44	to	to	ADP
fis-4294	235	45	1500	1500	NUM
fis-4294	235	46	mm	mm	NOUN
fis-4294	235	47	.	.	PUNCT
fis-4294	236	1	also	also	ADV
fis-4294	236	2	,	,	PUNCT
fis-4294	236	3	for	for	ADP
fis-4294	236	4	multistory	multistory	ADJ
fis-4294	236	5	buildings	building	NOUN
fis-4294	236	6	with	with	ADP
fis-4294	236	7	a	a	DET
fis-4294	236	8	6	6	NUM
fis-4294	236	9	-	-	PUNCT
fis-4294	236	10	story	story	NOUN
fis-4294	236	11	height	height	NOUN
fis-4294	236	12	and	and	CCONJ
fis-4294	236	13	an	an	DET
fis-4294	236	14	x	x	ADJ
fis-4294	236	15	-	-	NOUN
fis-4294	236	16	brace	brace	NOUN
fis-4294	236	17	section	section	NOUN
fis-4294	236	18	of	of	ADP
fis-4294	236	19	w6x16	w6x16	PROPN
fis-4294	236	20	in	in	ADP
fis-4294	236	21	the	the	DET
fis-4294	236	22	side	side	NOUN
fis-4294	236	23	position	position	NOUN
fis-4294	236	24	,	,	PUNCT
fis-4294	236	25	an	an	DET
fis-4294	236	26	increase	increase	NOUN
fis-4294	236	27	in	in	ADP
fis-4294	236	28	eccentrically	eccentrically	ADV
fis-4294	236	29	braced	brace	VERB
fis-4294	236	30	frames	frame	NOUN
fis-4294	236	31	resulted	result	VERB
fis-4294	236	32	in	in	ADP
fis-4294	236	33	a	a	DET
fis-4294	236	34	decrease	decrease	NOUN
fis-4294	236	35	in	in	ADP
fis-4294	236	36	base	base	ADJ
fis-4294	236	37	shear	shear	NOUN
fis-4294	236	38	of	of	ADP
fis-4294	236	39	1.83	1.83	NUM
fis-4294	236	40	percent	percent	NOUN
fis-4294	236	41	,	,	PUNCT
fis-4294	236	42	26.71	26.71	NUM
fis-4294	236	43	percent	percent	NOUN
fis-4294	236	44	,	,	PUNCT
fis-4294	236	45	and	and	CCONJ
fis-4294	236	46	38.67	38.67	NUM
fis-4294	236	47	percent	percent	NOUN
fis-4294	236	48	,	,	PUNCT
fis-4294	236	49	respectively	respectively	ADV
fis-4294	236	50	.	.	PUNCT
fis-4294	237	1	multi	multi	ADJ
fis-4294	237	2	-	-	ADJ
fis-4294	237	3	story	story	ADJ
fis-4294	237	4	buildings	building	NOUN
fis-4294	237	5	with	with	ADP
fis-4294	237	6	9	9	NUM
fis-4294	237	7	stories	story	NOUN
fis-4294	237	8	with	with	ADP
fis-4294	237	9	an	an	DET
fis-4294	237	10	x	x	ADJ
fis-4294	237	11	-	-	NOUN
fis-4294	237	12	brace	brace	NOUN
fis-4294	237	13	section	section	NOUN
fis-4294	237	14	of	of	ADP
fis-4294	237	15	w6x16	w6x16	PROPN
fis-4294	237	16	at	at	ADP
fis-4294	237	17	the	the	DET
fis-4294	237	18	corner	corner	NOUN
fis-4294	237	19	position	position	NOUN
fis-4294	237	20	saw	see	VERB
fis-4294	237	21	an	an	DET
fis-4294	237	22	increase	increase	NOUN
fis-4294	237	23	in	in	ADP
fis-4294	237	24	eccentrically	eccentrically	ADV
fis-4294	237	25	braced	brace	VERB
fis-4294	237	26	frames	frame	NOUN
fis-4294	237	27	decrease	decrease	VERB
fis-4294	237	28	base	base	NOUN
fis-4294	237	29	shear	shear	NOUN
fis-4294	237	30	by	by	ADP
fis-4294	237	31	11.14	11.14	NUM
fis-4294	237	32	%	%	NOUN
fis-4294	237	33	,	,	PUNCT
fis-4294	237	34	36.05	36.05	NUM
fis-4294	237	35	%	%	NOUN
fis-4294	237	36	,	,	PUNCT
fis-4294	237	37	and	and	CCONJ
fis-4294	237	38	56.03	56.03	NUM
fis-4294	237	39	%	%	NOUN
fis-4294	237	40	.	.	PUNCT
fis-4294	238	1	also	also	ADV
fis-4294	238	2	,	,	PUNCT
fis-4294	238	3	for	for	ADP
fis-4294	238	4	9	9	NUM
fis-4294	238	5	-	-	PUNCT
fis-4294	238	6	story	story	NOUN
fis-4294	238	7	multi	multi	ADJ
fis-4294	238	8	-	-	ADJ
fis-4294	238	9	story	story	ADJ
fis-4294	238	10	buildings	building	NOUN
fis-4294	238	11	with	with	ADP
fis-4294	238	12	x	x	ADJ
fis-4294	238	13	-	-	NOUN
fis-4294	238	14	brace	brace	NOUN
fis-4294	238	15	section	section	NOUN
fis-4294	238	16	w6x16	w6x16	PROPN
fis-4294	238	17	at	at	ADP
fis-4294	238	18	side	side	NOUN
fis-4294	238	19	position	position	NOUN
fis-4294	238	20	,	,	PUNCT
fis-4294	238	21	an	an	DET
fis-4294	238	22	increase	increase	NOUN
fis-4294	238	23	in	in	ADP
fis-4294	238	24	eccentrically	eccentrically	ADV
fis-4294	238	25	braced	brace	VERB
fis-4294	238	26	frames	frame	NOUN
fis-4294	238	27	from	from	ADP
fis-4294	238	28	0	0	NUM
fis-4294	238	29	to	to	PART
fis-4294	238	30	1500	1500	NUM
fis-4294	238	31	mm	mm	NOUN
fis-4294	238	32	resulted	result	VERB
fis-4294	238	33	in	in	ADP
fis-4294	238	34	decrease	decrease	NOUN
fis-4294	238	35	base	base	NOUN
fis-4294	238	36	shear	shear	NOUN
fis-4294	238	37	by	by	ADP
fis-4294	238	38	9.31	9.31	NUM
fis-4294	238	39	%	%	NOUN
fis-4294	238	40	,	,	PUNCT
fis-4294	238	41	37.64	37.64	NUM
fis-4294	238	42	%	%	NOUN
fis-4294	238	43	,	,	PUNCT
fis-4294	238	44	and	and	CCONJ
fis-4294	238	45	55.27	55.27	NUM
fis-4294	238	46	%	%	NOUN
fis-4294	238	47	.	.	PUNCT
fis-4294	239	1	for	for	ADP
fis-4294	239	2	multi	multi	ADJ
fis-4294	239	3	-	-	ADJ
fis-4294	239	4	story	story	ADJ
fis-4294	239	5	buildings	building	NOUN
fis-4294	239	6	with	with	ADP
fis-4294	239	7	12	12	NUM
fis-4294	239	8	stories	story	NOUN
fis-4294	239	9	and	and	CCONJ
fis-4294	239	10	an	an	DET
fis-4294	239	11	x	x	ADJ
fis-4294	239	12	-	-	NOUN
fis-4294	239	13	brace	brace	NOUN
fis-4294	239	14	section	section	NOUN
fis-4294	239	15	of	of	ADP
fis-4294	239	16	w6x16	w6x16	PROPN
fis-4294	239	17	at	at	ADP
fis-4294	239	18	the	the	DET
fis-4294	239	19	corner	corner	NOUN
fis-4294	239	20	,	,	PUNCT
fis-4294	239	21	the	the	DET
fis-4294	239	22	eccentrically	eccentrically	ADV
fis-4294	239	23	braced	braced	ADJ
fis-4294	239	24	frame	frame	NOUN
fis-4294	239	25	resulted	result	VERB
fis-4294	239	26	in	in	ADP
fis-4294	239	27	a	a	DET
fis-4294	239	28	0.19	0.19	NUM
fis-4294	239	29	percent	percent	NOUN
fis-4294	239	30	,	,	PUNCT
fis-4294	239	31	29.52	29.52	NUM
fis-4294	239	32	percent	percent	NOUN
fis-4294	239	33	,	,	PUNCT
fis-4294	239	34	and	and	CCONJ
fis-4294	239	35	45.26	45.26	NUM
fis-4294	239	36	percent	percent	NOUN
fis-4294	239	37	decrease	decrease	NOUN
fis-4294	239	38	in	in	ADP
fis-4294	239	39	base	base	ADJ
fis-4294	239	40	shear	shear	NOUN
fis-4294	239	41	.	.	PUNCT
fis-4294	240	1	in	in	ADP
fis-4294	240	2	addition	addition	NOUN
fis-4294	240	3	,	,	PUNCT
fis-4294	240	4	for	for	ADP
fis-4294	240	5	12	12	NUM
fis-4294	240	6	-	-	PUNCT
fis-4294	240	7	story	story	NOUN
fis-4294	240	8	multi	multi	ADJ
fis-4294	240	9	-	-	ADJ
fis-4294	240	10	story	story	ADJ
fis-4294	240	11	buildings	building	NOUN
fis-4294	240	12	with	with	ADP
fis-4294	240	13	an	an	DET
fis-4294	240	14	x	x	ADJ
fis-4294	240	15	-	-	NOUN
fis-4294	240	16	brace	brace	NOUN
fis-4294	240	17	section	section	NOUN
fis-4294	240	18	of	of	ADP
fis-4294	240	19	w6x16	w6x16	PROPN
fis-4294	240	20	in	in	ADP
fis-4294	240	21	the	the	DET
fis-4294	240	22	side	side	NOUN
fis-4294	240	23	position	position	NOUN
fis-4294	240	24	,	,	PUNCT
fis-4294	240	25	an	an	DET
fis-4294	240	26	increase	increase	NOUN
fis-4294	240	27	in	in	ADP
fis-4294	240	28	eccentrically	eccentrically	ADV
fis-4294	240	29	braced	brace	VERB
fis-4294	240	30	frames	frame	NOUN
fis-4294	240	31	decreased	decrease	VERB
fis-4294	240	32	base	base	ADJ
fis-4294	240	33	shear	shear	NOUN
fis-4294	240	34	by	by	ADP
fis-4294	240	35	3.63	3.63	NUM
fis-4294	240	36	%	%	NOUN
fis-4294	240	37	,	,	PUNCT
fis-4294	240	38	30.61	30.61	NUM
fis-4294	240	39	%	%	NOUN
fis-4294	240	40	,	,	PUNCT
fis-4294	240	41	and	and	CCONJ
fis-4294	240	42	43.84	43.84	NUM
fis-4294	240	43	%	%	NOUN
fis-4294	240	44	.	.	PUNCT
fis-4294	241	1	for	for	ADP
fis-4294	241	2	6	6	NUM
fis-4294	241	3	-	-	PUNCT
fis-4294	241	4	story	story	NOUN
fis-4294	241	5	structures	structure	NOUN
fis-4294	241	6	with	with	ADP
fis-4294	241	7	an	an	DET
fis-4294	241	8	x	x	ADJ
fis-4294	241	9	-	-	NOUN
fis-4294	241	10	brace	brace	NOUN
fis-4294	241	11	section	section	NOUN
fis-4294	241	12	of	of	ADP
fis-4294	241	13	w6x16	w6x16	PROPN
fis-4294	241	14	at	at	ADP
fis-4294	241	15	the	the	DET
fis-4294	241	16	corner	corner	NOUN
fis-4294	241	17	position	position	NOUN
fis-4294	241	18	had	have	VERB
fis-4294	241	19	a	a	DET
fis-4294	241	20	28.96	28.96	NUM
fis-4294	241	21	%	%	NOUN
fis-4294	241	22	,	,	PUNCT
fis-4294	241	23	45.49	45.49	NUM
fis-4294	241	24	%	%	NOUN
fis-4294	241	25	and	and	CCONJ
fis-4294	241	26	67.88	67.88	NUM
fis-4294	241	27	%	%	NOUN
fis-4294	241	28	,	,	PUNCT
fis-4294	241	29	respectively	respectively	ADV
fis-4294	241	30	increased	increase	VERB
fis-4294	241	31	in	in	ADP
fis-4294	241	32	brace	brace	NOUN
fis-4294	241	33	force	force	NOUN
fis-4294	241	34	as	as	SCONJ
fis-4294	241	35	the	the	DET
fis-4294	241	36	eccentricity	eccentricity	NOUN
fis-4294	241	37	of	of	ADP
fis-4294	241	38	the	the	DET
fis-4294	241	39	bracing	bracing	ADJ
fis-4294	241	40	frame	frame	NOUN
fis-4294	241	41	increased	increase	VERB
fis-4294	241	42	from	from	ADP
fis-4294	241	43	0	0	NUM
fis-4294	241	44	to	to	ADP
fis-4294	241	45	1500	1500	NUM
fis-4294	241	46	mm	mm	NOUN
fis-4294	241	47	.	.	PUNCT
fis-4294	242	1	also	also	ADV
fis-4294	242	2	,	,	PUNCT
fis-4294	242	3	for	for	ADP
fis-4294	242	4	multistory	multistory	ADJ
fis-4294	242	5	buildings	building	NOUN
fis-4294	242	6	with	with	ADP
fis-4294	242	7	a	a	DET
fis-4294	242	8	6	6	NUM
fis-4294	242	9	-	-	PUNCT
fis-4294	242	10	story	story	NOUN
fis-4294	242	11	height	height	NOUN
fis-4294	242	12	and	and	CCONJ
fis-4294	242	13	an	an	DET
fis-4294	242	14	x	x	ADJ
fis-4294	242	15	-	-	NOUN
fis-4294	242	16	brace	brace	NOUN
fis-4294	242	17	section	section	NOUN
fis-4294	242	18	of	of	ADP
fis-4294	242	19	w6x16	w6x16	PROPN
fis-4294	242	20	in	in	ADP
fis-4294	242	21	the	the	DET
fis-4294	242	22	side	side	NOUN
fis-4294	242	23	position	position	NOUN
fis-4294	242	24	,	,	PUNCT
fis-4294	242	25	an	an	DET
fis-4294	242	26	increase	increase	NOUN
fis-4294	242	27	in	in	ADP
fis-4294	242	28	eccentrically	eccentrically	ADV
fis-4294	242	29	braced	brace	VERB
fis-4294	242	30	frames	frame	NOUN
fis-4294	242	31	resulted	result	VERB
fis-4294	242	32	in	in	ADP
fis-4294	242	33	an	an	DET
fis-4294	242	34	increased	increase	VERB
fis-4294	242	35	in	in	ADP
fis-4294	242	36	brace	brace	NOUN
fis-4294	242	37	force	force	NOUN
fis-4294	242	38	of	of	ADP
fis-4294	242	39	23.28	23.28	NUM
fis-4294	242	40	percent	percent	NOUN
fis-4294	242	41	,	,	PUNCT
fis-4294	242	42	37.94	37.94	NUM
fis-4294	242	43	percent	percent	NOUN
fis-4294	242	44	,	,	PUNCT
fis-4294	242	45	and	and	CCONJ
fis-4294	242	46	61.30	61.30	NUM
fis-4294	242	47	percent	percent	NOUN
fis-4294	242	48	,	,	PUNCT
fis-4294	242	49	respectively	respectively	ADV
fis-4294	242	50	.	.	PUNCT
fis-4294	243	1	multi	multi	ADJ
fis-4294	243	2	-	-	ADJ
fis-4294	243	3	story	story	ADJ
fis-4294	243	4	buildings	building	NOUN
fis-4294	243	5	with	with	ADP
fis-4294	243	6	9	9	NUM
fis-4294	243	7	stories	story	NOUN
fis-4294	243	8	with	with	ADP
fis-4294	243	9	an	an	DET
fis-4294	243	10	x	x	ADJ
fis-4294	243	11	-	-	NOUN
fis-4294	243	12	brace	brace	NOUN
fis-4294	243	13	section	section	NOUN
fis-4294	243	14	of	of	ADP
fis-4294	243	15	w6x16	w6x16	PROPN
fis-4294	243	16	at	at	ADP
fis-4294	243	17	the	the	DET
fis-4294	243	18	corner	corner	NOUN
fis-4294	243	19	position	position	NOUN
fis-4294	243	20	saw	see	VERB
fis-4294	243	21	an	an	DET
fis-4294	243	22	increase	increase	NOUN
fis-4294	243	23	in	in	ADP
fis-4294	243	24	eccentrically	eccentrically	ADV
fis-4294	243	25	braced	brace	VERB
fis-4294	243	26	frames	frame	NOUN
fis-4294	243	27	increased	increase	VERB
fis-4294	243	28	brace	brace	NOUN
fis-4294	243	29	force	force	NOUN
fis-4294	243	30	by	by	ADP
fis-4294	243	31	18.26	18.26	NUM
fis-4294	243	32	%	%	NOUN
fis-4294	243	33	,	,	PUNCT
fis-4294	243	34	42.63	42.63	NUM
fis-4294	243	35	%	%	NOUN
fis-4294	243	36	,	,	PUNCT
fis-4294	243	37	and	and	CCONJ
fis-4294	243	38	49.63	49.63	NUM
fis-4294	243	39	%	%	NOUN
fis-4294	243	40	.	.	PUNCT
fis-4294	244	1	also	also	ADV
fis-4294	244	2	,	,	PUNCT
fis-4294	244	3	for	for	ADP
fis-4294	244	4	9	9	NUM
fis-4294	244	5	-	-	PUNCT
fis-4294	244	6	story	story	NOUN
fis-4294	244	7	multi	multi	ADJ
fis-4294	244	8	-	-	ADJ
fis-4294	244	9	story	story	ADJ
fis-4294	244	10	buildings	building	NOUN
fis-4294	244	11	with	with	ADP
fis-4294	244	12	x	x	ADJ
fis-4294	244	13	-	-	NOUN
fis-4294	244	14	brace	brace	NOUN
fis-4294	244	15	section	section	NOUN
fis-4294	244	16	w6x16	w6x16	PROPN
fis-4294	244	17	at	at	ADP
fis-4294	244	18	side	side	NOUN
fis-4294	244	19	position	position	NOUN
fis-4294	244	20	,	,	PUNCT
fis-4294	244	21	an	an	DET
fis-4294	244	22	increase	increase	NOUN
fis-4294	244	23	in	in	ADP
fis-4294	244	24	eccentrically	eccentrically	ADV
fis-4294	244	25	braced	brace	VERB
fis-4294	244	26	frames	frame	NOUN
fis-4294	244	27	from	from	ADP
fis-4294	244	28	0	0	NUM
fis-4294	244	29	to	to	PART
fis-4294	244	30	1500	1500	NUM
fis-4294	244	31	mm	mm	NOUN
fis-4294	244	32	resulted	result	VERB
fis-4294	244	33	in	in	ADP
fis-4294	244	34	increased	increase	VERB
fis-4294	244	35	brace	brace	NOUN
fis-4294	244	36	force	force	NOUN
fis-4294	244	37	by	by	ADP
fis-4294	244	38	14.33	14.33	NUM
fis-4294	244	39	%	%	NOUN
fis-4294	244	40	,	,	PUNCT
fis-4294	244	41	20.07	20.07	NUM
fis-4294	244	42	%	%	NOUN
fis-4294	244	43	,	,	PUNCT
fis-4294	244	44	and	and	CCONJ
fis-4294	244	45	20.09	20.09	NUM
fis-4294	244	46	%	%	NOUN
fis-4294	244	47	.	.	PUNCT
fis-4294	245	1	for	for	ADP
fis-4294	245	2	multi	multi	ADJ
fis-4294	245	3	-	-	ADJ
fis-4294	245	4	story	story	ADJ
fis-4294	245	5	buildings	building	NOUN
fis-4294	245	6	with	with	ADP
fis-4294	245	7	12	12	NUM
fis-4294	245	8	stories	story	NOUN
fis-4294	245	9	and	and	CCONJ
fis-4294	245	10	an	an	DET
fis-4294	245	11	x	x	ADJ
fis-4294	245	12	-	-	NOUN
fis-4294	245	13	brace	brace	NOUN
fis-4294	245	14	section	section	NOUN
fis-4294	245	15	of	of	ADP
fis-4294	245	16	w6x16	w6x16	PROPN
fis-4294	245	17	at	at	ADP
fis-4294	245	18	the	the	DET
fis-4294	245	19	corner	corner	NOUN
fis-4294	245	20	,	,	PUNCT
fis-4294	245	21	the	the	DET
fis-4294	245	22	eccentrically	eccentrically	ADV
fis-4294	245	23	braced	braced	ADJ
fis-4294	245	24	frame	frame	NOUN
fis-4294	245	25	resulted	result	VERB
fis-4294	245	26	in	in	ADP
fis-4294	245	27	a	a	DET
fis-4294	245	28	24.62	24.62	NUM
fis-4294	245	29	percent	percent	NOUN
fis-4294	245	30	,	,	PUNCT
fis-4294	245	31	17.98	17.98	NUM
fis-4294	245	32	percent	percent	NOUN
fis-4294	245	33	,	,	PUNCT
fis-4294	245	34	and	and	CCONJ
fis-4294	245	35	18.33	18.33	NUM
fis-4294	245	36	percent	percent	NOUN
fis-4294	245	37	increase	increase	NOUN
fis-4294	245	38	in	in	ADP
fis-4294	245	39	brace	brace	NOUN
fis-4294	245	40	force	force	NOUN
fis-4294	245	41	.	.	PUNCT
fis-4294	246	1	in	in	ADP
fis-4294	246	2	addition	addition	NOUN
fis-4294	246	3	,	,	PUNCT
fis-4294	246	4	for	for	ADP
fis-4294	246	5	12	12	NUM
fis-4294	246	6	-	-	PUNCT
fis-4294	246	7	story	story	NOUN
fis-4294	246	8	multi	multi	ADJ
fis-4294	246	9	-	-	ADJ
fis-4294	246	10	story	story	ADJ
fis-4294	246	11	buildings	building	NOUN
fis-4294	246	12	with	with	ADP
fis-4294	246	13	an	an	DET
fis-4294	246	14	x	x	ADJ
fis-4294	246	15	-	-	NOUN
fis-4294	246	16	brace	brace	NOUN
fis-4294	246	17	section	section	NOUN
fis-4294	246	18	of	of	ADP
fis-4294	246	19	w6x16	w6x16	PROPN
fis-4294	246	20	in	in	ADP
fis-4294	246	21	the	the	DET
fis-4294	246	22	side	side	NOUN
fis-4294	246	23	position	position	NOUN
fis-4294	246	24	,	,	PUNCT
fis-4294	246	25	an	an	DET
fis-4294	246	26	increase	increase	NOUN
fis-4294	246	27	in	in	ADP
fis-4294	246	28	eccentrically	eccentrically	ADV
fis-4294	246	29	braced	brace	VERB
fis-4294	246	30	frames	frame	NOUN
fis-4294	246	31	changed	change	VERB
fis-4294	246	32	in	in	ADP
fis-4294	246	33	brace	brace	NOUN
fis-4294	246	34	force	force	NOUN
fis-4294	246	35	by	by	ADP
fis-4294	246	36	–	–	PUNCT
fis-4294	246	37	0.45	0.45	NUM
fis-4294	246	38	%	%	NOUN
fis-4294	246	39	,	,	PUNCT
fis-4294	246	40	11.92	11.92	NUM
fis-4294	246	41	%	%	NOUN
fis-4294	246	42	,	,	PUNCT
fis-4294	246	43	and	and	CCONJ
fis-4294	246	44	16.96	16.96	NUM
fis-4294	246	45	%	%	NOUN
fis-4294	246	46	.	.	PUNCT
fis-4294	247	1	eccentric	eccentric	ADJ
fis-4294	247	2	x	x	NOUN
fis-4294	247	3	-	-	NOUN
fis-4294	247	4	braces	brace	NOUN
fis-4294	247	5	decrease	decrease	NOUN
fis-4294	247	6	brace	brace	NOUN
fis-4294	247	7	force	force	NOUN
fis-4294	247	8	in	in	ADP
fis-4294	247	9	six	six	NUM
fis-4294	247	10	-	-	PUNCT
fis-4294	247	11	story	story	NOUN
fis-4294	247	12	multi	multi	ADJ
fis-4294	247	13	-	-	ADJ
fis-4294	247	14	story	story	ADJ
fis-4294	247	15	buildings	building	NOUN
fis-4294	247	16	more	more	ADV
fis-4294	247	17	than	than	ADP
fis-4294	247	18	nineor	nineor	VERB
fis-4294	247	19	twelve	twelve	NUM
fis-4294	247	20	-	-	PUNCT
fis-4294	247	21	story	story	NOUN
fis-4294	247	22	ones	one	NOUN
fis-4294	247	23	.	.	PUNCT
fis-4294	248	1	the	the	DET
fis-4294	248	2	xbrace	xbrace	PROPN
fis-4294	248	3	force	force	NOUN
fis-4294	248	4	increased	increase	VERB
fis-4294	248	5	as	as	ADP
fis-4294	248	6	eccentricity	eccentricity	NOUN
fis-4294	248	7	lowered	lower	VERB
fis-4294	248	8	lateral	lateral	ADJ
fis-4294	248	9	stiffness	stiffness	NOUN
fis-4294	248	10	.	.	PUNCT
fis-4294	249	1	the	the	DET
fis-4294	249	2	eccentricity	eccentricity	NOUN
fis-4294	249	3	of	of	ADP
fis-4294	249	4	the	the	DET
fis-4294	249	5	x	x	NOUN
fis-4294	249	6	-	-	NOUN
fis-4294	249	7	brace	brace	NOUN
fis-4294	249	8	decreases	decrease	VERB
fis-4294	249	9	the	the	DET
fis-4294	249	10	structure	structure	NOUN
fis-4294	249	11	's	's	PART
fis-4294	249	12	lateral	lateral	ADJ
fis-4294	249	13	stiffness	stiffness	NOUN
fis-4294	249	14	,	,	PUNCT
fis-4294	249	15	boosting	boost	VERB
fis-4294	249	16	steel	steel	NOUN
fis-4294	249	17	frame	frame	NOUN
fis-4294	249	18	ductility	ductility	NOUN
fis-4294	249	19	and	and	CCONJ
fis-4294	249	20	minimizing	minimize	VERB
fis-4294	249	21	base	base	NOUN
fis-4294	249	22	shear	shear	NOUN
fis-4294	249	23	hysteresis	hysteresis	NOUN
fis-4294	249	24	.	.	PUNCT
fis-4294	250	1	figs	fig	NOUN
fis-4294	250	2	.	.	PUNCT
fis-4294	251	1	13–15	13–15	PROPN
fis-4294	251	2	show	show	VERB
fis-4294	251	3	that	that	SCONJ
fis-4294	251	4	the	the	DET
fis-4294	251	5	eccentric	eccentric	ADJ
fis-4294	251	6	x	x	NOUN
fis-4294	251	7	-	-	NOUN
fis-4294	251	8	brace	brace	NOUN
fis-4294	251	9	bends	bend	NOUN
fis-4294	251	10	faster	fast	ADV
fis-4294	251	11	along	along	ADP
fis-4294	251	12	a	a	DET
fis-4294	251	13	wall	wall	NOUN
fis-4294	251	14	than	than	ADP
fis-4294	251	15	at	at	ADP
fis-4294	251	16	a	a	DET
fis-4294	251	17	corner	corner	NOUN
fis-4294	251	18	.	.	PUNCT
fis-4294	252	1	low	low	ADJ
fis-4294	252	2	-	-	PUNCT
fis-4294	252	3	rise	rise	NOUN
fis-4294	252	4	frames	frame	NOUN
fis-4294	252	5	dissipate	dissipate	VERB
fis-4294	252	6	more	more	ADJ
fis-4294	252	7	energy	energy	NOUN
fis-4294	252	8	,	,	PUNCT
fis-4294	252	9	proving	prove	VERB
fis-4294	252	10	the	the	DET
fis-4294	252	11	eccentric	eccentric	ADJ
fis-4294	252	12	x	x	NOUN
fis-4294	252	13	-	-	NOUN
fis-4294	252	14	brace	brace	NOUN
fis-4294	252	15	works	work	VERB
fis-4294	252	16	better	well	ADV
fis-4294	252	17	.	.	PUNCT
fis-4294	253	1	eccentricity	eccentricity	NOUN
fis-4294	253	2	influenced	influence	VERB
fis-4294	253	3	the	the	DET
fis-4294	253	4	braced	braced	ADJ
fis-4294	253	5	frame	frame	NOUN
fis-4294	253	6	's	's	PART
fis-4294	253	7	strength	strength	NOUN
fis-4294	253	8	,	,	PUNCT
fis-4294	253	9	stability	stability	NOUN
fis-4294	253	10	,	,	PUNCT
fis-4294	253	11	and	and	CCONJ
fis-4294	253	12	ductility	ductility	NOUN
fis-4294	253	13	since	since	SCONJ
fis-4294	253	14	the	the	DET
fis-4294	253	15	horizontal	horizontal	ADJ
fis-4294	253	16	links	link	NOUN
fis-4294	253	17	'	'	PART
fis-4294	253	18	length	length	NOUN
fis-4294	253	19	indicated	indicate	VERB
fis-4294	253	20	the	the	DET
fis-4294	253	21	system	system	NOUN
fis-4294	253	22	's	's	PART
fis-4294	253	23	energy	energy	NOUN
fis-4294	253	24	dissipation	dissipation	NOUN
fis-4294	253	25	capacity	capacity	NOUN
fis-4294	253	26	.	.	PUNCT
fis-4294	254	1	short	short	ADJ
fis-4294	254	2	links	link	NOUN
fis-4294	254	3	(	(	PUNCT
fis-4294	254	4	little	little	ADJ
fis-4294	254	5	eccentricity	eccentricity	NOUN
fis-4294	254	6	)	)	PUNCT
fis-4294	254	7	rapidly	rapidly	ADV
fis-4294	254	8	affect	affect	VERB
fis-4294	254	9	shear	shear	NOUN
fis-4294	254	10	in	in	ADP
fis-4294	254	11	the	the	DET
fis-4294	254	12	connections	connection	NOUN
fis-4294	254	13	,	,	PUNCT
fis-4294	254	14	whereas	whereas	SCONJ
fis-4294	254	15	longer	long	ADJ
fis-4294	254	16	links	link	NOUN
fis-4294	254	17	(	(	PUNCT
fis-4294	254	18	large	large	ADJ
fis-4294	254	19	eccentricity	eccentricity	NOUN
fis-4294	254	20	)	)	PUNCT
fis-4294	254	21	may	may	AUX
fis-4294	254	22	bend	bend	VERB
fis-4294	254	23	.	.	PUNCT
fis-4294	255	1	shorter	short	ADJ
fis-4294	255	2	linkages	linkage	NOUN
fis-4294	255	3	(	(	PUNCT
fis-4294	255	4	small	small	ADJ
fis-4294	255	5	eccentricities	eccentricity	NOUN
fis-4294	255	6	)	)	PUNCT
fis-4294	255	7	improve	improve	VERB
fis-4294	255	8	shear	shear	NOUN
fis-4294	255	9	-	-	PUNCT
fis-4294	255	10	yielding	yield	VERB
fis-4294	255	11	efficiency	efficiency	NOUN
fis-4294	255	12	.	.	PUNCT
fis-4294	256	1	otherwise	otherwise	ADV
fis-4294	256	2	,	,	PUNCT
fis-4294	256	3	more	more	ADJ
fis-4294	256	4	eccentricity	eccentricity	NOUN
fis-4294	256	5	increases	increase	VERB
fis-4294	256	6	flexural	flexural	ADJ
fis-4294	256	7	yielding	yielding	NOUN
fis-4294	256	8	,	,	PUNCT
fis-4294	256	9	whereas	whereas	SCONJ
fis-4294	256	10	shorter	short	ADJ
fis-4294	256	11	connections	connection	NOUN
fis-4294	256	12	with	with	ADP
fis-4294	256	13	less	less	ADJ
fis-4294	256	14	eccentricity	eccentricity	NOUN
fis-4294	256	15	increase	increase	NOUN
fis-4294	256	16	shear	shear	NOUN
fis-4294	256	17	yielding	yield	VERB
fis-4294	256	18	.	.	PUNCT
fis-4294	257	1	eccentric	eccentric	ADJ
fis-4294	257	2	braces	brace	NOUN
fis-4294	257	3	are	be	AUX
fis-4294	257	4	more	more	ADV
fis-4294	257	5	flexible	flexible	ADJ
fis-4294	257	6	.	.	PUNCT
fis-4294	258	1	thus	thus	ADV
fis-4294	258	2	,	,	PUNCT
fis-4294	258	3	their	their	PRON
fis-4294	258	4	lateral	lateral	ADJ
fis-4294	258	5	rigidity	rigidity	NOUN
fis-4294	258	6	is	be	AUX
fis-4294	258	7	lower	low	ADJ
fis-4294	258	8	than	than	ADP
fis-4294	258	9	that	that	PRON
fis-4294	258	10	of	of	ADP
fis-4294	258	11	concentrically	concentrically	ADV
fis-4294	258	12	braced	braced	ADJ
fis-4294	258	13	frames	frame	NOUN
fis-4294	258	14	,	,	PUNCT
fis-4294	258	15	particularly	particularly	ADV
fis-4294	258	16	diagonally	diagonally	ADV
fis-4294	258	17	braced	braced	ADJ
fis-4294	258	18	ones	one	NOUN
fis-4294	258	19	.	.	PUNCT
fis-4294	259	1	eccentric	eccentric	ADJ
fis-4294	259	2	braces	brace	NOUN
fis-4294	259	3	delay	delay	VERB
fis-4294	259	4	the	the	DET
fis-4294	259	5	building	building	NOUN
fis-4294	259	6	's	's	PART
fis-4294	259	7	reaction	reaction	NOUN
fis-4294	259	8	to	to	ADP
fis-4294	259	9	an	an	DET
fis-4294	259	10	earthquake	earthquake	NOUN
fis-4294	259	11	,	,	PUNCT
fis-4294	259	12	giving	give	VERB
fis-4294	259	13	residents	resident	NOUN
fis-4294	259	14	more	more	ADJ
fis-4294	259	15	time	time	NOUN
fis-4294	259	16	to	to	PART
fis-4294	259	17	leave	leave	VERB
fis-4294	259	18	,	,	PUNCT
fis-4294	259	19	while	while	SCONJ
fis-4294	259	20	structural	structural	ADJ
fis-4294	259	21	bracing	bracing	NOUN
fis-4294	259	22	reduces	reduce	VERB
fis-4294	259	23	ground	ground	NOUN
fis-4294	259	24	vibrations	vibration	NOUN
fis-4294	259	25	.	.	PUNCT
fis-4294	260	1	eccentrically	eccentrically	ADV
fis-4294	260	2	braced	brace	VERB
fis-4294	260	3	frames	frame	NOUN
fis-4294	260	4	last	last	ADV
fis-4294	260	5	longer	long	ADV
fis-4294	260	6	and	and	CCONJ
fis-4294	260	7	are	be	AUX
fis-4294	260	8	the	the	DET
fis-4294	260	9	most	most	ADV
fis-4294	260	10	versatile	versatile	ADJ
fis-4294	260	11	.	.	PUNCT
fis-4294	261	1	eccentric	eccentric	ADJ
fis-4294	261	2	x	x	NOUN
fis-4294	261	3	-	-	NOUN
fis-4294	261	4	braces	brace	NOUN
fis-4294	261	5	are	be	AUX
fis-4294	261	6	flexible	flexible	ADJ
fis-4294	261	7	but	but	CCONJ
fis-4294	261	8	less	less	ADV
fis-4294	261	9	rigid	rigid	ADJ
fis-4294	261	10	than	than	ADP
fis-4294	261	11	concentrically	concentrically	ADV
fis-4294	261	12	braced	braced	ADJ
fis-4294	261	13	frames	frame	NOUN
fis-4294	261	14	.	.	PUNCT
fis-4294	262	1	eccentric	eccentric	ADJ
fis-4294	262	2	x	x	NOUN
fis-4294	262	3	-	-	NOUN
fis-4294	262	4	braces	brace	NOUN
fis-4294	262	5	have	have	VERB
fis-4294	262	6	excellent	excellent	ADJ
fis-4294	262	7	ductility	ductility	NOUN
fis-4294	262	8	but	but	CCONJ
fis-4294	262	9	low	low	ADJ
fis-4294	262	10	lateral	lateral	ADJ
fis-4294	262	11	stiffness	stiffness	NOUN
fis-4294	262	12	,	,	PUNCT
fis-4294	262	13	making	make	VERB
fis-4294	262	14	seismic	seismic	ADJ
fis-4294	262	15	design	design	NOUN
fis-4294	262	16	difficult	difficult	ADJ
fis-4294	262	17	.	.	PUNCT
fis-4294	263	1	the	the	DET
fis-4294	263	2	numerical	numerical	ADJ
fis-4294	263	3	method	method	NOUN
fis-4294	263	4	correctly	correctly	ADV
fis-4294	263	5	estimates	estimate	VERB
fis-4294	263	6	lateral	lateral	ADJ
fis-4294	263	7	displacement	displacement	NOUN
fis-4294	263	8	,	,	PUNCT
fis-4294	263	9	maximum	maximum	ADJ
fis-4294	263	10	drift	drift	NOUN
fis-4294	263	11	,	,	PUNCT
fis-4294	263	12	and	and	CCONJ
fis-4294	263	13	base	base	NOUN
fis-4294	263	14	shear	shear	NOUN
fis-4294	263	15	.	.	PUNCT
fis-4294	264	1	it	it	PRON
fis-4294	264	2	matches	match	VERB
fis-4294	264	3	abolfazl	abolfazl	ADJ
fis-4294	264	4	and	and	CCONJ
fis-4294	264	5	imanpour	imanpour	ADJ
fis-4294	265	1	[	[	X
fis-4294	265	2	52	52	NUM
fis-4294	265	3	]	]	PUNCT
fis-4294	265	4	,	,	PUNCT
fis-4294	265	5	tian	tian	PROPN
fis-4294	265	6	et	et	PROPN
fis-4294	265	7	al	al	PROPN
fis-4294	265	8	.	.	PUNCT
fis-4294	266	1	[	[	X
fis-4294	266	2	53	53	NUM
fis-4294	266	3	]	]	PUNCT
fis-4294	266	4	and	and	CCONJ
fis-4294	266	5	wang	wang	PROPN
fis-4294	266	6	et	et	PROPN
fis-4294	266	7	al	al	PROPN
fis-4294	266	8	.	.	PUNCT
fis-4294	267	1	[	[	X
fis-4294	267	2	54	54	NUM
fis-4294	267	3	]	]	PUNCT
fis-4294	267	4	.	.	PUNCT
fis-4294	268	1	effect	effect	NOUN
fis-4294	268	2	of	of	ADP
fis-4294	268	3	the	the	DET
fis-4294	268	4	changing	change	VERB
fis-4294	268	5	in	in	ADP
fis-4294	268	6	x	x	ADJ
fis-4294	268	7	-	-	NOUN
fis-4294	268	8	brace	brace	NOUN
fis-4294	268	9	section	section	NOUN
fis-4294	268	10	on	on	ADP
fis-4294	268	11	the	the	DET
fis-4294	268	12	behavior	behavior	NOUN
fis-4294	268	13	of	of	ADP
fis-4294	268	14	buildings	building	NOUN
fis-4294	268	15	his	his	PRON
fis-4294	268	16	part	part	NOUN
fis-4294	268	17	will	will	AUX
fis-4294	268	18	examine	examine	VERB
fis-4294	268	19	how	how	SCONJ
fis-4294	268	20	modifying	modify	VERB
fis-4294	268	21	the	the	DET
fis-4294	268	22	x	x	NOUN
fis-4294	268	23	-	-	NOUN
fis-4294	268	24	brace	brace	NOUN
fis-4294	268	25	section	section	NOUN
fis-4294	268	26	influences	influence	VERB
fis-4294	268	27	the	the	DET
fis-4294	268	28	building	building	NOUN
fis-4294	268	29	assembly	assembly	NOUN
fis-4294	268	30	.	.	PUNCT
fis-4294	269	1	the	the	DET
fis-4294	269	2	x	x	NOUN
fis-4294	269	3	-	-	NOUN
fis-4294	269	4	brace	brace	NOUN
fis-4294	269	5	included	include	VERB
fis-4294	269	6	h	h	NOUN
fis-4294	269	7	-	-	PUNCT
fis-4294	269	8	shaped	shape	VERB
fis-4294	269	9	diagonals	diagonal	NOUN
fis-4294	269	10	.	.	PUNCT
fis-4294	270	1	five	five	NUM
fis-4294	270	2	steel	steel	NOUN
fis-4294	270	3	sections	section	NOUN
fis-4294	270	4	were	be	AUX
fis-4294	270	5	chosen	choose	VERB
fis-4294	270	6	for	for	ADP
fis-4294	270	7	the	the	DET
fis-4294	270	8	x	x	NOUN
fis-4294	270	9	-	-	NOUN
fis-4294	270	10	brace	brace	NOUN
fis-4294	270	11	(	(	PUNCT
fis-4294	270	12	w-6x12	w-6x12	PROPN
fis-4294	270	13	,	,	PUNCT
fis-4294	270	14	w-6x15	w-6x15	PROPN
fis-4294	270	15	,	,	PUNCT
fis-4294	270	16	w-6x16	w-6x16	NOUN
fis-4294	270	17	,	,	PUNCT
fis-4294	270	18	w-6x20	w-6x20	NOUN
fis-4294	270	19	,	,	PUNCT
fis-4294	270	20	and	and	CCONJ
fis-4294	270	21	w6x25	w6x25	NOUN
fis-4294	270	22	)	)	PUNCT
fis-4294	270	23	,	,	PUNCT
fis-4294	270	24	and	and	CCONJ
fis-4294	270	25	a	a	DET
fis-4294	270	26	multi	multi	ADJ
fis-4294	270	27	-	-	ADJ
fis-4294	270	28	story	story	ADJ
fis-4294	270	29	steel	steel	NOUN
fis-4294	270	30	structure	structure	NOUN
fis-4294	270	31	using	use	VERB
fis-4294	270	32	the	the	DET
fis-4294	270	33	w6x16	w6x16	PROPN
fis-4294	270	34	x	x	NOUN
fis-4294	270	35	-	-	NOUN
fis-4294	270	36	brace	brace	NOUN
fis-4294	270	37	section	section	NOUN
fis-4294	270	38	was	be	AUX
fis-4294	270	39	used	use	VERB
fis-4294	270	40	as	as	ADP
fis-4294	270	41	a	a	DET
fis-4294	270	42	control	control	NOUN
fis-4294	270	43	.	.	PUNCT
fis-4294	271	1	maximum	maximum	ADJ
fis-4294	271	2	lateral	lateral	ADJ
fis-4294	271	3	displacement	displacement	NOUN
fis-4294	271	4	,	,	PUNCT
fis-4294	271	5	drift	drift	NOUN
fis-4294	271	6	,	,	PUNCT
fis-4294	271	7	and	and	CCONJ
fis-4294	271	8	base	base	ADJ
fis-4294	271	9	shear	shear	NOUN
fis-4294	271	10	for	for	ADP
fis-4294	271	11	the	the	DET
fis-4294	271	12	x	x	ADJ
fis-4294	271	13	-	-	NOUN
fis-4294	271	14	brace	brace	NOUN
fis-4294	271	15	steel	steel	NOUN
fis-4294	271	16	section	section	NOUN
fis-4294	271	17	(	(	PUNCT
fis-4294	271	18	w-6x12	w-6x12	PROPN
fis-4294	271	19	,	,	PUNCT
fis-4294	271	20	w-6x15	w-6x15	PROPN
fis-4294	271	21	,	,	PUNCT
fis-4294	271	22	w-6x16	w-6x16	NOUN
fis-4294	271	23	,	,	PUNCT
fis-4294	271	24	w-6x20	w-6x20	NOUN
fis-4294	271	25	,	,	PUNCT
fis-4294	271	26	and	and	CCONJ
fis-4294	271	27	w-6x25	w-6x25	NOUN
fis-4294	271	28	)	)	PUNCT
fis-4294	271	29	at	at	ADP
fis-4294	271	30	corner	corner	NOUN
fis-4294	271	31	and	and	CCONJ
fis-4294	271	32	side	side	NOUN
fis-4294	271	33	positions	position	NOUN
fis-4294	271	34	are	be	AUX
fis-4294	271	35	shown	show	VERB
fis-4294	271	36	in	in	ADP
fis-4294	271	37	tabs	tab	NOUN
fis-4294	271	38	.	.	PUNCT
fis-4294	272	1	7–9	7–9	X
fis-4294	272	2	.	.	PUNCT
fis-4294	273	1	the	the	DET
fis-4294	273	2	story	story	NOUN
fis-4294	273	3	-	-	PUNCT
fis-4294	273	4	lateral	lateral	ADJ
fis-4294	273	5	drift	drift	NOUN
fis-4294	273	6	of	of	ADP
fis-4294	273	7	the	the	DET
fis-4294	273	8	6	6	NUM
fis-4294	273	9	-	-	PUNCT
fis-4294	273	10	story	story	NOUN
fis-4294	273	11	buildings	building	NOUN
fis-4294	273	12	with	with	ADP
fis-4294	273	13	varying	vary	VERB
fis-4294	273	14	x	x	NOUN
fis-4294	273	15	-	-	NOUN
fis-4294	273	16	brace	brace	NOUN
fis-4294	273	17	sections	section	NOUN
fis-4294	273	18	at	at	ADP
fis-4294	273	19	the	the	DET
fis-4294	273	20	corner	corner	NOUN
fis-4294	273	21	and	and	CCONJ
fis-4294	273	22	side	side	NOUN
fis-4294	273	23	locations	location	NOUN
fis-4294	273	24	is	be	AUX
fis-4294	273	25	also	also	ADV
fis-4294	273	26	shown	show	VERB
fis-4294	273	27	in	in	ADP
fis-4294	273	28	fig	fig	NOUN
fis-4294	273	29	.	.	PUNCT
fis-4294	274	1	22	22	NUM
fis-4294	274	2	.	.	PUNCT
fis-4294	275	1	the	the	DET
fis-4294	275	2	9	9	NUM
fis-4294	275	3	-	-	PUNCT
fis-4294	275	4	story	story	NOUN
fis-4294	275	5	buildings	building	NOUN
fis-4294	275	6	with	with	ADP
fis-4294	275	7	corner	corner	NOUN
fis-4294	275	8	and	and	CCONJ
fis-4294	275	9	side	side	NOUN
fis-4294	275	10	x	x	ADJ
fis-4294	275	11	-	-	NOUN
fis-4294	275	12	brace	brace	ADJ
fis-4294	275	13	sections	section	NOUN
fis-4294	275	14	of	of	ADP
fis-4294	275	15	various	various	ADJ
fis-4294	275	16	kinds	kind	NOUN
fis-4294	275	17	demonstrate	demonstrate	VERB
fis-4294	275	18	lateral	lateral	ADJ
fis-4294	275	19	drift	drift	NOUN
fis-4294	275	20	in	in	ADP
fis-4294	275	21	fig	fig	NOUN
fis-4294	275	22	.	.	PUNCT
fis-4294	276	1	23	23	NUM
fis-4294	276	2	.	.	PUNCT
fis-4294	277	1	the	the	DET
fis-4294	277	2	twelve	twelve	NUM
fis-4294	277	3	-	-	PUNCT
fis-4294	277	4	story	story	NOUN
fis-4294	277	5	structures	structure	NOUN
fis-4294	277	6	with	with	ADP
fis-4294	277	7	various	various	ADJ
fis-4294	277	8	eccentric	eccentric	ADJ
fis-4294	277	9	x	x	NOUN
fis-4294	277	10	-	-	NOUN
fis-4294	277	11	brace	brace	NOUN
fis-4294	277	12	sections	section	NOUN
fis-4294	277	13	in	in	ADP
fis-4294	277	14	the	the	DET
fis-4294	277	15	corners	corner	NOUN
fis-4294	277	16	and	and	CCONJ
fis-4294	277	17	sides	side	NOUN
fis-4294	277	18	are	be	AUX
fis-4294	277	19	seen	see	VERB
fis-4294	277	20	drifting	drift	VERB
fis-4294	277	21	laterally	laterally	ADV
fis-4294	277	22	in	in	ADP
fis-4294	277	23	fig	fig	NOUN
fis-4294	277	24	.	.	PUNCT
fis-4294	278	1	24	24	NUM
fis-4294	278	2	.	.	PUNCT
fis-4294	279	1	the	the	DET
fis-4294	279	2	effects	effect	NOUN
fis-4294	279	3	of	of	ADP
fis-4294	279	4	altering	alter	VERB
fis-4294	279	5	the	the	DET
fis-4294	279	6	eccentric	eccentric	ADJ
fis-4294	279	7	x	x	NOUN
fis-4294	279	8	-	-	NOUN
fis-4294	279	9	brace	brace	NOUN
fis-4294	279	10	section	section	NOUN
fis-4294	279	11	may	may	AUX
fis-4294	279	12	be	be	AUX
fis-4294	279	13	analyzed	analyze	VERB
fis-4294	279	14	using	use	VERB
fis-4294	279	15	horizontal	horizontal	ADJ
fis-4294	279	16	movement	movement	NOUN
fis-4294	279	17	charts	chart	NOUN
fis-4294	279	18	and	and	CCONJ
fis-4294	279	19	tables	table	NOUN
fis-4294	279	20	.	.	PUNCT
fis-4294	280	1	there	there	PRON
fis-4294	280	2	is	be	VERB
fis-4294	280	3	a	a	DET
fis-4294	280	4	17.76	17.76	NUM
fis-4294	280	5	%	%	NOUN
fis-4294	280	6	rise	rise	NOUN
fis-4294	280	7	in	in	ADP
fis-4294	280	8	lateral	lateral	ADJ
fis-4294	280	9	story	story	NOUN
fis-4294	280	10	displacement	displacement	NOUN
fis-4294	280	11	for	for	ADP
fis-4294	280	12	buildings	building	NOUN
fis-4294	280	13	with	with	ADP
fis-4294	280	14	six	six	NUM
fis-4294	280	15	stories	story	NOUN
fis-4294	280	16	with	with	ADP
fis-4294	280	17	corner	corner	NOUN
fis-4294	280	18	x	x	NOUN
fis-4294	280	19	-	-	NOUN
fis-4294	280	20	braces	brace	NOUN
fis-4294	280	21	when	when	SCONJ
fis-4294	280	22	the	the	DET
fis-4294	280	23	x	x	NOUN
fis-4294	280	24	-	-	NOUN
fis-4294	280	25	brace	brace	NOUN
fis-4294	280	26	section	section	NOUN
fis-4294	280	27	is	be	AUX
fis-4294	280	28	reduced	reduce	VERB
fis-4294	280	29	from	from	ADP
fis-4294	280	30	w-6x16	w-6x16	NOUN
fis-4294	280	31	to	to	ADP
fis-4294	280	32	w-6x12	w-6x12	PROPN
fis-4294	280	33	and	and	CCONJ
fis-4294	280	34	an	an	DET
fis-4294	280	35	18.02	18.02	NUM
fis-4294	280	36	%	%	NOUN
fis-4294	280	37	decrease	decrease	NOUN
fis-4294	280	38	when	when	SCONJ
fis-4294	280	39	the	the	DET
fis-4294	280	40	x	x	NOUN
fis-4294	280	41	-	-	NOUN
fis-4294	280	42	brace	brace	NOUN
fis-4294	280	43	section	section	NOUN
fis-4294	280	44	is	be	AUX
fis-4294	280	45	reduced	reduce	VERB
fis-4294	280	46	from	from	ADP
fis-4294	280	47	w-6x16	w-6x16	PROPN
fis-4294	280	48	to	to	ADP
fis-4294	280	49	w-6x25	w-6x25	PROPN
fis-4294	280	50	.	.	PUNCT
fis-4294	281	1	when	when	SCONJ
fis-4294	281	2	the	the	DET
fis-4294	281	3	eccentricity	eccentricity	NOUN
fis-4294	281	4	was	be	AUX
fis-4294	281	5	500	500	NUM
fis-4294	281	6	mm	mm	NOUN
fis-4294	281	7	,	,	PUNCT
fis-4294	281	8	the	the	DET
fis-4294	281	9	results	result	NOUN
fis-4294	281	10	were	be	AUX
fis-4294	281	11	an	an	DET
fis-4294	281	12	increase	increase	NOUN
fis-4294	281	13	of	of	ADP
fis-4294	281	14	16.27	16.27	NUM
fis-4294	281	15	percent	percent	NOUN
fis-4294	281	16	and	and	CCONJ
fis-4294	281	17	a	a	DET
fis-4294	281	18	drop	drop	NOUN
fis-4294	281	19	of	of	ADP
fis-4294	281	20	16.02	16.02	NUM
fis-4294	281	21	percent	percent	NOUN
fis-4294	281	22	with	with	ADP
fis-4294	281	23	a	a	DET
fis-4294	281	24	smaller	small	ADJ
fis-4294	281	25	x	x	NOUN
fis-4294	281	26	-	-	NOUN
fis-4294	281	27	brace	brace	NOUN
fis-4294	281	28	section	section	NOUN
fis-4294	281	29	.	.	PUNCT
fis-4294	282	1	when	when	SCONJ
fis-4294	282	2	the	the	DET
fis-4294	282	3	eccentricity	eccentricity	NOUN
fis-4294	282	4	was	be	AUX
fis-4294	282	5	1000	1000	NUM
fis-4294	282	6	mm	mm	NOUN
fis-4294	282	7	,	,	PUNCT
fis-4294	282	8	the	the	DET
fis-4294	282	9	results	result	NOUN
fis-4294	282	10	were	be	AUX
fis-4294	282	11	an	an	DET
fis-4294	282	12	increase	increase	NOUN
fis-4294	282	13	of	of	ADP
fis-4294	282	14	6.5	6.5	NUM
fis-4294	282	15	percent	percent	NOUN
fis-4294	282	16	and	and	CCONJ
fis-4294	282	17	a	a	DET
fis-4294	282	18	decrease	decrease	NOUN
fis-4294	282	19	of	of	ADP
fis-4294	282	20	13.0	13.0	NUM
fis-4294	282	21	t	t	PROPN
fis-4294	282	22	a.	a.	NOUN
fis-4294	282	23	j.	j.	PROPN
fis-4294	282	24	abdulridha	abdulridha	PROPN
fis-4294	282	25	,	,	PUNCT
fis-4294	282	26	frattura	frattura	PROPN
fis-4294	282	27	ed	ed	PROPN
fis-4294	282	28	integrità	integrità	PROPN
fis-4294	282	29	strutturale	strutturale	PROPN
fis-4294	282	30	,	,	PUNCT
fis-4294	282	31	66	66	NUM
fis-4294	282	32	(	(	PUNCT
fis-4294	282	33	2023	2023	NUM
fis-4294	282	34	)	)	PUNCT
fis-4294	282	35	273	273	NUM
fis-4294	282	36	-	-	SYM
fis-4294	282	37	296	296	NUM
fis-4294	282	38	;	;	PUNCT
fis-4294	282	39	doi	doi	NOUN
fis-4294	282	40	:	:	PUNCT
fis-4294	282	41	10.3221	10.3221	NUM
fis-4294	282	42	/	/	SYM
fis-4294	282	43	igf	igf	PROPN
fis-4294	282	44	-	-	NOUN
fis-4294	282	45	esis.66.17	esis.66.17	PROPN
fis-4294	282	46	289	289	NUM
fis-4294	282	47	percent	percent	NOUN
fis-4294	282	48	,	,	PUNCT
fis-4294	282	49	respectively	respectively	ADV
fis-4294	282	50	.	.	PUNCT
fis-4294	283	1	reduced	reduce	VERB
fis-4294	283	2	by	by	ADP
fis-4294	283	3	5.85	5.85	NUM
fis-4294	283	4	%	%	NOUN
fis-4294	283	5	but	but	CCONJ
fis-4294	283	6	increased	increase	VERB
fis-4294	283	7	by	by	ADP
fis-4294	283	8	3.0	3.0	NUM
fis-4294	283	9	%	%	NOUN
fis-4294	283	10	,	,	PUNCT
fis-4294	283	11	the	the	DET
fis-4294	283	12	x	x	NOUN
fis-4294	283	13	-	-	NOUN
fis-4294	283	14	brace	brace	NOUN
fis-4294	283	15	portion	portion	NOUN
fis-4294	283	16	was	be	AUX
fis-4294	283	17	used	use	VERB
fis-4294	283	18	when	when	SCONJ
fis-4294	283	19	the	the	DET
fis-4294	283	20	eccentricity	eccentricity	NOUN
fis-4294	283	21	was	be	AUX
fis-4294	283	22	1500	1500	NUM
fis-4294	283	23	mm	mm	NOUN
fis-4294	283	24	.	.	PUNCT
fis-4294	284	1	the	the	DET
fis-4294	284	2	lateral	lateral	ADJ
fis-4294	284	3	drift	drift	NOUN
fis-4294	284	4	of	of	ADP
fis-4294	284	5	the	the	DET
fis-4294	284	6	story	story	NOUN
fis-4294	284	7	rise	rise	NOUN
fis-4294	284	8	by	by	ADP
fis-4294	284	9	14.01	14.01	NUM
fis-4294	284	10	%	%	NOUN
fis-4294	284	11	,	,	PUNCT
fis-4294	284	12	17.85	17.85	NUM
fis-4294	284	13	%	%	NOUN
fis-4294	284	14	,	,	PUNCT
fis-4294	284	15	and	and	CCONJ
fis-4294	284	16	5.62	5.62	NUM
fis-4294	284	17	%	%	NOUN
fis-4294	284	18	when	when	SCONJ
fis-4294	284	19	the	the	DET
fis-4294	284	20	eccentricity	eccentricity	NOUN
fis-4294	284	21	was	be	AUX
fis-4294	284	22	modified	modify	VERB
fis-4294	284	23	from	from	ADP
fis-4294	284	24	0	0	NUM
fis-4294	284	25	to	to	ADP
fis-4294	284	26	1000	1000	NUM
fis-4294	284	27	mm	mm	NOUN
fis-4294	284	28	and	and	CCONJ
fis-4294	284	29	dropped	drop	VERB
fis-4294	284	30	by	by	ADP
fis-4294	284	31	15.92	15.92	NUM
fis-4294	284	32	%	%	NOUN
fis-4294	284	33	,	,	PUNCT
fis-4294	284	34	5.35	5.35	NUM
fis-4294	284	35	%	%	NOUN
fis-4294	284	36	,	,	PUNCT
fis-4294	284	37	and	and	CCONJ
fis-4294	284	38	2.16	2.16	NUM
fis-4294	284	39	%	%	NOUN
fis-4294	284	40	when	when	SCONJ
fis-4294	284	41	the	the	DET
fis-4294	284	42	x	x	NOUN
fis-4294	284	43	-	-	NOUN
fis-4294	284	44	brace	brace	NOUN
fis-4294	284	45	section	section	NOUN
fis-4294	284	46	was	be	AUX
fis-4294	284	47	changed	change	VERB
fis-4294	284	48	.	.	PUNCT
fis-4294	285	1	the	the	DET
fis-4294	285	2	x	x	NOUN
fis-4294	285	3	-	-	NOUN
fis-4294	285	4	brace	brace	ADJ
fis-4294	285	5	cross	cross	NOUN
fis-4294	285	6	-	-	NOUN
fis-4294	285	7	section	section	NOUN
fis-4294	285	8	decreased	decrease	VERB
fis-4294	285	9	by	by	ADP
fis-4294	285	10	0.72	0.72	NUM
fis-4294	285	11	%	%	NOUN
fis-4294	285	12	but	but	CCONJ
fis-4294	285	13	increased	increase	VERB
fis-4294	285	14	by	by	ADP
fis-4294	285	15	1.08	1.08	NUM
fis-4294	285	16	%	%	NOUN
fis-4294	285	17	with	with	ADP
fis-4294	285	18	an	an	DET
fis-4294	285	19	eccentricity	eccentricity	NOUN
fis-4294	285	20	of	of	ADP
fis-4294	285	21	1500	1500	NUM
fis-4294	285	22	mm	mm	NOUN
fis-4294	286	1	.	.	PROPN
fis-4294	286	2	story	story	PROPN
fis-4294	286	3	lateral	lateral	ADJ
fis-4294	286	4	displacement	displacement	NOUN
fis-4294	286	5	increased	increase	VERB
fis-4294	286	6	by	by	ADP
fis-4294	286	7	10.69	10.69	NUM
fis-4294	286	8	%	%	NOUN
fis-4294	286	9	,	,	PUNCT
fis-4294	286	10	14.18	14.18	NUM
fis-4294	286	11	%	%	NOUN
fis-4294	286	12	,	,	PUNCT
fis-4294	286	13	and	and	CCONJ
fis-4294	286	14	5.43	5.43	NUM
fis-4294	286	15	%	%	NOUN
fis-4294	286	16	and	and	CCONJ
fis-4294	286	17	decreased	decrease	VERB
fis-4294	286	18	by	by	ADP
fis-4294	286	19	18.75	18.75	NUM
fis-4294	286	20	%	%	NOUN
fis-4294	286	21	,	,	PUNCT
fis-4294	286	22	15.81	15.81	NUM
fis-4294	286	23	%	%	NOUN
fis-4294	286	24	,	,	PUNCT
fis-4294	286	25	and	and	CCONJ
fis-4294	286	26	11.9	11.9	NUM
fis-4294	286	27	%	%	NOUN
fis-4294	286	28	for	for	ADP
fis-4294	286	29	6story	6story	NUM
fis-4294	286	30	buildings	building	NOUN
fis-4294	286	31	with	with	ADP
fis-4294	286	32	eccentric	eccentric	ADJ
fis-4294	286	33	x	x	NOUN
fis-4294	286	34	-	-	NOUN
fis-4294	286	35	braces	brace	NOUN
fis-4294	286	36	at	at	ADP
fis-4294	286	37	side	side	NOUN
fis-4294	286	38	positions	position	NOUN
fis-4294	286	39	.	.	PUNCT
fis-4294	287	1	to	to	PART
fis-4294	287	2	achieve	achieve	VERB
fis-4294	287	3	an	an	DET
fis-4294	287	4	eccentricity	eccentricity	NOUN
fis-4294	287	5	of	of	ADP
fis-4294	287	6	1500	1500	NUM
fis-4294	287	7	mm	mm	NOUN
fis-4294	287	8	,	,	PUNCT
fis-4294	287	9	a	a	DET
fis-4294	287	10	reduction	reduction	NOUN
fis-4294	287	11	of	of	ADP
fis-4294	287	12	4.24	4.24	NUM
fis-4294	287	13	%	%	NOUN
fis-4294	287	14	and	and	CCONJ
fis-4294	287	15	an	an	DET
fis-4294	287	16	increase	increase	NOUN
fis-4294	287	17	of	of	ADP
fis-4294	287	18	5.4	5.4	NUM
fis-4294	287	19	%	%	NOUN
fis-4294	287	20	were	be	AUX
fis-4294	287	21	applied	apply	VERB
fis-4294	287	22	to	to	ADP
fis-4294	287	23	the	the	DET
fis-4294	287	24	x	x	NOUN
fis-4294	287	25	-	-	NOUN
fis-4294	287	26	brace	brace	NOUN
fis-4294	287	27	section	section	NOUN
fis-4294	287	28	.	.	PUNCT
fis-4294	288	1	the	the	DET
fis-4294	288	2	lateral	lateral	ADJ
fis-4294	288	3	drift	drift	NOUN
fis-4294	288	4	of	of	ADP
fis-4294	288	5	the	the	DET
fis-4294	288	6	story	story	NOUN
fis-4294	288	7	increased	increase	VERB
fis-4294	288	8	by	by	ADP
fis-4294	288	9	5.96	5.96	NUM
fis-4294	288	10	%	%	NOUN
fis-4294	288	11	,	,	PUNCT
fis-4294	288	12	18.67	18.67	NUM
fis-4294	288	13	%	%	NOUN
fis-4294	288	14	,	,	PUNCT
fis-4294	288	15	and	and	CCONJ
fis-4294	288	16	0	0	NUM
fis-4294	288	17	%	%	NOUN
fis-4294	288	18	when	when	SCONJ
fis-4294	288	19	the	the	DET
fis-4294	288	20	eccentricity	eccentricity	NOUN
fis-4294	288	21	varied	vary	VERB
fis-4294	288	22	from	from	ADP
fis-4294	288	23	0	0	NUM
fis-4294	288	24	to	to	ADP
fis-4294	288	25	1000	1000	NUM
fis-4294	288	26	mm	mm	NOUN
fis-4294	288	27	and	and	CCONJ
fis-4294	288	28	decreased	decrease	VERB
fis-4294	288	29	by	by	ADP
fis-4294	288	30	26.49	26.49	NUM
fis-4294	288	31	%	%	NOUN
fis-4294	288	32	,	,	PUNCT
fis-4294	288	33	0	0	NUM
fis-4294	288	34	%	%	NOUN
fis-4294	288	35	,	,	PUNCT
fis-4294	288	36	and	and	CCONJ
fis-4294	288	37	10.18	10.18	NUM
fis-4294	288	38	%	%	NOUN
fis-4294	288	39	when	when	SCONJ
fis-4294	288	40	the	the	DET
fis-4294	288	41	eccentricity	eccentricity	NOUN
fis-4294	288	42	varied	vary	VERB
fis-4294	288	43	from	from	ADP
fis-4294	288	44	0	0	NUM
fis-4294	288	45	to	to	ADP
fis-4294	288	46	1000	1000	NUM
fis-4294	288	47	mm	mm	NOUN
fis-4294	288	48	due	due	ADP
fis-4294	288	49	to	to	ADP
fis-4294	288	50	changes	change	NOUN
fis-4294	288	51	in	in	ADP
fis-4294	288	52	the	the	DET
fis-4294	288	53	x	x	NOUN
fis-4294	288	54	-	-	PUNCT
fis-4294	288	55	braces	brace	NOUN
fis-4294	288	56	section	section	NOUN
fis-4294	288	57	.	.	PUNCT
fis-4294	289	1	for	for	ADP
fis-4294	289	2	an	an	DET
fis-4294	289	3	eccentricity	eccentricity	NOUN
fis-4294	289	4	of	of	ADP
fis-4294	289	5	1500	1500	NUM
fis-4294	289	6	mm	mm	NOUN
fis-4294	289	7	,	,	PUNCT
fis-4294	289	8	we	we	PRON
fis-4294	289	9	saw	see	VERB
fis-4294	289	10	a	a	DET
fis-4294	289	11	decrease	decrease	NOUN
fis-4294	289	12	in	in	ADP
fis-4294	289	13	the	the	DET
fis-4294	289	14	xbrace	xbrace	NOUN
fis-4294	289	15	area	area	NOUN
fis-4294	289	16	of	of	ADP
fis-4294	289	17	1.86	1.86	NUM
fis-4294	289	18	%	%	NOUN
fis-4294	289	19	and	and	CCONJ
fis-4294	289	20	3.72	3.72	NUM
fis-4294	289	21	%	%	NOUN
fis-4294	289	22	.	.	PUNCT
fis-4294	290	1	for	for	ADP
fis-4294	290	2	the	the	DET
fis-4294	290	3	buildings	building	NOUN
fis-4294	290	4	with	with	ADP
fis-4294	290	5	nine	nine	NUM
fis-4294	290	6	stories	story	NOUN
fis-4294	290	7	with	with	ADP
fis-4294	290	8	corner	corner	NOUN
fis-4294	290	9	x	x	NOUN
fis-4294	290	10	-	-	NOUN
fis-4294	290	11	braces	brace	NOUN
fis-4294	290	12	,	,	PUNCT
fis-4294	290	13	the	the	DET
fis-4294	290	14	story	story	NOUN
fis-4294	290	15	lateral	lateral	ADJ
fis-4294	290	16	displacement	displacement	NOUN
fis-4294	290	17	was	be	AUX
fis-4294	290	18	found	find	VERB
fis-4294	290	19	to	to	PART
fis-4294	290	20	shift	shift	VERB
fis-4294	290	21	by	by	ADP
fis-4294	290	22	4.5	4.5	NUM
fis-4294	290	23	percentage	percentage	NOUN
fis-4294	290	24	points	point	NOUN
fis-4294	290	25	,	,	PUNCT
fis-4294	290	26	2.65	2.65	NUM
fis-4294	290	27	percentage	percentage	NOUN
fis-4294	290	28	points	point	NOUN
fis-4294	290	29	,	,	PUNCT
fis-4294	290	30	6.67	6.67	NUM
fis-4294	290	31	percentage	percentage	NOUN
fis-4294	290	32	points	point	NOUN
fis-4294	290	33	,	,	PUNCT
fis-4294	290	34	and	and	CCONJ
fis-4294	290	35	-3.8	-3.8	NUM
fis-4294	290	36	percentage	percentage	NOUN
fis-4294	290	37	points	point	NOUN
fis-4294	290	38	when	when	SCONJ
fis-4294	290	39	the	the	DET
fis-4294	290	40	x	x	NOUN
fis-4294	290	41	-	-	NOUN
fis-4294	290	42	brace	brace	NOUN
fis-4294	290	43	section	section	NOUN
fis-4294	290	44	was	be	AUX
fis-4294	290	45	decreased	decrease	VERB
fis-4294	290	46	,	,	PUNCT
fis-4294	290	47	and	and	CCONJ
fis-4294	290	48	by	by	ADP
fis-4294	290	49	-3.8	-3.8	ADJ
fis-4294	290	50	percentage	percentage	NOUN
fis-4294	290	51	points	point	NOUN
fis-4294	290	52	,	,	PUNCT
fis-4294	290	53	-4.4	-4.4	PUNCT
fis-4294	290	54	percentage	percentage	NOUN
fis-4294	290	55	points	point	NOUN
fis-4294	290	56	,	,	PUNCT
fis-4294	290	57	-11.4	-11.4	ADJ
fis-4294	290	58	percentage	percentage	NOUN
fis-4294	290	59	points	point	NOUN
fis-4294	290	60	,	,	PUNCT
fis-4294	290	61	and	and	CCONJ
fis-4294	290	62	12.05	12.05	NUM
fis-4294	290	63	%	%	NOUN
fis-4294	290	64	when	when	SCONJ
fis-4294	290	65	the	the	DET
fis-4294	290	66	x	x	NOUN
fis-4294	290	67	-	-	NOUN
fis-4294	290	68	brace	brace	NOUN
fis-4294	290	69	section	section	NOUN
fis-4294	290	70	was	be	AUX
fis-4294	290	71	raised	raise	VERB
fis-4294	290	72	,	,	PUNCT
fis-4294	290	73	all	all	ADV
fis-4294	290	74	with	with	ADP
fis-4294	290	75	increasing	increase	VERB
fis-4294	290	76	eccentricity	eccentricity	NOUN
fis-4294	290	77	.	.	PUNCT
fis-4294	291	1	when	when	SCONJ
fis-4294	291	2	the	the	DET
fis-4294	291	3	x	x	NOUN
fis-4294	291	4	-	-	NOUN
fis-4294	291	5	brace	brace	NOUN
fis-4294	291	6	section	section	NOUN
fis-4294	291	7	was	be	AUX
fis-4294	291	8	lowered	lower	VERB
fis-4294	291	9	,	,	PUNCT
fis-4294	291	10	the	the	DET
fis-4294	291	11	story	story	NOUN
fis-4294	291	12	lateral	lateral	ADJ
fis-4294	291	13	drift	drift	NOUN
fis-4294	291	14	changed	change	VERB
fis-4294	291	15	by	by	ADP
fis-4294	291	16	-4.73	-4.73	PROPN
fis-4294	292	1	%	%	NOUN
fis-4294	292	2	,	,	PUNCT
fis-4294	292	3	1.48	1.48	NUM
fis-4294	292	4	%	%	NOUN
fis-4294	292	5	,	,	PUNCT
fis-4294	292	6	3.94	3.94	NUM
fis-4294	292	7	%	%	NOUN
fis-4294	292	8	,	,	PUNCT
fis-4294	292	9	and	and	CCONJ
fis-4294	292	10	-4	-4	ADP
fis-4294	292	11	%	%	NOUN
fis-4294	292	12	;	;	PUNCT
fis-4294	292	13	when	when	SCONJ
fis-4294	292	14	it	it	PRON
fis-4294	292	15	was	be	AUX
fis-4294	292	16	elevated	elevate	VERB
fis-4294	292	17	,	,	PUNCT
fis-4294	292	18	the	the	DET
fis-4294	292	19	numbers	number	NOUN
fis-4294	292	20	were	be	AUX
fis-4294	292	21	4.73	4.73	NUM
fis-4294	292	22	%	%	NOUN
fis-4294	292	23	,	,	PUNCT
fis-4294	292	24	2.96	2.96	NUM
fis-4294	292	25	%	%	NOUN
fis-4294	292	26	,	,	PUNCT
fis-4294	292	27	-10.57	-10.57	PROPN
fis-4294	292	28	%	%	NOUN
fis-4294	292	29	,	,	PUNCT
fis-4294	292	30	and	and	CCONJ
fis-4294	292	31	1.61	1.61	NUM
fis-4294	292	32	%	%	NOUN
fis-4294	292	33	.	.	PUNCT
fis-4294	293	1	a	a	DET
fis-4294	293	2	reduction	reduction	NOUN
fis-4294	293	3	in	in	ADP
fis-4294	293	4	the	the	DET
fis-4294	293	5	xbrace	xbrace	NOUN
fis-4294	293	6	section	section	NOUN
fis-4294	293	7	reduces	reduce	VERB
fis-4294	293	8	the	the	DET
fis-4294	293	9	lateral	lateral	ADJ
fis-4294	293	10	displacement	displacement	NOUN
fis-4294	293	11	of	of	ADP
fis-4294	293	12	the	the	DET
fis-4294	293	13	story	story	NOUN
fis-4294	293	14	by	by	ADP
fis-4294	293	15	4.65	4.65	NUM
fis-4294	293	16	%	%	NOUN
fis-4294	293	17	,	,	PUNCT
fis-4294	293	18	3.18	3.18	NUM
fis-4294	293	19	%	%	NOUN
fis-4294	293	20	,	,	PUNCT
fis-4294	293	21	4.39	4.39	NUM
fis-4294	293	22	%	%	NOUN
fis-4294	293	23	,	,	PUNCT
fis-4294	293	24	and	and	CCONJ
fis-4294	293	25	-3.3	-3.3	NUM
fis-4294	293	26	%	%	NOUN
fis-4294	293	27	as	as	ADP
fis-4294	293	28	eccentricity	eccentricity	NOUN
fis-4294	293	29	rises	rise	NOUN
fis-4294	293	30	.	.	PUNCT
fis-4294	294	1	in	in	ADP
fis-4294	294	2	contrast	contrast	NOUN
fis-4294	294	3	,	,	PUNCT
fis-4294	294	4	an	an	DET
fis-4294	294	5	increase	increase	NOUN
fis-4294	294	6	in	in	ADP
fis-4294	294	7	the	the	DET
fis-4294	294	8	x	x	NOUN
fis-4294	294	9	-	-	NOUN
fis-4294	294	10	brace	brace	NOUN
fis-4294	294	11	section	section	NOUN
fis-4294	294	12	reduces	reduce	VERB
fis-4294	294	13	the	the	DET
fis-4294	294	14	lateral	lateral	ADJ
fis-4294	294	15	displacement	displacement	NOUN
fis-4294	294	16	by	by	ADP
fis-4294	294	17	1.99	1.99	NUM
fis-4294	294	18	%	%	NOUN
fis-4294	294	19	,	,	PUNCT
fis-4294	294	20	-1.72	-1.72	ADJ
fis-4294	294	21	%	%	NOUN
fis-4294	294	22	,	,	PUNCT
fis-4294	294	23	-9.9	-9.9	ADP
fis-4294	294	24	%	%	INTJ
fis-4294	294	25	,	,	PUNCT
fis-4294	294	26	and	and	CCONJ
fis-4294	294	27	9.07	9.07	NUM
fis-4294	294	28	%	%	NOUN
fis-4294	294	29	.	.	PUNCT
fis-4294	295	1	additional	additional	ADJ
fis-4294	295	2	variations	variation	NOUN
fis-4294	295	3	in	in	ADP
fis-4294	295	4	the	the	DET
fis-4294	295	5	story	story	NOUN
fis-4294	295	6	lateral	lateral	ADJ
fis-4294	295	7	drift	drift	NOUN
fis-4294	295	8	of	of	ADP
fis-4294	295	9	-5.23	-5.23	PRON
fis-4294	295	10	%	%	NOUN
fis-4294	295	11	,	,	PUNCT
fis-4294	295	12	0.48	0.48	NUM
fis-4294	295	13	%	%	NOUN
fis-4294	295	14	,	,	PUNCT
fis-4294	295	15	1.72	1.72	NUM
fis-4294	295	16	%	%	NOUN
fis-4294	295	17	,	,	PUNCT
fis-4294	295	18	and	and	CCONJ
fis-4294	295	19	-6.3	-6.3	NOUN
fis-4294	295	20	%	%	NOUN
fis-4294	295	21	were	be	AUX
fis-4294	295	22	caused	cause	VERB
fis-4294	295	23	by	by	ADP
fis-4294	295	24	reducing	reduce	VERB
fis-4294	295	25	the	the	DET
fis-4294	295	26	size	size	NOUN
fis-4294	295	27	of	of	ADP
fis-4294	295	28	the	the	DET
fis-4294	295	29	x	x	NOUN
fis-4294	295	30	-	-	NOUN
fis-4294	295	31	brace	brace	NOUN
fis-4294	295	32	,	,	PUNCT
fis-4294	295	33	whereas	whereas	SCONJ
fis-4294	295	34	increases	increase	NOUN
fis-4294	295	35	of	of	ADP
fis-4294	295	36	4.3	4.3	NUM
fis-4294	295	37	%	%	NOUN
fis-4294	295	38	,	,	PUNCT
fis-4294	295	39	2.89	2.89	NUM
fis-4294	295	40	%	%	NOUN
fis-4294	295	41	,	,	PUNCT
fis-4294	295	42	-8.58	-8.58	NOUN
fis-4294	295	43	%	%	NOUN
fis-4294	295	44	,	,	PUNCT
fis-4294	295	45	and	and	CCONJ
fis-4294	295	46	-0.4	-0.4	NUM
fis-4294	295	47	%	%	NOUN
fis-4294	295	48	were	be	AUX
fis-4294	295	49	caused	cause	VERB
fis-4294	295	50	by	by	ADP
fis-4294	295	51	increasing	increase	VERB
fis-4294	295	52	the	the	DET
fis-4294	295	53	section	section	NOUN
fis-4294	295	54	of	of	ADP
fis-4294	295	55	the	the	DET
fis-4294	295	56	eccentric	eccentric	ADJ
fis-4294	295	57	x	x	NOUN
fis-4294	295	58	-	-	NOUN
fis-4294	295	59	brace	brace	NOUN
fis-4294	295	60	.	.	PUNCT
fis-4294	296	1	for	for	ADP
fis-4294	296	2	the	the	DET
fis-4294	296	3	buildings	building	NOUN
fis-4294	296	4	with	with	ADP
fis-4294	296	5	twelve	twelve	NUM
fis-4294	296	6	stories	story	NOUN
fis-4294	296	7	with	with	ADP
fis-4294	296	8	corner	corner	NOUN
fis-4294	296	9	x	x	NOUN
fis-4294	296	10	-	-	NOUN
fis-4294	296	11	braces	brace	NOUN
fis-4294	296	12	,	,	PUNCT
fis-4294	296	13	the	the	DET
fis-4294	296	14	story	story	NOUN
fis-4294	296	15	lateral	lateral	ADJ
fis-4294	296	16	displacement	displacement	NOUN
fis-4294	296	17	was	be	AUX
fis-4294	296	18	found	find	VERB
fis-4294	296	19	to	to	PART
fis-4294	296	20	decrease	decrease	VERB
fis-4294	296	21	by	by	ADP
fis-4294	296	22	2.99	2.99	NUM
fis-4294	296	23	%	%	NOUN
fis-4294	296	24	,	,	PUNCT
fis-4294	296	25	0.41	0.41	NUM
fis-4294	296	26	%	%	NOUN
fis-4294	296	27	,	,	PUNCT
fis-4294	296	28	0.88	0.88	NUM
fis-4294	296	29	%	%	NOUN
fis-4294	296	30	,	,	PUNCT
fis-4294	296	31	and	and	CCONJ
fis-4294	296	32	0.15	0.15	NUM
fis-4294	296	33	%	%	NOUN
fis-4294	296	34	when	when	SCONJ
fis-4294	296	35	the	the	DET
fis-4294	296	36	x	x	NOUN
fis-4294	296	37	-	-	NOUN
fis-4294	296	38	brace	brace	NOUN
fis-4294	296	39	section	section	NOUN
fis-4294	296	40	was	be	AUX
fis-4294	296	41	reduced	reduce	VERB
fis-4294	296	42	,	,	PUNCT
fis-4294	296	43	6.5	6.5	NUM
fis-4294	296	44	%	%	NOUN
fis-4294	296	45	,	,	PUNCT
fis-4294	296	46	4.75	4.75	NUM
fis-4294	296	47	%	%	NOUN
fis-4294	296	48	,	,	PUNCT
fis-4294	296	49	6.43	6.43	NUM
fis-4294	296	50	%	%	NOUN
fis-4294	296	51	,	,	PUNCT
fis-4294	296	52	and	and	CCONJ
fis-4294	296	53	1.67	1.67	NUM
fis-4294	296	54	%	%	NOUN
fis-4294	296	55	when	when	SCONJ
fis-4294	296	56	the	the	DET
fis-4294	296	57	x	x	NOUN
fis-4294	296	58	-	-	NOUN
fis-4294	296	59	brace	brace	NOUN
fis-4294	296	60	section	section	NOUN
fis-4294	296	61	was	be	AUX
fis-4294	296	62	raised	raise	VERB
fis-4294	296	63	,	,	PUNCT
fis-4294	296	64	and	and	CCONJ
fis-4294	296	65	by	by	ADP
fis-4294	296	66	2.48	2.48	NUM
fis-4294	296	67	%	%	NOUN
fis-4294	296	68	,	,	PUNCT
fis-4294	296	69	0.49	0.49	NUM
fis-4294	296	70	%	%	NOUN
fis-4294	296	71	,	,	PUNCT
fis-4294	296	72	0	0	NUM
fis-4294	296	73	%	%	NOUN
fis-4294	296	74	,	,	PUNCT
fis-4294	296	75	and	and	CCONJ
fis-4294	296	76	0.97	0.97	NUM
fis-4294	296	77	%	%	NOUN
fis-4294	296	78	when	when	SCONJ
fis-4294	296	79	the	the	DET
fis-4294	296	80	eccentricity	eccentricity	NOUN
fis-4294	296	81	was	be	AUX
fis-4294	296	82	increased	increase	VERB
fis-4294	296	83	.	.	PUNCT
fis-4294	297	1	additionally	additionally	ADV
fis-4294	297	2	,	,	PUNCT
fis-4294	297	3	changes	change	NOUN
fis-4294	297	4	in	in	ADP
fis-4294	297	5	the	the	DET
fis-4294	297	6	story	story	NOUN
fis-4294	297	7	lateral	lateral	ADJ
fis-4294	297	8	drift	drift	NOUN
fis-4294	297	9	of	of	ADP
fis-4294	297	10	3.98	3.98	NUM
fis-4294	297	11	%	%	NOUN
fis-4294	297	12	,	,	PUNCT
fis-4294	297	13	0	0	NUM
fis-4294	297	14	%	%	NOUN
fis-4294	297	15	,	,	PUNCT
fis-4294	297	16	-4.25	-4.25	NUM
fis-4294	297	17	%	%	NOUN
fis-4294	297	18	,	,	PUNCT
fis-4294	297	19	and	and	CCONJ
fis-4294	297	20	-6.79	-6.79	NUM
fis-4294	297	21	%	%	NOUN
fis-4294	297	22	were	be	AUX
fis-4294	297	23	caused	cause	VERB
fis-4294	297	24	by	by	ADP
fis-4294	297	25	reducing	reduce	VERB
fis-4294	297	26	the	the	DET
fis-4294	297	27	size	size	NOUN
fis-4294	297	28	of	of	ADP
fis-4294	297	29	the	the	DET
fis-4294	297	30	x	x	NOUN
fis-4294	297	31	-	-	NOUN
fis-4294	297	32	brace	brace	NOUN
fis-4294	297	33	,	,	PUNCT
fis-4294	297	34	whereas	whereas	SCONJ
fis-4294	297	35	changes	change	NOUN
fis-4294	297	36	of	of	ADP
fis-4294	297	37	-1.11	-1.11	PRON
fis-4294	297	38	%	%	NOUN
fis-4294	297	39	,	,	PUNCT
fis-4294	297	40	0.25	0.25	NUM
fis-4294	297	41	%	%	NOUN
fis-4294	297	42	,	,	PUNCT
fis-4294	297	43	-2.51	-2.51	NUM
fis-4294	297	44	%	%	NOUN
fis-4294	297	45	and	and	CCONJ
fis-4294	297	46	-0.61	-0.61	NOUN
fis-4294	297	47	%	%	NOUN
fis-4294	297	48	were	be	AUX
fis-4294	297	49	caused	cause	VERB
fis-4294	297	50	by	by	ADP
fis-4294	297	51	increasing	increase	VERB
fis-4294	297	52	the	the	DET
fis-4294	297	53	section	section	NOUN
fis-4294	297	54	of	of	ADP
fis-4294	297	55	the	the	DET
fis-4294	297	56	x	x	NOUN
fis-4294	297	57	-	-	NOUN
fis-4294	297	58	brace	brace	NOUN
fis-4294	297	59	,	,	PUNCT
fis-4294	297	60	respectively	respectively	ADV
fis-4294	297	61	.	.	PUNCT
fis-4294	298	1	for	for	ADP
fis-4294	298	2	decreasing	decrease	VERB
fis-4294	298	3	and	and	CCONJ
fis-4294	298	4	increasing	increase	VERB
fis-4294	298	5	x	x	ADJ
fis-4294	298	6	-	-	NOUN
fis-4294	298	7	brace	brace	NOUN
fis-4294	298	8	sections	section	NOUN
fis-4294	298	9	with	with	ADP
fis-4294	298	10	increasing	increase	VERB
fis-4294	298	11	eccentricity	eccentricity	NOUN
fis-4294	298	12	,	,	PUNCT
fis-4294	298	13	lateral	lateral	ADJ
fis-4294	298	14	story	story	NOUN
fis-4294	298	15	displacement	displacement	NOUN
fis-4294	298	16	decreased	decrease	VERB
fis-4294	298	17	by	by	ADP
fis-4294	298	18	7.81	7.81	NUM
fis-4294	298	19	%	%	NOUN
fis-4294	298	20	,	,	PUNCT
fis-4294	298	21	1.11	1.11	NUM
fis-4294	298	22	%	%	NOUN
fis-4294	298	23	,	,	PUNCT
fis-4294	298	24	6.5	6.5	NUM
fis-4294	298	25	%	%	NOUN
fis-4294	298	26	,	,	PUNCT
fis-4294	298	27	and	and	CCONJ
fis-4294	298	28	1.69	1.69	NUM
fis-4294	298	29	%	%	NOUN
fis-4294	298	30	,	,	PUNCT
fis-4294	298	31	respectively	respectively	ADV
fis-4294	298	32	.	.	PUNCT
fis-4294	299	1	alterations	alteration	NOUN
fis-4294	299	2	in	in	ADP
fis-4294	299	3	the	the	DET
fis-4294	299	4	story	story	NOUN
fis-4294	299	5	lateral	lateral	ADJ
fis-4294	299	6	drift	drift	NOUN
fis-4294	299	7	of	of	ADP
fis-4294	299	8	1.52	1.52	NUM
fis-4294	299	9	%	%	NOUN
fis-4294	299	10	,	,	PUNCT
fis-4294	299	11	0.51	0.51	NUM
fis-4294	299	12	%	%	NOUN
fis-4294	299	13	,	,	PUNCT
fis-4294	299	14	-1.07	-1.07	ADJ
fis-4294	299	15	%	%	NOUN
fis-4294	299	16	,	,	PUNCT
fis-4294	299	17	and	and	CCONJ
fis-4294	299	18	1.48	1.48	NUM
fis-4294	299	19	%	%	NOUN
fis-4294	299	20	were	be	AUX
fis-4294	299	21	also	also	ADV
fis-4294	299	22	seen	see	VERB
fis-4294	299	23	for	for	ADP
fis-4294	299	24	x	x	NOUN
fis-4294	299	25	-	-	NOUN
fis-4294	299	26	brace	brace	NOUN
fis-4294	299	27	sizes	size	NOUN
fis-4294	299	28	decreasing	decrease	VERB
fis-4294	299	29	from	from	ADP
fis-4294	299	30	large	large	ADJ
fis-4294	299	31	to	to	ADP
fis-4294	299	32	small	small	ADJ
fis-4294	299	33	and	and	CCONJ
fis-4294	299	34	of	of	ADP
fis-4294	299	35	3.56	3.56	NUM
fis-4294	299	36	%	%	NOUN
fis-4294	299	37	,	,	PUNCT
fis-4294	299	38	1.02	1.02	NUM
fis-4294	299	39	%	%	NOUN
fis-4294	299	40	,	,	PUNCT
fis-4294	299	41	-4.27	-4.27	ADJ
fis-4294	299	42	%	%	NOUN
fis-4294	299	43	,	,	PUNCT
fis-4294	299	44	and	and	CCONJ
fis-4294	299	45	-4.93	-4.93	NUM
fis-4294	299	46	%	%	NOUN
fis-4294	299	47	for	for	ADP
fis-4294	299	48	eccentric	eccentric	ADJ
fis-4294	299	49	x	x	NOUN
fis-4294	299	50	-	-	NOUN
fis-4294	299	51	brace	brace	NOUN
fis-4294	299	52	sizes	size	NOUN
fis-4294	299	53	rising	rise	VERB
fis-4294	299	54	.	.	PUNCT
fis-4294	300	1	x	x	X
fis-4294	300	2	-	-	PUNCT
fis-4294	300	3	brace	brace	NOUN
fis-4294	300	4	position	position	NOUN
fis-4294	300	5	(	(	PUNCT
fis-4294	300	6	corner	corner	NOUN
fis-4294	300	7	)	)	PUNCT
fis-4294	300	8	x	x	NOUN
fis-4294	300	9	-	-	PUNCT
fis-4294	300	10	brace	brace	NOUN
fis-4294	300	11	position	position	NOUN
fis-4294	300	12	(	(	PUNCT
fis-4294	300	13	side	side	NOUN
fis-4294	300	14	)	)	PUNCT
fis-4294	300	15	no	no	NOUN
fis-4294	300	16	.	.	NOUN
fis-4294	300	17	of	of	ADP
fis-4294	300	18	story	story	NOUN
fis-4294	300	19	eccentricity	eccentricity	NOUN
fis-4294	300	20	(	(	PUNCT
fis-4294	300	21	mm	mm	INTJ
fis-4294	300	22	)	)	PUNCT
fis-4294	300	23	building	building	NOUN
fis-4294	301	1	i	i	PROPN
fis-4294	301	2	d	d	PROPN
fis-4294	301	3	δu	δu	X
fis-4294	301	4	max	max	PROPN
fis-4294	301	5	(	(	PUNCT
fis-4294	301	6	mm	mm	NOUN
fis-4294	301	7	)	)	PUNCT
fis-4294	301	8	drift	drift	NOUN
fis-4294	301	9	max	max	PROPN
fis-4294	301	10	(	(	PUNCT
fis-4294	301	11	mm	mm	PROPN
fis-4294	301	12	/	/	SYM
fis-4294	301	13	mm	mm	PROPN
fis-4294	301	14	)	)	PUNCT
fis-4294	301	15	vmax	vmax	PROPN
fis-4294	301	16	(	(	PUNCT
fis-4294	301	17	kn	kn	PROPN
fis-4294	301	18	)	)	PUNCT
fis-4294	301	19	maximum	maximum	PROPN
fis-4294	301	20	brace	brace	NOUN
fis-4294	301	21	force	force	NOUN
fis-4294	301	22	(	(	PUNCT
fis-4294	301	23	kn	kn	PROPN
fis-4294	301	24	)	)	PUNCT
fis-4294	301	25	eccentricity	eccentricity	NOUN
fis-4294	301	26	(	(	PUNCT
fis-4294	301	27	mm	mm	INTJ
fis-4294	301	28	)	)	PUNCT
fis-4294	301	29	building	building	NOUN
fis-4294	302	1	i	i	PROPN
fis-4294	302	2	d	d	PROPN
fis-4294	302	3	δu	δu	X
fis-4294	302	4	max	max	PROPN
fis-4294	302	5	(	(	PUNCT
fis-4294	302	6	mm	mm	NOUN
fis-4294	302	7	)	)	PUNCT
fis-4294	302	8	drift	drift	NOUN
fis-4294	302	9	max	max	PROPN
fis-4294	302	10	(	(	PUNCT
fis-4294	302	11	mm	mm	PROPN
fis-4294	302	12	/	/	SYM
fis-4294	302	13	mm	mm	PROPN
fis-4294	302	14	)	)	PUNCT
fis-4294	302	15	vmax	vmax	PROPN
fis-4294	302	16	(	(	PUNCT
fis-4294	302	17	kn	kn	PROPN
fis-4294	302	18	)	)	PUNCT
fis-4294	302	19	maximum	maximum	PROPN
fis-4294	302	20	brace	brace	NOUN
fis-4294	302	21	force	force	NOUN
fis-4294	302	22	(	(	PUNCT
fis-4294	302	23	kn	kn	PROPN
fis-4294	302	24	)	)	PUNCT
fis-4294	303	1	6	6	NUM
fis-4294	303	2	0	0	NUM
fis-4294	303	3	sc6	sc6	ADJ
fis-4294	303	4	-	-	PUNCT
fis-4294	303	5	b12	b12	NOUN
fis-4294	303	6	-	-	PUNCT
fis-4294	303	7	1	1	NUM
fis-4294	303	8	201.8	201.8	NUM
fis-4294	303	9	0.0179	0.0179	NUM
fis-4294	303	10	11354.6	11354.6	NUM
fis-4294	303	11	1640.3	1640.3	NUM
fis-4294	303	12	0	0	NUM
fis-4294	303	13	ss6	ss6	NOUN
fis-4294	303	14	-	-	PUNCT
fis-4294	303	15	b12	b12	NOUN
fis-4294	303	16	-	-	PUNCT
fis-4294	303	17	1	1	NUM
fis-4294	303	18	175.9	175.9	NUM
fis-4294	303	19	0.0160	0.0160	NUM
fis-4294	303	20	11257.4	11257.4	NUM
fis-4294	303	21	1590.2	1590.2	NUM
fis-4294	303	22	sc6	sc6	ADJ
fis-4294	303	23	-	-	PUNCT
fis-4294	303	24	b15	b15	NOUN
fis-4294	303	25	-	-	PUNCT
fis-4294	303	26	1	1	NUM
fis-4294	303	27	181.9	181.9	NUM
fis-4294	303	28	0.0157	0.0157	NUM
fis-4294	303	29	11504.9	11504.9	NUM
fis-4294	303	30	1676.4	1676.4	NUM
fis-4294	303	31	ss6	ss6	NOUN
fis-4294	303	32	-	-	PUNCT
fis-4294	303	33	b15	b15	NOUN
fis-4294	303	34	-	-	PUNCT
fis-4294	303	35	1	1	NUM
fis-4294	303	36	162.9	162.9	NUM
fis-4294	303	37	0.0150	0.0150	NUM
fis-4294	303	38	10166.4	10166.4	NUM
fis-4294	303	39	1442.3	1442.3	NUM
fis-4294	303	40	sc6	sc6	ADJ
fis-4294	303	41	-	-	PUNCT
fis-4294	303	42	b16	b16	NOUN
fis-4294	303	43	-	-	PUNCT
fis-4294	303	44	1	1	NUM
fis-4294	303	45	171.5	171.5	NUM
fis-4294	303	46	0.0157	0.0157	NUM
fis-4294	303	47	11354.5	11354.5	NUM
fis-4294	303	48	1657.8	1657.8	NUM
fis-4294	303	49	ss6	ss6	NOUN
fis-4294	303	50	-	-	PUNCT
fis-4294	303	51	b16	b16	NOUN
fis-4294	303	52	-	-	PUNCT
fis-4294	303	53	1	1	NUM
fis-4294	303	54	158.9	158.9	NUM
fis-4294	303	55	0.0151	0.0151	NUM
fis-4294	303	56	9918.9	9918.9	NUM
fis-4294	303	57	1401.8	1401.8	NUM
fis-4294	303	58	sc6	sc6	ADJ
fis-4294	303	59	-	-	PUNCT
fis-4294	303	60	b20	b20	NOUN
fis-4294	303	61	-	-	PUNCT
fis-4294	303	62	1	1	NUM
fis-4294	303	63	160.9	160.9	NUM
fis-4294	303	64	0.0150	0.0150	NUM
fis-4294	303	65	10453.9	10453.9	NUM
fis-4294	303	66	1552.1	1552.1	NUM
fis-4294	303	67	ss6	ss6	PROPN
fis-4294	303	68	-	-	PUNCT
fis-4294	303	69	b20	b20	NOUN
fis-4294	303	70	-	-	PUNCT
fis-4294	303	71	1	1	NUM
fis-4294	303	72	142.8	142.8	NUM
fis-4294	303	73	0.0130	0.0130	NUM
fis-4294	303	74	10698.8	10698.8	NUM
fis-4294	303	75	1515.0	1515.0	NUM
fis-4294	303	76	sc6	sc6	ADJ
fis-4294	303	77	-	-	PUNCT
fis-4294	303	78	b25	b25	NOUN
fis-4294	303	79	-	-	SYM
fis-4294	303	80	1	1	NUM
fis-4294	303	81	140.6	140.6	NUM
fis-4294	303	82	0.0132	0.0132	NUM
fis-4294	303	83	10728.8	10728.8	NUM
fis-4294	303	84	1567.9	1567.9	NUM
fis-4294	303	85	ss6	ss6	PROPN
fis-4294	303	86	-	-	PUNCT
fis-4294	303	87	b25	b25	NOUN
fis-4294	303	88	-	-	SYM
fis-4294	303	89	1	1	NUM
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fis-4294	303	92	10658.6	10658.6	NUM
fis-4294	303	93	1512.3	1512.3	NUM
fis-4294	303	94	500	500	NUM
fis-4294	303	95	sc6	sc6	ADJ
fis-4294	303	96	-	-	PUNCT
fis-4294	303	97	b12	b12	NOUN
fis-4294	303	98	-	-	PUNCT
fis-4294	303	99	2	2	NUM
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fis-4294	303	101	0.0198	0.0198	NUM
fis-4294	303	102	10628.6	10628.6	NUM
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fis-4294	303	104	500	500	NUM
fis-4294	303	105	ss6	ss6	NOUN
fis-4294	303	106	-	-	PUNCT
fis-4294	303	107	b12	b12	NOUN
fis-4294	303	108	-	-	PUNCT
fis-4294	303	109	2	2	NUM
fis-4294	303	110	224.6	224.6	NUM
fis-4294	303	111	0.0197	0.0197	NUM
fis-4294	303	112	10774.4	10774.4	NUM
fis-4294	303	113	1900.7	1900.7	NUM
fis-4294	303	114	sc6	sc6	ADJ
fis-4294	303	115	-	-	PUNCT
fis-4294	303	116	b15	b15	NOUN
fis-4294	303	117	-	-	PUNCT
fis-4294	303	118	2	2	NUM
fis-4294	303	119	199.2	199.2	NUM
fis-4294	303	120	0.0177	0.0177	NUM
fis-4294	303	121	11138.7	11138.7	NUM
fis-4294	303	122	2102.2	2102.2	NUM
fis-4294	303	123	ss6	ss6	NOUN
fis-4294	303	124	-	-	PUNCT
fis-4294	303	125	b15	b15	NOUN
fis-4294	303	126	-	-	PUNCT
fis-4294	303	127	2	2	NUM
fis-4294	303	128	199.4	199.4	NUM
fis-4294	303	129	0.0175	0.0175	NUM
fis-4294	303	130	11153.6	11153.6	NUM
fis-4294	303	131	2028.5	2028.5	NUM
fis-4294	303	132	sc6	sc6	ADJ
fis-4294	303	133	-	-	PUNCT
fis-4294	303	134	b16	b16	NOUN
fis-4294	303	135	-	-	PUNCT
fis-4294	303	136	2	2	NUM
fis-4294	303	137	197.2	197.2	NUM
fis-4294	303	138	0.0168	0.0168	NUM
fis-4294	303	139	11197.2	11197.2	NUM
fis-4294	303	140	2137.9	2137.9	NUM
fis-4294	303	141	ss6	ss6	NOUN
fis-4294	303	142	-	-	PUNCT
fis-4294	303	143	b16	b16	NOUN
fis-4294	303	144	-	-	PUNCT
fis-4294	303	145	2	2	NUM
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fis-4294	303	147	0.0166	0.0166	NUM
fis-4294	303	148	11146.2	11146.2	NUM
fis-4294	303	149	2043.9	2043.9	NUM
fis-4294	303	150	sc6	sc6	ADJ
fis-4294	303	151	-	-	PUNCT
fis-4294	303	152	b20	b20	NOUN
fis-4294	303	153	-	-	PUNCT
fis-4294	303	154	2	2	NUM
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fis-4294	303	156	0.0161	0.0161	NUM
fis-4294	303	157	11043.8	11043.8	NUM
fis-4294	303	158	2190.2	2190.2	NUM
fis-4294	303	159	ss6	ss6	NOUN
fis-4294	303	160	-	-	PUNCT
fis-4294	303	161	b20	b20	NOUN
fis-4294	303	162	-	-	PUNCT
fis-4294	303	163	2	2	NUM
fis-4294	303	164	181.1	181.1	NUM
fis-4294	303	165	0.0169	0.0169	NUM
fis-4294	303	166	10876.3	10876.3	NUM
fis-4294	303	167	2048.9	2048.9	NUM
fis-4294	303	168	sc6	sc6	ADJ
fis-4294	303	169	-	-	PUNCT
fis-4294	303	170	b25	b25	NOUN
fis-4294	303	171	-	-	PUNCT
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fis-4294	303	175	10562.6	10562.6	NUM
fis-4294	303	176	2182.9	2182.9	NUM
fis-4294	303	177	ss6	ss6	PROPN
fis-4294	303	178	-	-	PUNCT
fis-4294	303	179	b25	b25	NOUN
fis-4294	303	180	-	-	PUNCT
fis-4294	303	181	2	2	NUM
fis-4294	303	182	165.6	165.6	NUM
fis-4294	303	183	0.0166	0.0166	NUM
fis-4294	303	184	10067.1	10067.1	NUM
fis-4294	303	185	1954.4	1954.4	NUM
fis-4294	303	186	1000	1000	NUM
fis-4294	303	187	sc6	sc6	ADJ
fis-4294	303	188	-	-	PUNCT
fis-4294	303	189	b12	b12	NOUN
fis-4294	303	190	-	-	PUNCT
fis-4294	303	191	3	3	NUM
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fis-4294	303	194	7925.4	7925.4	NUM
fis-4294	303	195	2120.2	2120.2	NUM
fis-4294	303	196	1000	1000	NUM
fis-4294	303	197	ss6	ss6	NOUN
fis-4294	303	198	-	-	PUNCT
fis-4294	303	199	b12	b12	NOUN
fis-4294	303	200	-	-	PUNCT
fis-4294	303	201	3	3	NUM
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fis-4294	303	203	0.0242	0.0242	NUM
fis-4294	303	204	8199.2	8199.2	NUM
fis-4294	303	205	2104.0	2104.0	NUM
fis-4294	303	206	sc6	sc6	ADJ
fis-4294	303	207	-	-	PUNCT
fis-4294	303	208	b15	b15	NOUN
fis-4294	303	209	-	-	PUNCT
fis-4294	303	210	3	3	NUM
fis-4294	303	211	322.3	322.3	NUM
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fis-4294	303	213	8400.3	8400.3	NUM
fis-4294	303	214	2358.7	2358.7	NUM
fis-4294	303	215	ss6	ss6	NOUN
fis-4294	303	216	-	-	PUNCT
fis-4294	303	217	b15	b15	NOUN
fis-4294	303	218	-	-	PUNCT
fis-4294	303	219	3	3	NUM
fis-4294	303	220	315.6	315.6	NUM
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fis-4294	303	222	8408.9	8408.9	NUM
fis-4294	303	223	2255.6	2255.6	NUM
fis-4294	303	224	sc6	sc6	ADJ
fis-4294	303	225	-	-	PUNCT
fis-4294	303	226	b16	b16	NOUN
fis-4294	303	227	-	-	PUNCT
fis-4294	303	228	3	3	NUM
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fis-4294	303	231	8451.4	8451.4	NUM
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fis-4294	303	233	ss6	ss6	PROPN
fis-4294	303	234	-	-	PUNCT
fis-4294	303	235	b16	b16	NOUN
fis-4294	303	236	-	-	PUNCT
fis-4294	303	237	3	3	NUM
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fis-4294	303	240	8321.9	8321.9	NUM
fis-4294	303	241	2286.7	2286.7	NUM
fis-4294	303	242	sc6	sc6	ADJ
fis-4294	303	243	-	-	PUNCT
fis-4294	303	244	b20	b20	NOUN
fis-4294	303	245	-	-	PUNCT
fis-4294	303	246	3	3	NUM
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fis-4294	303	251	ss6	ss6	PROPN
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fis-4294	303	253	b20	b20	NOUN
fis-4294	303	254	-	-	PUNCT
fis-4294	303	255	3	3	NUM
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fis-4294	303	258	8430.5	8430.5	NUM
fis-4294	303	259	2409.2	2409.2	NUM
fis-4294	303	260	sc6	sc6	ADJ
fis-4294	303	261	-	-	PUNCT
fis-4294	303	262	b25	b25	NOUN
fis-4294	303	263	-	-	PUNCT
fis-4294	303	264	3	3	NUM
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fis-4294	303	267	8889.2	8889.2	NUM
fis-4294	303	268	2637.8	2637.8	NUM
fis-4294	303	269	ss6	ss6	NOUN
fis-4294	303	270	-	-	PUNCT
fis-4294	303	271	b25	b25	NOUN
fis-4294	303	272	-	-	PUNCT
fis-4294	303	273	3	3	NUM
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fis-4294	303	275	0.0238	0.0238	NUM
fis-4294	303	276	8921.7	8921.7	NUM
fis-4294	303	277	2594.2	2594.2	NUM
fis-4294	303	278	1500	1500	NUM
fis-4294	303	279	sc6	sc6	ADJ
fis-4294	303	280	-	-	PUNCT
fis-4294	303	281	b12	b12	NOUN
fis-4294	303	282	-	-	PUNCT
fis-4294	303	283	4	4	NUM
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fis-4294	303	286	6354.9	6354.9	NUM
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fis-4294	303	288	1500	1500	NUM
fis-4294	303	289	ss6	ss6	NOUN
fis-4294	303	290	-	-	PUNCT
fis-4294	303	291	b12	b12	NOUN
fis-4294	303	292	-	-	PUNCT
fis-4294	303	293	4	4	NUM
fis-4294	303	294	387.3	387.3	NUM
fis-4294	303	295	0.0274	0.0274	NUM
fis-4294	303	296	6364.7	6364.7	NUM
fis-4294	303	297	2306.7	2306.7	NUM
fis-4294	303	298	sc6	sc6	ADJ
fis-4294	303	299	-	-	PUNCT
fis-4294	303	300	b15	b15	NOUN
fis-4294	303	301	-	-	PUNCT
fis-4294	303	302	4	4	NUM
fis-4294	303	303	381.0	381.0	NUM
fis-4294	303	304	0.0279	0.0279	NUM
fis-4294	303	305	6852.0	6852.0	NUM
fis-4294	303	306	2685.2	2685.2	NUM
fis-4294	303	307	ss6	ss6	NOUN
fis-4294	303	308	-	-	PUNCT
fis-4294	303	309	b15	b15	NOUN
fis-4294	303	310	-	-	PUNCT
fis-4294	303	311	4	4	NUM
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fis-4294	303	314	7042.8	7042.8	NUM
fis-4294	303	315	2653.3	2653.3	NUM
fis-4294	303	316	sc6	sc6	ADJ
fis-4294	303	317	-	-	PUNCT
fis-4294	303	318	b16	b16	NOUN
fis-4294	303	319	-	-	PUNCT
fis-4294	303	320	4	4	NUM
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fis-4294	303	323	7042.7	7042.7	NUM
fis-4294	303	324	2783.1	2783.1	NUM
fis-4294	303	325	ss6	ss6	NOUN
fis-4294	303	326	-	-	PUNCT
fis-4294	303	327	b16	b16	NOUN
fis-4294	303	328	-	-	PUNCT
fis-4294	303	329	4	4	NUM
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fis-4294	303	332	6962.9	6962.9	NUM
fis-4294	303	333	2674.1	2674.1	NUM
fis-4294	303	334	sc6	sc6	ADJ
fis-4294	303	335	-	-	PUNCT
fis-4294	303	336	b20	b20	NOUN
fis-4294	303	337	-	-	PUNCT
fis-4294	303	338	4	4	NUM
fis-4294	303	339	362.7	362.7	NUM
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fis-4294	303	341	7669.2	7669.2	NUM
fis-4294	303	342	3135.9	3135.9	NUM
fis-4294	303	343	ss6	ss6	NOUN
fis-4294	303	344	-	-	PUNCT
fis-4294	303	345	b20	b20	NOUN
fis-4294	303	346	-	-	PUNCT
fis-4294	303	347	4	4	NUM
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fis-4294	303	349	0.0273	0.0273	NUM
fis-4294	303	350	7824.8	7824.8	NUM
fis-4294	303	351	3076.8	3076.8	NUM
fis-4294	303	352	sc6	sc6	ADJ
fis-4294	303	353	-	-	PUNCT
fis-4294	303	354	b25	b25	NOUN
fis-4294	303	355	-	-	PUNCT
fis-4294	303	356	4	4	NUM
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fis-4294	303	358	0.0278	0.0278	NUM
fis-4294	303	359	8144.8	8144.8	NUM
fis-4294	303	360	3229.0	3229.0	NUM
fis-4294	303	361	ss6	ss6	PROPN
fis-4294	303	362	-	-	PUNCT
fis-4294	303	363	b25	b25	NOUN
fis-4294	303	364	-	-	PUNCT
fis-4294	303	365	4	4	NUM
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fis-4294	303	367	0.0279	0.0279	NUM
fis-4294	303	368	8049.4	8049.4	NUM
fis-4294	303	369	3290.2	3290.2	NUM
fis-4294	303	370	table	table	NOUN
fis-4294	303	371	7	7	NUM
fis-4294	303	372	:	:	PUNCT
fis-4294	303	373	numerical	numerical	ADJ
fis-4294	303	374	results	result	NOUN
fis-4294	303	375	for	for	ADP
fis-4294	303	376	various	various	ADJ
fis-4294	303	377	x	x	ADJ
fis-4294	303	378	-	-	ADJ
fis-4294	303	379	brace	brace	ADJ
fis-4294	303	380	sections	section	NOUN
fis-4294	303	381	of	of	ADP
fis-4294	303	382	the	the	DET
fis-4294	303	383	6	6	NUM
fis-4294	303	384	-	-	PUNCT
fis-4294	303	385	story	story	NOUN
fis-4294	303	386	buildings	building	NOUN
fis-4294	303	387	.	.	PUNCT
fis-4294	304	1	a.	a.	PROPN
fis-4294	304	2	j.	j.	PROPN
fis-4294	304	3	abdulridha	abdulridha	PROPN
fis-4294	304	4	,	,	PUNCT
fis-4294	304	5	frattura	frattura	PROPN
fis-4294	304	6	ed	ed	PROPN
fis-4294	304	7	integrità	integrità	PROPN
fis-4294	304	8	strutturale	strutturale	PROPN
fis-4294	304	9	,	,	PUNCT
fis-4294	304	10	66	66	NUM
fis-4294	304	11	(	(	PUNCT
fis-4294	304	12	2023	2023	NUM
fis-4294	304	13	)	)	PUNCT
fis-4294	304	14	273	273	NUM
fis-4294	304	15	-	-	SYM
fis-4294	304	16	296	296	NUM
fis-4294	304	17	;	;	PUNCT
fis-4294	304	18	doi	doi	NOUN
fis-4294	304	19	:	:	PUNCT
fis-4294	304	20	10.3221	10.3221	NUM
fis-4294	304	21	/	/	SYM
fis-4294	304	22	igf	igf	PROPN
fis-4294	304	23	-	-	NOUN
fis-4294	304	24	esis.66.17	esis.66.17	PROPN
fis-4294	304	25	290	290	NUM
fis-4294	304	26	no	no	NOUN
fis-4294	304	27	.	.	PUNCT
fis-4294	304	28	of	of	ADP
fis-4294	304	29	story	story	NOUN
fis-4294	304	30	x	x	NOUN
fis-4294	304	31	-	-	NOUN
fis-4294	304	32	brace	brace	NOUN
fis-4294	304	33	position	position	NOUN
fis-4294	304	34	(	(	PUNCT
fis-4294	304	35	corner	corner	NOUN
fis-4294	304	36	)	)	PUNCT
fis-4294	304	37	x	x	NOUN
fis-4294	304	38	-	-	PUNCT
fis-4294	304	39	brace	brace	NOUN
fis-4294	304	40	position	position	NOUN
fis-4294	304	41	(	(	PUNCT
fis-4294	304	42	side	side	NOUN
fis-4294	304	43	)	)	PUNCT
fis-4294	304	44	eccentricity	eccentricity	NOUN
fis-4294	304	45	(	(	PUNCT
fis-4294	304	46	mm	mm	INTJ
fis-4294	304	47	)	)	PUNCT
fis-4294	304	48	building	building	NOUN
fis-4294	305	1	i	i	PROPN
fis-4294	305	2	d	d	PROPN
fis-4294	305	3	δu	δu	X
fis-4294	305	4	max	max	PROPN
fis-4294	305	5	(	(	PUNCT
fis-4294	305	6	mm	mm	NOUN
fis-4294	305	7	)	)	PUNCT
fis-4294	305	8	drift	drift	NOUN
fis-4294	305	9	max	max	PROPN
fis-4294	305	10	(	(	PUNCT
fis-4294	305	11	mm	mm	PROPN
fis-4294	305	12	/	/	SYM
fis-4294	305	13	mm	mm	PROPN
fis-4294	305	14	)	)	PUNCT
fis-4294	305	15	vmax	vmax	PROPN
fis-4294	305	16	(	(	PUNCT
fis-4294	305	17	kn	kn	PROPN
fis-4294	305	18	)	)	PUNCT
fis-4294	305	19	maximum	maximum	PROPN
fis-4294	305	20	brace	brace	NOUN
fis-4294	305	21	force	force	NOUN
fis-4294	305	22	(	(	PUNCT
fis-4294	305	23	kn	kn	PROPN
fis-4294	305	24	)	)	PUNCT
fis-4294	305	25	eccentricity	eccentricity	NOUN
fis-4294	305	26	(	(	PUNCT
fis-4294	305	27	mm	mm	INTJ
fis-4294	305	28	)	)	PUNCT
fis-4294	305	29	building	building	NOUN
fis-4294	306	1	i	i	PROPN
fis-4294	306	2	d	d	PROPN
fis-4294	306	3	δu	δu	X
fis-4294	306	4	max	max	PROPN
fis-4294	306	5	(	(	PUNCT
fis-4294	306	6	mm	mm	NOUN
fis-4294	306	7	)	)	PUNCT
fis-4294	306	8	drift	drift	NOUN
fis-4294	306	9	max	max	PROPN
fis-4294	306	10	(	(	PUNCT
fis-4294	306	11	mm/	mm/	PROPN
fis-4294	306	12	mm	mm	PROPN
fis-4294	306	13	)	)	PUNCT
fis-4294	306	14	vmax	vmax	PROPN
fis-4294	306	15	(	(	PUNCT
fis-4294	306	16	kn	kn	PROPN
fis-4294	306	17	)	)	PUNCT
fis-4294	306	18	maximum	maximum	PROPN
fis-4294	306	19	brace	brace	NOUN
fis-4294	306	20	force	force	NOUN
fis-4294	306	21	(	(	PUNCT
fis-4294	306	22	kn	kn	PROPN
fis-4294	306	23	)	)	PUNCT
fis-4294	306	24	9	9	NUM
fis-4294	306	25	0	0	NUM
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fis-4294	307	126	ss9	ss9	NOUN
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fis-4294	307	189	sc9	sc9	NOUN
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fis-4294	307	205	5848.2	5848.2	NUM
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fis-4294	307	209	:	:	PUNCT
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fis-4294	307	214	x	x	ADJ
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fis-4294	308	1	no	no	INTJ
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fis-4294	309	1	of	of	ADP
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fis-4294	309	3	x	x	NOUN
fis-4294	309	4	-	-	NOUN
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fis-4294	309	7	(	(	PUNCT
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fis-4294	309	9	)	)	PUNCT
fis-4294	309	10	x	x	NOUN
fis-4294	309	11	-	-	PUNCT
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fis-4294	309	13	position	position	NOUN
fis-4294	309	14	(	(	PUNCT
fis-4294	309	15	side	side	NOUN
fis-4294	309	16	)	)	PUNCT
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fis-4294	309	18	(	(	PUNCT
fis-4294	309	19	mm	mm	INTJ
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fis-4294	309	22	i	i	PROPN
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fis-4294	309	25	max	max	PROPN
fis-4294	309	26	(	(	PUNCT
fis-4294	309	27	mm	mm	NOUN
fis-4294	309	28	)	)	PUNCT
fis-4294	309	29	drift	drift	NOUN
fis-4294	309	30	max	max	PROPN
fis-4294	309	31	(	(	PUNCT
fis-4294	309	32	mm	mm	PROPN
fis-4294	309	33	/	/	SYM
fis-4294	309	34	mm	mm	PROPN
fis-4294	309	35	)	)	PUNCT
fis-4294	309	36	vmax	vmax	PROPN
fis-4294	309	37	(	(	PUNCT
fis-4294	309	38	kn	kn	PROPN
fis-4294	309	39	)	)	PUNCT
fis-4294	309	40	maximum	maximum	PROPN
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fis-4294	309	43	(	(	PUNCT
fis-4294	309	44	kn	kn	PROPN
fis-4294	309	45	)	)	PUNCT
fis-4294	309	46	eccentricity	eccentricity	NOUN
fis-4294	309	47	(	(	PUNCT
fis-4294	309	48	mm	mm	INTJ
fis-4294	309	49	)	)	PUNCT
fis-4294	309	50	building	building	NOUN
fis-4294	310	1	i	i	PROPN
fis-4294	310	2	d	d	PROPN
fis-4294	310	3	δu	δu	X
fis-4294	310	4	max	max	PROPN
fis-4294	310	5	(	(	PUNCT
fis-4294	310	6	mm	mm	NOUN
fis-4294	310	7	)	)	PUNCT
fis-4294	310	8	drift	drift	NOUN
fis-4294	310	9	max	max	PROPN
fis-4294	310	10	(	(	PUNCT
fis-4294	310	11	mm	mm	PROPN
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fis-4294	310	13	mm	mm	PROPN
fis-4294	310	14	)	)	PUNCT
fis-4294	310	15	vmax	vmax	PROPN
fis-4294	310	16	(	(	PUNCT
fis-4294	310	17	kn	kn	PROPN
fis-4294	310	18	)	)	PUNCT
fis-4294	310	19	maximum	maximum	PROPN
fis-4294	310	20	brace	brace	NOUN
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fis-4294	310	22	(	(	PUNCT
fis-4294	310	23	kn	kn	PROPN
fis-4294	310	24	)	)	PUNCT
fis-4294	311	1	12	12	NUM
fis-4294	311	2	0	0	PUNCT
fis-4294	312	1	sc12	sc12	PROPN
fis-4294	312	2	-	-	PUNCT
fis-4294	312	3	b12	b12	NOUN
fis-4294	312	4	-	-	PUNCT
fis-4294	312	5	1	1	NUM
fis-4294	312	6	470.2	470.2	NUM
fis-4294	312	7	0.0206	0.0206	NUM
fis-4294	312	8	7132.8	7132.8	NUM
fis-4294	312	9	1339.7	1339.7	NUM
fis-4294	312	10	0	0	NUM
fis-4294	312	11	ss12	ss12	PROPN
fis-4294	312	12	-	-	PUNCT
fis-4294	312	13	b12	b12	NOUN
fis-4294	312	14	-	-	PUNCT
fis-4294	312	15	1	1	NUM
fis-4294	312	16	468.7	468.7	NUM
fis-4294	312	17	0.0200	0.0200	NUM
fis-4294	312	18	7453.2	7453.2	NUM
fis-4294	312	19	1160.9	1160.9	NUM
fis-4294	312	20	sc12	sc12	PROPN
fis-4294	312	21	-	-	PUNCT
fis-4294	312	22	b15	b15	NOUN
fis-4294	312	23	-	-	PUNCT
fis-4294	312	24	1	1	NUM
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fis-4294	312	26	0.0201	0.0201	NUM
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fis-4294	312	29	ss12	ss12	PROPN
fis-4294	312	30	-	-	PUNCT
fis-4294	312	31	b15	b15	NOUN
fis-4294	312	32	-	-	PUNCT
fis-4294	312	33	1	1	NUM
fis-4294	312	34	465.4	465.4	NUM
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fis-4294	312	36	7515.9	7515.9	NUM
fis-4294	312	37	1098.4	1098.4	NUM
fis-4294	312	38	sc12	sc12	PROPN
fis-4294	312	39	-	-	PUNCT
fis-4294	312	40	b16	b16	PROPN
fis-4294	312	41	-	-	PUNCT
fis-4294	312	42	1	1	NUM
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fis-4294	312	44	0.0201	0.0201	NUM
fis-4294	312	45	7586.2	7586.2	NUM
fis-4294	312	46	1467.4	1467.4	NUM
fis-4294	312	47	ss12	ss12	PROPN
fis-4294	312	48	-	-	PUNCT
fis-4294	312	49	b16	b16	PROPN
fis-4294	312	50	-	-	PUNCT
fis-4294	312	51	1	1	NUM
fis-4294	312	52	474.0	474.0	NUM
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fis-4294	312	54	7185.0	7185.0	NUM
fis-4294	312	55	1052.8	1052.8	NUM
fis-4294	312	56	sc12	sc12	PROPN
fis-4294	312	57	-	-	PUNCT
fis-4294	312	58	b20	b20	NOUN
fis-4294	312	59	-	-	PUNCT
fis-4294	312	60	1	1	NUM
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fis-4294	312	65	ss12	ss12	PROPN
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fis-4294	312	69	1	1	NUM
fis-4294	312	70	490.7	490.7	NUM
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fis-4294	312	72	8235.4	8235.4	NUM
fis-4294	312	73	1205.1	1205.1	NUM
fis-4294	312	74	sc12	sc12	PROPN
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fis-4294	312	76	b25	b25	NOUN
fis-4294	312	77	-	-	PUNCT
fis-4294	312	78	1	1	NUM
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fis-4294	312	81	8103.7	8103.7	NUM
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fis-4294	312	83	ss12	ss12	PROPN
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fis-4294	312	85	b25	b25	NOUN
fis-4294	312	86	-	-	PUNCT
fis-4294	312	87	1	1	NUM
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fis-4294	312	90	8225.9	8225.9	NUM
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fis-4294	312	92	500	500	NUM
fis-4294	312	93	sc12	sc12	PROPN
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fis-4294	312	95	b12	b12	NOUN
fis-4294	312	96	-	-	PUNCT
fis-4294	312	97	2	2	NUM
fis-4294	312	98	465.2	465.2	NUM
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fis-4294	312	103	ss12	ss12	PROPN
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fis-4294	312	105	b12	b12	NOUN
fis-4294	312	106	-	-	PUNCT
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fis-4294	312	121	ss12	ss12	PROPN
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fis-4294	312	125	2	2	NUM
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fis-4294	312	130	sc12	sc12	PROPN
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fis-4294	312	139	ss12	ss12	PROPN
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fis-4294	312	157	ss12	ss12	PROPN
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fis-4294	312	175	ss12	ss12	PROPN
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fis-4294	312	177	b25	b25	NOUN
fis-4294	312	178	-	-	SYM
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fis-4294	312	187	b12	b12	NOUN
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fis-4294	312	194	1000	1000	NUM
fis-4294	312	195	ss12	ss12	PROPN
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fis-4294	312	197	b12	b12	NOUN
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fis-4294	312	204	sc12	sc12	PROPN
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fis-4294	312	224	b16	b16	PROPN
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fis-4294	312	231	ss12	ss12	PROPN
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fis-4294	312	233	b16	b16	PROPN
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fis-4294	312	249	ss12	ss12	PROPN
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fis-4294	312	258	sc12	sc12	PROPN
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fis-4294	312	260	b25	b25	NOUN
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fis-4294	312	267	ss12	ss12	PROPN
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fis-4294	312	269	b25	b25	NOUN
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fis-4294	312	277	sc12	sc12	PROPN
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fis-4294	312	279	b12	b12	NOUN
fis-4294	312	280	-	-	PUNCT
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fis-4294	312	287	ss12	ss12	PROPN
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fis-4294	312	289	b12	b12	NOUN
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fis-4294	312	296	sc12	sc12	PROPN
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fis-4294	312	298	b15	b15	NOUN
fis-4294	312	299	-	-	PUNCT
fis-4294	312	300	4	4	NUM
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fis-4294	312	305	ss12	ss12	PROPN
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fis-4294	312	307	b15	b15	NOUN
fis-4294	312	308	-	-	PUNCT
fis-4294	312	309	4	4	NUM
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fis-4294	312	311	0.0205	0.0205	NUM
fis-4294	312	312	4079.4	4079.4	NUM
fis-4294	312	313	1645.8	1645.8	NUM
fis-4294	312	314	sc12	sc12	PROPN
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fis-4294	312	316	b16	b16	PROPN
fis-4294	312	317	-	-	PUNCT
fis-4294	312	318	4	4	NUM
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fis-4294	312	320	0.0206	0.0206	NUM
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fis-4294	312	323	ss12	ss12	PROPN
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fis-4294	312	325	b16	b16	PROPN
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fis-4294	312	332	sc12	sc12	PROPN
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fis-4294	312	334	b20	b20	NOUN
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fis-4294	312	336	4	4	NUM
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fis-4294	312	341	ss12	ss12	PROPN
fis-4294	312	342	-	-	PUNCT
fis-4294	312	343	b20	b20	NOUN
fis-4294	312	344	-	-	PUNCT
fis-4294	312	345	4	4	NUM
fis-4294	312	346	393.4	393.4	NUM
fis-4294	312	347	0.0195	0.0195	NUM
fis-4294	312	348	4770.2	4770.2	NUM
fis-4294	312	349	2017.8	2017.8	NUM
fis-4294	312	350	sc12	sc12	PROPN
fis-4294	312	351	-	-	PUNCT
fis-4294	312	352	b25	b25	NOUN
fis-4294	312	353	-	-	PUNCT
fis-4294	312	354	4	4	NUM
fis-4294	312	355	394.5	394.5	NUM
fis-4294	312	356	0.0192	0.0192	NUM
fis-4294	312	357	4880.2	4880.2	NUM
fis-4294	312	358	2316.6	2316.6	NUM
fis-4294	312	359	ss12	ss12	PROPN
fis-4294	312	360	-	-	PUNCT
fis-4294	312	361	b25	b25	NOUN
fis-4294	312	362	-	-	PUNCT
fis-4294	312	363	4	4	NUM
fis-4294	312	364	395.8	395.8	NUM
fis-4294	312	365	0.0193	0.0193	NUM
fis-4294	312	366	5165.2	5165.2	NUM
fis-4294	312	367	2234.8	2234.8	NUM
fis-4294	312	368	table	table	NOUN
fis-4294	312	369	9	9	NUM
fis-4294	312	370	:	:	PUNCT
fis-4294	312	371	numerical	numerical	ADJ
fis-4294	312	372	results	result	NOUN
fis-4294	312	373	for	for	ADP
fis-4294	312	374	various	various	ADJ
fis-4294	312	375	x	x	ADJ
fis-4294	312	376	-	-	ADJ
fis-4294	312	377	brace	brace	ADJ
fis-4294	312	378	sections	section	NOUN
fis-4294	312	379	of	of	ADP
fis-4294	312	380	the	the	DET
fis-4294	312	381	12	12	NUM
fis-4294	312	382	-	-	PUNCT
fis-4294	312	383	story	story	NOUN
fis-4294	312	384	buildings	building	NOUN
fis-4294	312	385	.	.	PUNCT
fis-4294	313	1	a.	a.	PROPN
fis-4294	313	2	j.	j.	PROPN
fis-4294	313	3	abdulridha	abdulridha	PROPN
fis-4294	313	4	,	,	PUNCT
fis-4294	313	5	frattura	frattura	PROPN
fis-4294	313	6	ed	ed	PROPN
fis-4294	313	7	integrità	integrità	PROPN
fis-4294	313	8	strutturale	strutturale	PROPN
fis-4294	313	9	,	,	PUNCT
fis-4294	313	10	66	66	NUM
fis-4294	313	11	(	(	PUNCT
fis-4294	313	12	2023	2023	NUM
fis-4294	313	13	)	)	PUNCT
fis-4294	313	14	273	273	NUM
fis-4294	313	15	-	-	SYM
fis-4294	313	16	296	296	NUM
fis-4294	313	17	;	;	PUNCT
fis-4294	313	18	doi	doi	NOUN
fis-4294	313	19	:	:	PUNCT
fis-4294	313	20	10.3221	10.3221	NUM
fis-4294	313	21	/	/	SYM
fis-4294	313	22	igf	igf	PROPN
fis-4294	313	23	-	-	ADJ
fis-4294	313	24	esis.66.17	esis.66.17	PROPN
fis-4294	313	25	291	291	NUM
fis-4294	313	26	figure	figure	NOUN
fis-4294	313	27	22	22	NUM
fis-4294	313	28	:	:	PUNCT
fis-4294	313	29	the	the	DET
fis-4294	313	30	story	story	NOUN
fis-4294	313	31	-	-	PUNCT
fis-4294	313	32	lateral	lateral	ADJ
fis-4294	313	33	drift	drift	NOUN
fis-4294	313	34	at	at	ADP
fis-4294	313	35	x	x	NOUN
fis-4294	313	36	-	-	NOUN
fis-4294	313	37	directions	direction	NOUN
fis-4294	313	38	of	of	ADP
fis-4294	313	39	the	the	DET
fis-4294	313	40	6	6	NUM
fis-4294	313	41	-	-	PUNCT
fis-4294	313	42	story	story	NOUN
fis-4294	313	43	buildings	building	NOUN
fis-4294	313	44	with	with	ADP
fis-4294	313	45	the	the	DET
fis-4294	313	46	various	various	ADJ
fis-4294	313	47	types	type	NOUN
fis-4294	313	48	of	of	ADP
fis-4294	313	49	x	x	NOUN
fis-4294	313	50	-	-	NOUN
fis-4294	313	51	brace	brace	NOUN
fis-4294	313	52	sections	section	NOUN
fis-4294	313	53	at	at	ADP
fis-4294	313	54	the	the	DET
fis-4294	313	55	corner	corner	NOUN
fis-4294	313	56	and	and	CCONJ
fis-4294	313	57	side	side	NOUN
fis-4294	313	58	positions	position	NOUN
fis-4294	313	59	.	.	PUNCT
fis-4294	314	1	figure	figure	VERB
fis-4294	314	2	23	23	NUM
fis-4294	314	3	:	:	PUNCT
fis-4294	314	4	the	the	DET
fis-4294	314	5	story	story	NOUN
fis-4294	314	6	-	-	PUNCT
fis-4294	314	7	lateral	lateral	ADJ
fis-4294	314	8	drift	drift	NOUN
fis-4294	314	9	at	at	ADP
fis-4294	314	10	y	y	NOUN
fis-4294	314	11	-	-	PUNCT
fis-4294	314	12	directions	direction	NOUN
fis-4294	314	13	of	of	ADP
fis-4294	314	14	the	the	DET
fis-4294	314	15	9	9	NUM
fis-4294	314	16	-	-	PUNCT
fis-4294	314	17	story	story	NOUN
fis-4294	314	18	buildings	building	NOUN
fis-4294	314	19	with	with	ADP
fis-4294	314	20	the	the	DET
fis-4294	314	21	various	various	ADJ
fis-4294	314	22	types	type	NOUN
fis-4294	314	23	of	of	ADP
fis-4294	314	24	x	x	NOUN
fis-4294	314	25	-	-	NOUN
fis-4294	314	26	brace	brace	NOUN
fis-4294	314	27	sections	section	NOUN
fis-4294	314	28	at	at	ADP
fis-4294	314	29	the	the	DET
fis-4294	314	30	corner	corner	NOUN
fis-4294	314	31	and	and	CCONJ
fis-4294	314	32	side	side	NOUN
fis-4294	314	33	positions	position	NOUN
fis-4294	314	34	.	.	PUNCT
fis-4294	315	1	a.	a.	PROPN
fis-4294	315	2	j.	j.	PROPN
fis-4294	315	3	abdulridha	abdulridha	PROPN
fis-4294	315	4	,	,	PUNCT
fis-4294	315	5	frattura	frattura	PROPN
fis-4294	315	6	ed	ed	PROPN
fis-4294	315	7	integrità	integrità	PROPN
fis-4294	315	8	strutturale	strutturale	PROPN
fis-4294	315	9	,	,	PUNCT
fis-4294	315	10	66	66	NUM
fis-4294	315	11	(	(	PUNCT
fis-4294	315	12	2023	2023	NUM
fis-4294	315	13	)	)	PUNCT
fis-4294	315	14	273	273	NUM
fis-4294	315	15	-	-	SYM
fis-4294	315	16	296	296	NUM
fis-4294	315	17	;	;	PUNCT
fis-4294	315	18	doi	doi	NOUN
fis-4294	315	19	:	:	PUNCT
fis-4294	315	20	10.3221	10.3221	NUM
fis-4294	315	21	/	/	SYM
fis-4294	315	22	igf	igf	PROPN
fis-4294	315	23	-	-	ADJ
fis-4294	315	24	esis.66.17	esis.66.17	PROPN
fis-4294	315	25	292	292	NUM
fis-4294	315	26	figure	figure	NOUN
fis-4294	315	27	24	24	NUM
fis-4294	315	28	:	:	PUNCT
fis-4294	315	29	the	the	DET
fis-4294	315	30	story	story	NOUN
fis-4294	315	31	-	-	PUNCT
fis-4294	315	32	lateral	lateral	ADJ
fis-4294	315	33	drift	drift	NOUN
fis-4294	315	34	at	at	ADP
fis-4294	315	35	y	y	NOUN
fis-4294	315	36	-	-	PUNCT
fis-4294	315	37	directions	direction	NOUN
fis-4294	315	38	of	of	ADP
fis-4294	315	39	the	the	DET
fis-4294	315	40	12	12	NUM
fis-4294	315	41	-	-	PUNCT
fis-4294	315	42	story	story	NOUN
fis-4294	315	43	buildings	building	NOUN
fis-4294	315	44	with	with	ADP
fis-4294	315	45	the	the	DET
fis-4294	315	46	various	various	ADJ
fis-4294	315	47	types	type	NOUN
fis-4294	315	48	of	of	ADP
fis-4294	315	49	x	x	NOUN
fis-4294	315	50	-	-	NOUN
fis-4294	315	51	brace	brace	NOUN
fis-4294	315	52	sections	section	NOUN
fis-4294	315	53	at	at	ADP
fis-4294	315	54	the	the	DET
fis-4294	315	55	corner	corner	NOUN
fis-4294	315	56	and	and	CCONJ
fis-4294	315	57	side	side	NOUN
fis-4294	315	58	positions	position	NOUN
fis-4294	315	59	.	.	PUNCT
fis-4294	316	1	when	when	SCONJ
fis-4294	316	2	the	the	DET
fis-4294	316	3	eccentric	eccentric	ADJ
fis-4294	316	4	x	x	NOUN
fis-4294	316	5	-	-	NOUN
fis-4294	316	6	brace	brace	NOUN
fis-4294	316	7	is	be	AUX
fis-4294	316	8	at	at	ADP
fis-4294	316	9	a	a	DET
fis-4294	316	10	corner	corner	NOUN
fis-4294	316	11	position	position	NOUN
fis-4294	316	12	,	,	PUNCT
fis-4294	316	13	modifying	modify	VERB
fis-4294	316	14	its	its	PRON
fis-4294	316	15	section	section	NOUN
fis-4294	316	16	is	be	AUX
fis-4294	316	17	most	most	ADV
fis-4294	316	18	successful	successful	ADJ
fis-4294	316	19	in	in	ADP
fis-4294	316	20	reducing	reduce	VERB
fis-4294	316	21	the	the	DET
fis-4294	316	22	brace	brace	NOUN
fis-4294	316	23	force	force	NOUN
fis-4294	316	24	for	for	ADP
fis-4294	316	25	6	6	NUM
fis-4294	316	26	-	-	PUNCT
fis-4294	316	27	story	story	NOUN
fis-4294	316	28	multi	multi	ADJ
fis-4294	316	29	-	-	ADJ
fis-4294	316	30	story	story	ADJ
fis-4294	316	31	structures	structure	NOUN
fis-4294	316	32	,	,	PUNCT
fis-4294	316	33	as	as	SCONJ
fis-4294	316	34	opposed	oppose	VERB
fis-4294	316	35	to	to	ADP
fis-4294	316	36	9and	9and	PROPN
fis-4294	316	37	12	12	NUM
fis-4294	316	38	-	-	PUNCT
fis-4294	316	39	story	story	NOUN
fis-4294	316	40	multi	multi	ADJ
fis-4294	316	41	-	-	ADJ
fis-4294	316	42	story	story	ADJ
fis-4294	316	43	buildings	building	NOUN
fis-4294	316	44	.	.	PUNCT
fis-4294	317	1	large	large	ADJ
fis-4294	317	2	sections	section	NOUN
fis-4294	317	3	are	be	AUX
fis-4294	317	4	required	require	VERB
fis-4294	317	5	for	for	ADP
fis-4294	317	6	eccentric	eccentric	ADJ
fis-4294	317	7	x	x	NOUN
fis-4294	317	8	-	-	NOUN
fis-4294	317	9	braces	brace	NOUN
fis-4294	317	10	to	to	PART
fis-4294	317	11	resist	resist	VERB
fis-4294	317	12	earthquake	earthquake	NOUN
fis-4294	317	13	stresses	stress	NOUN
fis-4294	317	14	,	,	PUNCT
fis-4294	317	15	which	which	PRON
fis-4294	317	16	drives	drive	VERB
fis-4294	317	17	up	up	ADP
fis-4294	317	18	the	the	DET
fis-4294	317	19	cost	cost	NOUN
fis-4294	317	20	of	of	ADP
fis-4294	317	21	the	the	DET
fis-4294	317	22	materials	material	NOUN
fis-4294	317	23	used	use	VERB
fis-4294	317	24	compared	compare	VERB
fis-4294	317	25	to	to	ADP
fis-4294	317	26	bracing	brace	VERB
fis-4294	317	27	structures	structure	NOUN
fis-4294	317	28	,	,	PUNCT
fis-4294	317	29	reducing	reduce	VERB
fis-4294	317	30	section	section	NOUN
fis-4294	317	31	size	size	NOUN
fis-4294	317	32	.	.	PUNCT
fis-4294	318	1	the	the	DET
fis-4294	318	2	study	study	NOUN
fis-4294	318	3	results	result	NOUN
fis-4294	318	4	may	may	AUX
fis-4294	318	5	show	show	VERB
fis-4294	318	6	the	the	DET
fis-4294	318	7	x	x	NOUN
fis-4294	318	8	-	-	ADJ
fis-4294	318	9	bracing	brace	VERB
fis-4294	318	10	system	system	NOUN
fis-4294	318	11	's	's	PART
fis-4294	318	12	ability	ability	NOUN
fis-4294	318	13	to	to	PART
fis-4294	318	14	strengthen	strengthen	VERB
fis-4294	318	15	the	the	DET
fis-4294	318	16	building	building	NOUN
fis-4294	318	17	's	's	PART
fis-4294	318	18	stiffness	stiffness	NOUN
fis-4294	318	19	and	and	CCONJ
fis-4294	318	20	minimize	minimize	VERB
fis-4294	318	21	displacement	displacement	NOUN
fis-4294	318	22	.	.	PUNCT
fis-4294	319	1	to	to	PART
fis-4294	319	2	compensate	compensate	VERB
fis-4294	319	3	for	for	ADP
fis-4294	319	4	eccentricity	eccentricity	NOUN
fis-4294	319	5	's	's	PART
fis-4294	319	6	effect	effect	NOUN
fis-4294	319	7	on	on	ADP
fis-4294	319	8	rigidity	rigidity	NOUN
fis-4294	319	9	loss	loss	NOUN
fis-4294	319	10	,	,	PUNCT
fis-4294	319	11	expanding	expand	VERB
fis-4294	319	12	the	the	DET
fis-4294	319	13	x	x	ADJ
fis-4294	319	14	-	-	ADJ
fis-4294	319	15	braced	braced	ADJ
fis-4294	319	16	member	member	NOUN
fis-4294	319	17	's	's	PART
fis-4294	319	18	crosssection	crosssection	NOUN
fis-4294	319	19	may	may	AUX
fis-4294	319	20	help	help	VERB
fis-4294	319	21	.	.	PUNCT
fis-4294	320	1	moreover	moreover	ADV
fis-4294	320	2	,	,	PUNCT
fis-4294	320	3	the	the	DET
fis-4294	320	4	horizontal	horizontal	ADJ
fis-4294	320	5	movement	movement	NOUN
fis-4294	320	6	of	of	ADP
fis-4294	320	7	eccentric	eccentric	ADJ
fis-4294	320	8	x	x	NOUN
fis-4294	320	9	-	-	NOUN
fis-4294	320	10	braces	brace	NOUN
fis-4294	320	11	is	be	AUX
fis-4294	320	12	more	more	ADV
fis-4294	320	13	significant	significant	ADJ
fis-4294	320	14	.	.	PUNCT
fis-4294	321	1	the	the	DET
fis-4294	321	2	ductility	ductility	NOUN
fis-4294	321	3	of	of	ADP
fis-4294	321	4	the	the	DET
fis-4294	321	5	eccentric	eccentric	ADJ
fis-4294	321	6	brace	brace	NOUN
fis-4294	321	7	frame	frame	NOUN
fis-4294	321	8	varies	vary	VERB
fis-4294	321	9	greatly	greatly	ADV
fis-4294	321	10	depending	depend	VERB
fis-4294	321	11	on	on	ADP
fis-4294	321	12	the	the	DET
fis-4294	321	13	x	x	NOUN
fis-4294	321	14	-	-	NOUN
fis-4294	321	15	brace	brace	NOUN
fis-4294	321	16	section	section	NOUN
fis-4294	321	17	and	and	CCONJ
fis-4294	321	18	eccentricity	eccentricity	NOUN
fis-4294	321	19	since	since	SCONJ
fis-4294	321	20	an	an	DET
fis-4294	321	21	eccentric	eccentric	ADJ
fis-4294	321	22	x	x	NOUN
fis-4294	321	23	-	-	NOUN
fis-4294	321	24	brace	brace	NOUN
fis-4294	321	25	can	can	AUX
fis-4294	321	26	absorb	absorb	VERB
fis-4294	321	27	tremendous	tremendous	ADJ
fis-4294	321	28	energy	energy	NOUN
fis-4294	321	29	.	.	PUNCT
fis-4294	322	1	height	height	NOUN
fis-4294	322	2	,	,	PUNCT
fis-4294	322	3	eccentricity	eccentricity	NOUN
fis-4294	322	4	,	,	PUNCT
fis-4294	322	5	section	section	NOUN
fis-4294	322	6	size	size	NOUN
fis-4294	322	7	,	,	PUNCT
fis-4294	322	8	and	and	CCONJ
fis-4294	322	9	the	the	DET
fis-4294	322	10	position	position	NOUN
fis-4294	322	11	of	of	ADP
fis-4294	322	12	the	the	DET
fis-4294	322	13	x	x	NOUN
fis-4294	322	14	-	-	NOUN
fis-4294	322	15	brace	brace	NOUN
fis-4294	322	16	in	in	ADP
fis-4294	322	17	steel	steel	NOUN
fis-4294	322	18	all	all	PRON
fis-4294	322	19	influence	influence	VERB
fis-4294	322	20	the	the	DET
fis-4294	322	21	frequency	frequency	NOUN
fis-4294	322	22	with	with	ADP
fis-4294	322	23	which	which	PRON
fis-4294	322	24	an	an	DET
fis-4294	322	25	architectural	architectural	ADJ
fis-4294	322	26	design	design	NOUN
fis-4294	322	27	arises	arise	VERB
fis-4294	322	28	in	in	ADP
fis-4294	322	29	nature	nature	NOUN
fis-4294	322	30	.	.	PUNCT
fis-4294	323	1	natural	natural	ADJ
fis-4294	323	2	frequency	frequency	NOUN
fis-4294	323	3	and	and	CCONJ
fis-4294	323	4	period	period	NOUN
fis-4294	323	5	of	of	ADP
fis-4294	323	6	all	all	DET
fis-4294	323	7	buildings	building	NOUN
fis-4294	323	8	is	be	AUX
fis-4294	323	9	shown	show	VERB
fis-4294	323	10	in	in	ADP
fis-4294	323	11	tabs	tab	NOUN
fis-4294	323	12	.	.	PUNCT
fis-4294	324	1	10	10	NUM
fis-4294	324	2	and	and	CCONJ
fis-4294	324	3	11	11	NUM
fis-4294	324	4	.	.	PUNCT
fis-4294	325	1	a	a	DET
fis-4294	325	2	structure	structure	NOUN
fis-4294	325	3	's	's	PART
fis-4294	325	4	natural	natural	ADJ
fis-4294	325	5	frequency	frequency	NOUN
fis-4294	325	6	is	be	AUX
fis-4294	325	7	more	more	ADV
fis-4294	325	8	significant	significant	ADJ
fis-4294	325	9	at	at	ADP
fis-4294	325	10	lower	low	ADJ
fis-4294	325	11	heights	height	NOUN
fis-4294	325	12	and	and	CCONJ
fis-4294	325	13	decreases	decrease	NOUN
fis-4294	325	14	with	with	ADP
fis-4294	325	15	increasing	increase	VERB
fis-4294	325	16	eccentricity	eccentricity	NOUN
fis-4294	325	17	and	and	CCONJ
fis-4294	325	18	increases	increase	VERB
fis-4294	325	19	the	the	DET
fis-4294	325	20	section	section	NOUN
fis-4294	325	21	size	size	NOUN
fis-4294	325	22	.	.	PUNCT
fis-4294	326	1	because	because	SCONJ
fis-4294	326	2	the	the	DET
fis-4294	326	3	side	side	NOUN
fis-4294	326	4	position	position	NOUN
fis-4294	326	5	is	be	AUX
fis-4294	326	6	more	more	ADV
fis-4294	326	7	flexible	flexible	ADJ
fis-4294	326	8	,	,	PUNCT
fis-4294	326	9	the	the	DET
fis-4294	326	10	natural	natural	ADJ
fis-4294	326	11	frequency	frequency	NOUN
fis-4294	326	12	of	of	ADP
fis-4294	326	13	a	a	DET
fis-4294	326	14	structure	structure	NOUN
fis-4294	326	15	with	with	ADP
fis-4294	326	16	an	an	DET
fis-4294	326	17	x	x	NOUN
fis-4294	326	18	-	-	NOUN
fis-4294	326	19	brace	brace	NOUN
fis-4294	326	20	in	in	ADP
fis-4294	326	21	the	the	DET
fis-4294	326	22	side	side	NOUN
fis-4294	326	23	position	position	NOUN
fis-4294	326	24	is	be	AUX
fis-4294	326	25	upper	upper	ADJ
fis-4294	326	26	than	than	ADP
fis-4294	326	27	that	that	PRON
fis-4294	326	28	of	of	ADP
fis-4294	326	29	a	a	DET
fis-4294	326	30	structure	structure	NOUN
fis-4294	326	31	with	with	ADP
fis-4294	326	32	6	6	NUM
fis-4294	326	33	-	-	PUNCT
fis-4294	326	34	story	story	NOUN
fis-4294	326	35	with	with	ADP
fis-4294	326	36	an	an	DET
fis-4294	326	37	x	x	NOUN
fis-4294	326	38	-	-	NOUN
fis-4294	326	39	brace	brace	NOUN
fis-4294	326	40	in	in	ADP
fis-4294	326	41	the	the	DET
fis-4294	326	42	corner	corner	NOUN
fis-4294	326	43	and	and	CCONJ
fis-4294	326	44	the	the	DET
fis-4294	326	45	natural	natural	ADJ
fis-4294	326	46	frequency	frequency	NOUN
fis-4294	326	47	of	of	ADP
fis-4294	326	48	a	a	DET
fis-4294	326	49	structure	structure	NOUN
fis-4294	326	50	with	with	ADP
fis-4294	326	51	an	an	DET
fis-4294	326	52	x	x	NOUN
fis-4294	326	53	-	-	NOUN
fis-4294	326	54	brace	brace	NOUN
fis-4294	326	55	in	in	ADP
fis-4294	326	56	the	the	DET
fis-4294	326	57	side	side	NOUN
fis-4294	326	58	position	position	NOUN
fis-4294	326	59	is	be	AUX
fis-4294	326	60	lower	low	ADJ
fis-4294	326	61	than	than	ADP
fis-4294	326	62	that	that	PRON
fis-4294	326	63	of	of	ADP
fis-4294	326	64	a	a	DET
fis-4294	326	65	structure	structure	NOUN
fis-4294	326	66	with	with	ADP
fis-4294	326	67	9	9	NUM
fis-4294	326	68	and	and	CCONJ
fis-4294	326	69	12	12	NUM
fis-4294	326	70	-	-	PUNCT
fis-4294	326	71	story	story	NOUN
fis-4294	326	72	with	with	ADP
fis-4294	326	73	an	an	DET
fis-4294	326	74	x	x	NOUN
fis-4294	326	75	-	-	NOUN
fis-4294	326	76	brace	brace	NOUN
fis-4294	326	77	in	in	ADP
fis-4294	326	78	the	the	DET
fis-4294	326	79	corner	corner	NOUN
fis-4294	326	80	.	.	PUNCT
fis-4294	327	1	eccentricity	eccentricity	NOUN
fis-4294	327	2	(	(	PUNCT
fis-4294	327	3	mm	mm	INTJ
fis-4294	327	4	)	)	PUNCT
fis-4294	327	5	building	building	NOUN
fis-4294	327	6	i	i	PROPN
fis-4294	327	7	d	d	PROPN
fis-4294	327	8	frequency	frequency	PROPN
fis-4294	327	9	cyc	cyc	PROPN
fis-4294	327	10	/	/	SYM
fis-4294	327	11	sec	sec	PROPN
fis-4294	327	12	building	building	NOUN
fis-4294	327	13	i	i	PROPN
fis-4294	327	14	d	d	PROPN
fis-4294	327	15	frequency	frequency	PROPN
fis-4294	327	16	cyc	cyc	PROPN
fis-4294	327	17	/	/	SYM
fis-4294	327	18	sec	sec	PROPN
fis-4294	327	19	building	building	NOUN
fis-4294	327	20	i	i	PROPN
fis-4294	327	21	d	d	PROPN
fis-4294	327	22	frequency	frequency	PROPN
fis-4294	327	23	cyc	cyc	PROPN
fis-4294	327	24	/	/	SYM
fis-4294	327	25	sec	sec	PROPN
fis-4294	327	26	building	building	NOUN
fis-4294	327	27	i	i	PROPN
fis-4294	327	28	d	d	PROPN
fis-4294	327	29	frequency	frequency	PROPN
fis-4294	327	30	cyc	cyc	PROPN
fis-4294	327	31	/	/	SYM
fis-4294	327	32	sec	sec	PROPN
fis-4294	327	33	building	building	NOUN
fis-4294	327	34	i	i	PROPN
fis-4294	327	35	d	d	PROPN
fis-4294	327	36	frequency	frequency	PROPN
fis-4294	327	37	cyc	cyc	PROPN
fis-4294	327	38	/	/	SYM
fis-4294	327	39	sec	sec	PROPN
fis-4294	327	40	building	building	NOUN
fis-4294	327	41	i	i	PROPN
fis-4294	327	42	d	d	PROPN
fis-4294	327	43	frequency	frequency	PROPN
fis-4294	327	44	cyc	cyc	PROPN
fis-4294	327	45	/	/	SYM
fis-4294	327	46	sec	sec	PROPN
fis-4294	327	47	0	0	NUM
fis-4294	327	48	sc6	sc6	ADJ
fis-4294	327	49	-	-	PUNCT
fis-4294	327	50	b12	b12	NOUN
fis-4294	327	51	-	-	PUNCT
fis-4294	327	52	1	1	NUM
fis-4294	327	53	0.821	0.821	NUM
fis-4294	327	54	sc9	sc9	NOUN
fis-4294	327	55	-	-	PUNCT
fis-4294	327	56	b12	b12	NOUN
fis-4294	327	57	-	-	PUNCT
fis-4294	327	58	1	1	NUM
fis-4294	327	59	0.506	0.506	NUM
fis-4294	327	60	sc12	sc12	PROPN
fis-4294	327	61	-	-	PUNCT
fis-4294	327	62	b12	b12	NOUN
fis-4294	327	63	-	-	PUNCT
fis-4294	327	64	1	1	NUM
fis-4294	327	65	0.349	0.349	NUM
fis-4294	327	66	ss6	ss6	NOUN
fis-4294	327	67	-	-	PUNCT
fis-4294	327	68	b12	b12	NOUN
fis-4294	327	69	-	-	PUNCT
fis-4294	327	70	1	1	NUM
fis-4294	327	71	0.864	0.864	NUM
fis-4294	327	72	ss9	ss9	PROPN
fis-4294	327	73	-	-	PUNCT
fis-4294	327	74	b12	b12	NOUN
fis-4294	327	75	-	-	PUNCT
fis-4294	327	76	1	1	NUM
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fis-4294	327	78	ss12	ss12	PROPN
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fis-4294	327	80	b12	b12	NOUN
fis-4294	327	81	-	-	PUNCT
fis-4294	327	82	1	1	NUM
fis-4294	327	83	0.346	0.346	NUM
fis-4294	327	84	sc6	sc6	ADJ
fis-4294	327	85	-	-	PUNCT
fis-4294	327	86	b15	b15	NOUN
fis-4294	327	87	-	-	PUNCT
fis-4294	327	88	1	1	NUM
fis-4294	327	89	0.862	0.862	NUM
fis-4294	327	90	sc9	sc9	NOUN
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fis-4294	327	92	b15	b15	NOUN
fis-4294	327	93	-	-	PUNCT
fis-4294	327	94	1	1	NUM
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fis-4294	327	96	sc12	sc12	PROPN
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fis-4294	327	98	b15	b15	NOUN
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fis-4294	327	100	1	1	NUM
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fis-4294	327	102	ss6	ss6	NOUN
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fis-4294	327	106	1	1	NUM
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fis-4294	327	112	1	1	NUM
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fis-4294	327	114	ss12	ss12	PROPN
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fis-4294	327	120	sc6	sc6	ADJ
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fis-4294	327	124	1	1	NUM
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fis-4294	327	130	1	1	NUM
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fis-4294	327	132	sc12	sc12	PROPN
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fis-4294	327	136	1	1	NUM
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fis-4294	327	142	1	1	NUM
fis-4294	327	143	0.901	0.901	NUM
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fis-4294	327	148	1	1	NUM
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fis-4294	327	150	ss12	ss12	PROPN
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fis-4294	327	152	b16	b16	PROPN
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fis-4294	327	154	1	1	NUM
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fis-4294	327	156	sc6	sc6	ADJ
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fis-4294	327	158	b20	b20	NOUN
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fis-4294	327	160	1	1	NUM
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fis-4294	327	166	1	1	NUM
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fis-4294	327	170	b20	b20	NOUN
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fis-4294	327	172	1	1	NUM
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fis-4294	327	178	1	1	NUM
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fis-4294	327	184	1	1	NUM
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fis-4294	327	192	sc6	sc6	ADJ
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fis-4294	327	194	b25	b25	NOUN
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fis-4294	327	196	1	1	NUM
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fis-4294	327	202	1	1	NUM
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fis-4294	327	206	b25	b25	NOUN
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fis-4294	327	208	1	1	NUM
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fis-4294	327	210	ss6	ss6	PROPN
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fis-4294	327	214	1	1	NUM
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fis-4294	327	220	1	1	NUM
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fis-4294	327	226	1	1	NUM
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fis-4294	327	229	sc6	sc6	ADJ
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fis-4294	327	233	2	2	NUM
fis-4294	327	234	0.789	0.789	NUM
fis-4294	327	235	sc9	sc9	NOUN
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fis-4294	327	237	b12	b12	NOUN
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fis-4294	327	239	2	2	NUM
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fis-4294	327	245	2	2	NUM
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fis-4294	327	247	ss6	ss6	NOUN
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fis-4294	327	249	b12	b12	NOUN
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fis-4294	327	251	2	2	NUM
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fis-4294	327	261	b12	b12	NOUN
fis-4294	327	262	-	-	PUNCT
fis-4294	327	263	2	2	NUM
fis-4294	327	264	0.337	0.337	NUM
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fis-4294	327	269	2	2	NUM
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fis-4294	327	275	2	2	NUM
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fis-4294	327	305	2	2	NUM
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fis-4294	327	345	b20	b20	NOUN
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fis-4294	327	353	2	2	NUM
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fis-4294	327	357	b20	b20	NOUN
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fis-4294	327	773	:	:	PUNCT
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fis-4294	328	770	4	4	NUM
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fis-4294	328	782	4	4	NUM
fis-4294	328	783	3.828	3.828	NUM
fis-4294	328	784	table	table	NOUN
fis-4294	328	785	11	11	NUM
fis-4294	328	786	:	:	PUNCT
fis-4294	328	787	period	period	NOUN
fis-4294	328	788	of	of	ADP
fis-4294	328	789	all	all	DET
fis-4294	328	790	buildings	building	NOUN
fis-4294	328	791	.	.	PUNCT
fis-4294	329	1	regarding	regard	VERB
fis-4294	329	2	structural	structural	ADJ
fis-4294	329	3	performance	performance	NOUN
fis-4294	329	4	,	,	PUNCT
fis-4294	329	5	modifying	modify	VERB
fis-4294	329	6	the	the	DET
fis-4294	329	7	bracing	brace	VERB
fis-4294	329	8	section	section	NOUN
fis-4294	329	9	increases	increase	VERB
fis-4294	329	10	ultimate	ultimate	ADJ
fis-4294	329	11	loads	load	NOUN
fis-4294	329	12	while	while	SCONJ
fis-4294	329	13	slightly	slightly	ADV
fis-4294	329	14	decreasing	decrease	VERB
fis-4294	329	15	displacement	displacement	NOUN
fis-4294	329	16	.	.	PUNCT
fis-4294	330	1	changing	change	VERB
fis-4294	330	2	the	the	DET
fis-4294	330	3	bracing	bracing	ADJ
fis-4294	330	4	section	section	NOUN
fis-4294	330	5	area	area	NOUN
fis-4294	330	6	in	in	ADP
fis-4294	330	7	an	an	DET
fis-4294	330	8	eccentric	eccentric	ADJ
fis-4294	330	9	frame	frame	NOUN
fis-4294	330	10	influences	influence	VERB
fis-4294	330	11	the	the	DET
fis-4294	330	12	stresses	stress	NOUN
fis-4294	330	13	at	at	ADP
fis-4294	330	14	failure	failure	NOUN
fis-4294	330	15	,	,	PUNCT
fis-4294	330	16	the	the	DET
fis-4294	330	17	displacement	displacement	NOUN
fis-4294	330	18	at	at	ADP
fis-4294	330	19	failure	failure	NOUN
fis-4294	330	20	,	,	PUNCT
fis-4294	330	21	and	and	CCONJ
fis-4294	330	22	the	the	DET
fis-4294	330	23	ductility	ductility	NOUN
fis-4294	330	24	value	value	NOUN
fis-4294	330	25	.	.	PUNCT
fis-4294	331	1	greater	great	ADJ
fis-4294	331	2	bracing	brace	VERB
fis-4294	331	3	area	area	NOUN
fis-4294	331	4	results	result	NOUN
fis-4294	331	5	in	in	ADP
fis-4294	331	6	higher	high	ADJ
fis-4294	331	7	ultimate	ultimate	ADJ
fis-4294	331	8	pressures	pressure	NOUN
fis-4294	331	9	but	but	CCONJ
fis-4294	331	10	lower	low	ADJ
fis-4294	331	11	ultimate	ultimate	ADJ
fis-4294	331	12	displacement	displacement	NOUN
fis-4294	331	13	and	and	CCONJ
fis-4294	331	14	less	less	ADJ
fis-4294	331	15	ductility	ductility	NOUN
fis-4294	331	16	.	.	PUNCT
fis-4294	332	1	almost	almost	ADV
fis-4294	332	2	all	all	DET
fis-4294	332	3	buildings	building	NOUN
fis-4294	332	4	need	need	VERB
fis-4294	332	5	to	to	PART
fis-4294	332	6	be	be	AUX
fis-4294	332	7	designed	design	VERB
fis-4294	332	8	to	to	PART
fis-4294	332	9	disperse	disperse	VERB
fis-4294	332	10	energy	energy	NOUN
fis-4294	332	11	when	when	SCONJ
fis-4294	332	12	earthquakes	earthquake	NOUN
fis-4294	332	13	occur	occur	VERB
fis-4294	332	14	.	.	PUNCT
fis-4294	333	1	they	they	PRON
fis-4294	333	2	need	need	VERB
fis-4294	333	3	to	to	PART
fis-4294	333	4	disperse	disperse	VERB
fis-4294	333	5	the	the	DET
fis-4294	333	6	energy	energy	NOUN
fis-4294	333	7	without	without	ADP
fis-4294	333	8	compromising	compromise	VERB
fis-4294	333	9	the	the	DET
fis-4294	333	10	structure	structure	NOUN
fis-4294	333	11	's	's	PART
fis-4294	333	12	integrity	integrity	NOUN
fis-4294	333	13	so	so	SCONJ
fis-4294	333	14	that	that	SCONJ
fis-4294	333	15	the	the	DET
fis-4294	333	16	stresses	stress	NOUN
fis-4294	333	17	from	from	ADP
fis-4294	333	18	earthquakes	earthquake	NOUN
fis-4294	333	19	and	and	CCONJ
fis-4294	333	20	gravity	gravity	NOUN
fis-4294	333	21	may	may	AUX
fis-4294	333	22	be	be	AUX
fis-4294	333	23	transferred	transfer	VERB
fis-4294	333	24	to	to	ADP
fis-4294	333	25	the	the	DET
fis-4294	333	26	foundation	foundation	NOUN
fis-4294	333	27	.	.	PUNCT
fis-4294	334	1	modern	modern	ADJ
fis-4294	334	2	performance	performance	NOUN
fis-4294	334	3	-	-	PUNCT
fis-4294	334	4	based	base	VERB
fis-4294	334	5	seismic	seismic	ADJ
fis-4294	334	6	engineering	engineering	NOUN
fis-4294	334	7	in	in	ADP
fis-4294	334	8	steel	steel	NOUN
fis-4294	334	9	structures	structure	NOUN
fis-4294	334	10	has	have	VERB
fis-4294	334	11	several	several	ADJ
fis-4294	334	12	design	design	NOUN
fis-4294	334	13	goals	goal	NOUN
fis-4294	334	14	.	.	PUNCT
fis-4294	335	1	eccentric	eccentric	ADJ
fis-4294	335	2	x	x	NOUN
fis-4294	335	3	-	-	NOUN
fis-4294	335	4	braces	brace	NOUN
fis-4294	335	5	are	be	AUX
fis-4294	335	6	a	a	DET
fis-4294	335	7	beneficial	beneficial	ADJ
fis-4294	335	8	structural	structural	ADJ
fis-4294	335	9	component	component	NOUN
fis-4294	335	10	of	of	ADP
fis-4294	335	11	an	an	DET
fis-4294	335	12	appropriate	appropriate	ADJ
fis-4294	335	13	structural	structural	ADJ
fis-4294	335	14	typology	typology	NOUN
fis-4294	335	15	for	for	ADP
fis-4294	335	16	accomplishing	accomplish	VERB
fis-4294	335	17	these	these	DET
fis-4294	335	18	goals	goal	NOUN
fis-4294	335	19	.	.	PUNCT
fis-4294	336	1	in	in	ADP
fis-4294	336	2	order	order	NOUN
fis-4294	336	3	to	to	PART
fis-4294	336	4	resist	resist	VERB
fis-4294	336	5	severe	severe	ADJ
fis-4294	336	6	earthquakes	earthquake	NOUN
fis-4294	336	7	,	,	PUNCT
fis-4294	336	8	buildings	building	NOUN
fis-4294	336	9	need	need	VERB
fis-4294	336	10	a	a	DET
fis-4294	336	11	frame	frame	NOUN
fis-4294	336	12	structure	structure	NOUN
fis-4294	336	13	with	with	ADP
fis-4294	336	14	high	high	ADJ
fis-4294	336	15	lateral	lateral	ADJ
fis-4294	336	16	strength	strength	NOUN
fis-4294	336	17	and	and	CCONJ
fis-4294	336	18	stiffness	stiffness	NOUN
fis-4294	336	19	and	and	CCONJ
fis-4294	336	20	good	good	ADJ
fis-4294	336	21	energy	energy	NOUN
fis-4294	336	22	dissipation	dissipation	NOUN
fis-4294	336	23	capabilities	capability	NOUN
fis-4294	336	24	.	.	PUNCT
fis-4294	337	1	regarding	regard	VERB
fis-4294	337	2	strength	strength	NOUN
fis-4294	337	3	and	and	CCONJ
fis-4294	337	4	flexibility	flexibility	NOUN
fis-4294	337	5	,	,	PUNCT
fis-4294	337	6	eccentric	eccentric	ADJ
fis-4294	337	7	x	x	NOUN
fis-4294	337	8	-	-	NOUN
fis-4294	337	9	braces	brace	NOUN
fis-4294	337	10	are	be	AUX
fis-4294	337	11	hard	hard	ADJ
fis-4294	337	12	to	to	PART
fis-4294	337	13	beat	beat	VERB
fis-4294	337	14	.	.	PUNCT
fis-4294	338	1	they	they	PRON
fis-4294	338	2	feature	feature	VERB
fis-4294	338	3	the	the	DET
fis-4294	338	4	best	good	ADJ
fis-4294	338	5	of	of	ADP
fis-4294	338	6	both	both	PRON
fis-4294	338	7	moment	moment	NOUN
fis-4294	338	8	-	-	PUNCT
fis-4294	338	9	resisting	resist	VERB
fis-4294	338	10	and	and	CCONJ
fis-4294	338	11	concentrically	concentrically	ADV
fis-4294	338	12	braced	braced	ADJ
fis-4294	338	13	frames	frame	NOUN
fis-4294	338	14	.	.	PUNCT
fis-4294	339	1	the	the	DET
fis-4294	339	2	first	first	ADJ
fis-4294	339	3	computational	computational	ADJ
fis-4294	339	4	studies	study	NOUN
fis-4294	339	5	of	of	ADP
fis-4294	339	6	typical	typical	ADJ
fis-4294	339	7	eccentrically	eccentrically	ADV
fis-4294	339	8	braced	braced	ADJ
fis-4294	339	9	structures	structure	NOUN
fis-4294	339	10	subjected	subject	VERB
fis-4294	339	11	to	to	ADP
fis-4294	339	12	lateral	lateral	ADJ
fis-4294	339	13	static	static	ADJ
fis-4294	339	14	stresses	stress	NOUN
fis-4294	339	15	found	find	VERB
fis-4294	339	16	that	that	SCONJ
fis-4294	339	17	eccentric	eccentric	ADJ
fis-4294	339	18	x	x	NOUN
fis-4294	339	19	-	-	NOUN
fis-4294	339	20	braces	brace	NOUN
fis-4294	339	21	were	be	AUX
fis-4294	339	22	better	well	ADJ
fis-4294	339	23	at	at	ADP
fis-4294	339	24	handling	handle	VERB
fis-4294	339	25	earthquakes	earthquake	NOUN
fis-4294	339	26	.	.	PUNCT
fis-4294	340	1	conclusions	conclusion	NOUN
fis-4294	340	2	ur	ur	INTJ
fis-4294	340	3	findings	finding	VERB
fis-4294	340	4	on	on	ADP
fis-4294	340	5	how	how	SCONJ
fis-4294	340	6	eccentricity	eccentricity	NOUN
fis-4294	340	7	and	and	CCONJ
fis-4294	340	8	cross	cross	NOUN
fis-4294	340	9	-	-	NOUN
fis-4294	340	10	section	section	NOUN
fis-4294	340	11	of	of	ADP
fis-4294	340	12	x	x	NOUN
fis-4294	340	13	-	-	NOUN
fis-4294	340	14	braces	brace	VERB
fis-4294	340	15	influence	influence	NOUN
fis-4294	340	16	the	the	DET
fis-4294	340	17	performance	performance	NOUN
fis-4294	340	18	of	of	ADP
fis-4294	340	19	steel	steel	NOUN
fis-4294	340	20	frame	frame	NOUN
fis-4294	340	21	multistory	multistory	ADJ
fis-4294	340	22	structures	structure	NOUN
fis-4294	340	23	were	be	AUX
fis-4294	340	24	analyzed	analyze	VERB
fis-4294	340	25	using	use	VERB
fis-4294	340	26	the	the	DET
fis-4294	340	27	latest	late	ADJ
fis-4294	340	28	version	version	NOUN
fis-4294	340	29	of	of	ADP
fis-4294	340	30	the	the	DET
fis-4294	340	31	etabs	etab	NOUN
fis-4294	340	32	program	program	NOUN
fis-4294	340	33	.	.	PUNCT
fis-4294	341	1	possible	possible	ADJ
fis-4294	341	2	conclusion	conclusion	NOUN
fis-4294	341	3	:	:	PUNCT
fis-4294	341	4			NOUN
fis-4294	341	5	in	in	ADP
fis-4294	341	6	multi	multi	ADJ
fis-4294	341	7	-	-	ADJ
fis-4294	341	8	story	story	ADJ
fis-4294	341	9	buildings	building	NOUN
fis-4294	341	10	with	with	ADP
fis-4294	341	11	six	six	NUM
fis-4294	341	12	stories	story	NOUN
fis-4294	341	13	,	,	PUNCT
fis-4294	341	14	the	the	DET
fis-4294	341	15	eccentric	eccentric	ADJ
fis-4294	341	16	x	x	NOUN
fis-4294	341	17	-	-	NOUN
fis-4294	341	18	brace	brace	NOUN
fis-4294	341	19	is	be	AUX
fis-4294	341	20	more	more	ADV
fis-4294	341	21	effective	effective	ADJ
fis-4294	341	22	in	in	ADP
fis-4294	341	23	preventing	prevent	VERB
fis-4294	341	24	top	top	ADJ
fis-4294	341	25	-	-	PUNCT
fis-4294	341	26	story	story	NOUN
fis-4294	341	27	displacement	displacement	NOUN
fis-4294	341	28	than	than	ADP
fis-4294	341	29	in	in	ADP
fis-4294	341	30	buildings	building	NOUN
fis-4294	341	31	with	with	ADP
fis-4294	341	32	9	9	NUM
fis-4294	341	33	or	or	CCONJ
fis-4294	341	34	12	12	NUM
fis-4294	341	35	stories	story	NOUN
fis-4294	341	36	.	.	PUNCT
fis-4294	342	1			X
fis-4294	342	2	the	the	DET
fis-4294	342	3	stability	stability	NOUN
fis-4294	342	4	and	and	CCONJ
fis-4294	342	5	ductility	ductility	NOUN
fis-4294	342	6	of	of	ADP
fis-4294	342	7	the	the	DET
fis-4294	342	8	eccentrically	eccentrically	ADV
fis-4294	342	9	braced	braced	ADJ
fis-4294	342	10	frame	frame	NOUN
fis-4294	342	11	were	be	AUX
fis-4294	342	12	affected	affect	VERB
fis-4294	342	13	by	by	ADP
fis-4294	342	14	the	the	DET
fis-4294	342	15	length	length	NOUN
fis-4294	342	16	of	of	ADP
fis-4294	342	17	the	the	DET
fis-4294	342	18	horizontal	horizontal	ADJ
fis-4294	342	19	links	link	NOUN
fis-4294	342	20	(	(	PUNCT
fis-4294	342	21	eccentricity	eccentricity	NOUN
fis-4294	342	22	)	)	PUNCT
fis-4294	342	23	,	,	PUNCT
fis-4294	342	24	which	which	PRON
fis-4294	342	25	reflected	reflect	VERB
fis-4294	342	26	the	the	DET
fis-4294	342	27	system	system	NOUN
fis-4294	342	28	's	's	PART
fis-4294	342	29	energy	energy	NOUN
fis-4294	342	30	dissipation	dissipation	NOUN
fis-4294	342	31	capability	capability	NOUN
fis-4294	342	32	.	.	PUNCT
fis-4294	343	1			X
fis-4294	344	1	the	the	DET
fis-4294	344	2	efficiency	efficiency	NOUN
fis-4294	344	3	of	of	ADP
fis-4294	344	4	shear	shear	NOUN
fis-4294	344	5	-	-	PUNCT
fis-4294	344	6	yielding	yield	VERB
fis-4294	344	7	is	be	AUX
fis-4294	344	8	influenced	influence	VERB
fis-4294	344	9	by	by	ADP
fis-4294	344	10	the	the	DET
fis-4294	344	11	shear	shear	NOUN
fis-4294	344	12	in	in	ADP
fis-4294	344	13	the	the	DET
fis-4294	344	14	links	link	NOUN
fis-4294	344	15	,	,	PUNCT
fis-4294	344	16	which	which	PRON
fis-4294	344	17	is	be	AUX
fis-4294	344	18	affected	affect	VERB
fis-4294	344	19	by	by	ADP
fis-4294	344	20	the	the	DET
fis-4294	344	21	shear	shear	NOUN
fis-4294	344	22	in	in	ADP
fis-4294	344	23	the	the	DET
fis-4294	344	24	story	story	NOUN
fis-4294	344	25	.	.	PUNCT
fis-4294	345	1	shorter	short	ADJ
fis-4294	345	2	horizontal	horizontal	ADJ
fis-4294	345	3	link	link	NOUN
fis-4294	345	4	lengths	length	NOUN
fis-4294	345	5	with	with	ADP
fis-4294	345	6	small	small	ADJ
fis-4294	345	7	eccentricities	eccentricity	NOUN
fis-4294	345	8	are	be	AUX
fis-4294	345	9	more	more	ADV
fis-4294	345	10	effective	effective	ADJ
fis-4294	345	11	in	in	ADP
fis-4294	345	12	achieving	achieve	VERB
fis-4294	345	13	shear	shear	NOUN
fis-4294	345	14	-	-	PUNCT
fis-4294	345	15	yielding	yield	VERB
fis-4294	345	16	efficiency	efficiency	NOUN
fis-4294	345	17	.	.	PUNCT
fis-4294	346	1	however	however	ADV
fis-4294	346	2	,	,	PUNCT
fis-4294	346	3	longer	long	ADJ
fis-4294	346	4	links	link	NOUN
fis-4294	346	5	with	with	ADP
fis-4294	346	6	large	large	ADJ
fis-4294	346	7	eccentricities	eccentricity	NOUN
fis-4294	346	8	may	may	AUX
fis-4294	346	9	experience	experience	VERB
fis-4294	346	10	bending	bend	VERB
fis-4294	346	11	.	.	PUNCT
fis-4294	347	1			X
fis-4294	348	1	the	the	DET
fis-4294	348	2	lateral	lateral	ADJ
fis-4294	348	3	rigidity	rigidity	NOUN
fis-4294	348	4	of	of	ADP
fis-4294	348	5	eccentric	eccentric	ADJ
fis-4294	348	6	x	x	NOUN
fis-4294	348	7	-	-	NOUN
fis-4294	348	8	brace	brace	NOUN
fis-4294	348	9	frames	frame	NOUN
fis-4294	348	10	is	be	AUX
fis-4294	348	11	lower	low	ADJ
fis-4294	348	12	than	than	ADP
fis-4294	348	13	that	that	PRON
fis-4294	348	14	of	of	ADP
fis-4294	348	15	concentrically	concentrically	ADV
fis-4294	348	16	braced	braced	ADJ
fis-4294	348	17	frames	frame	NOUN
fis-4294	348	18	,	,	PUNCT
fis-4294	348	19	particularly	particularly	ADV
fis-4294	348	20	when	when	SCONJ
fis-4294	348	21	diagonal	diagonal	ADJ
fis-4294	348	22	bracing	bracing	NOUN
fis-4294	348	23	is	be	AUX
fis-4294	348	24	used	use	VERB
fis-4294	348	25	.	.	PUNCT
fis-4294	349	1	however	however	ADV
fis-4294	349	2	,	,	PUNCT
fis-4294	349	3	the	the	DET
fis-4294	349	4	eccentricity	eccentricity	NOUN
fis-4294	349	5	-	-	PUNCT
fis-4294	349	6	induced	induce	VERB
fis-4294	349	7	stiffness	stiffness	NOUN
fis-4294	349	8	loss	loss	NOUN
fis-4294	349	9	may	may	AUX
fis-4294	349	10	be	be	AUX
fis-4294	349	11	recovered	recover	VERB
fis-4294	349	12	by	by	ADP
fis-4294	349	13	increasing	increase	VERB
fis-4294	349	14	the	the	DET
fis-4294	349	15	crosssection	crosssection	NOUN
fis-4294	349	16	area	area	NOUN
fis-4294	349	17	of	of	ADP
fis-4294	349	18	the	the	DET
fis-4294	349	19	x	x	ADJ
fis-4294	349	20	-	-	ADJ
fis-4294	349	21	braced	braced	ADJ
fis-4294	349	22	component	component	NOUN
fis-4294	349	23	.	.	PUNCT
fis-4294	350	1			PUNCT
fis-4294	351	1	the	the	DET
fis-4294	351	2	ductility	ductility	NOUN
fis-4294	351	3	of	of	ADP
fis-4294	351	4	an	an	DET
fis-4294	351	5	eccentric	eccentric	ADJ
fis-4294	351	6	brace	brace	NOUN
fis-4294	351	7	frame	frame	NOUN
fis-4294	351	8	(	(	PUNCT
fis-4294	351	9	ebf	ebf	NOUN
fis-4294	351	10	)	)	PUNCT
fis-4294	351	11	changes	change	NOUN
fis-4294	351	12	noticeably	noticeably	ADV
fis-4294	351	13	as	as	ADP
fis-4294	351	14	the	the	DET
fis-4294	351	15	x	x	NOUN
fis-4294	351	16	-	-	NOUN
fis-4294	351	17	brace	brace	NOUN
fis-4294	351	18	section	section	NOUN
fis-4294	351	19	and	and	CCONJ
fis-4294	351	20	eccentricity	eccentricity	NOUN
fis-4294	351	21	change	change	NOUN
fis-4294	351	22	because	because	SCONJ
fis-4294	351	23	ebfs	ebfs	NOUN
fis-4294	351	24	absorb	absorb	VERB
fis-4294	351	25	more	more	ADJ
fis-4294	351	26	energy	energy	NOUN
fis-4294	351	27	and	and	CCONJ
fis-4294	351	28	move	move	VERB
fis-4294	351	29	more	more	ADV
fis-4294	351	30	horizontally	horizontally	ADV
fis-4294	351	31	.	.	PUNCT
fis-4294	352	1			X
fis-4294	353	1	the	the	DET
fis-4294	353	2	ultimate	ultimate	ADJ
fis-4294	353	3	load	load	NOUN
fis-4294	353	4	,	,	PUNCT
fis-4294	353	5	ultimate	ultimate	ADJ
fis-4294	353	6	displacement	displacement	NOUN
fis-4294	353	7	,	,	PUNCT
fis-4294	353	8	and	and	CCONJ
fis-4294	353	9	ductility	ductility	NOUN
fis-4294	353	10	values	value	NOUN
fis-4294	353	11	of	of	ADP
fis-4294	353	12	all	all	DET
fis-4294	353	13	eccentric	eccentric	ADJ
fis-4294	353	14	frame	frame	NOUN
fis-4294	353	15	types	type	NOUN
fis-4294	353	16	are	be	AUX
fis-4294	353	17	sensitive	sensitive	ADJ
fis-4294	353	18	to	to	ADP
fis-4294	353	19	the	the	DET
fis-4294	353	20	bracing	bracing	ADJ
fis-4294	353	21	section	section	NOUN
fis-4294	353	22	's	's	PART
fis-4294	353	23	area	area	NOUN
fis-4294	353	24	.	.	PUNCT
fis-4294	354	1	while	while	SCONJ
fis-4294	354	2	increasing	increase	VERB
fis-4294	354	3	the	the	DET
fis-4294	354	4	ultimate	ultimate	ADJ
fis-4294	354	5	loads	load	NOUN
fis-4294	354	6	,	,	PUNCT
fis-4294	354	7	increasing	increase	VERB
fis-4294	354	8	the	the	DET
fis-4294	354	9	ultimate	ultimate	ADJ
fis-4294	354	10	bracing	bracing	ADJ
fis-4294	354	11	section	section	NOUN
fis-4294	354	12	size	size	NOUN
fis-4294	354	13	reduces	reduce	VERB
fis-4294	354	14	the	the	DET
fis-4294	354	15	ultimate	ultimate	ADJ
fis-4294	354	16	displacement	displacement	NOUN
fis-4294	354	17	and	and	CCONJ
fis-4294	354	18	ductility	ductility	NOUN
fis-4294	354	19	values	value	NOUN
fis-4294	354	20	.	.	PUNCT
fis-4294	355	1	under	under	ADP
fis-4294	355	2	seismic	seismic	ADJ
fis-4294	355	3	stresses	stress	NOUN
fis-4294	355	4	,	,	PUNCT
fis-4294	355	5	most	most	ADJ
fis-4294	355	6	buildings	building	NOUN
fis-4294	355	7	should	should	AUX
fis-4294	355	8	be	be	AUX
fis-4294	355	9	built	build	VERB
fis-4294	355	10	to	to	PART
fis-4294	355	11	disperse	disperse	VERB
fis-4294	355	12	energy	energy	NOUN
fis-4294	355	13	.	.	PUNCT
fis-4294	356	1			X
fis-4294	356	2	this	this	DET
fis-4294	356	3	investigation	investigation	NOUN
fis-4294	356	4	showed	show	VERB
fis-4294	356	5	that	that	SCONJ
fis-4294	356	6	the	the	DET
fis-4294	356	7	finite	finite	PROPN
fis-4294	356	8	element	element	NOUN
fis-4294	356	9	model	model	NOUN
fis-4294	356	10	could	could	AUX
fis-4294	356	11	provide	provide	VERB
fis-4294	356	12	reliable	reliable	ADJ
fis-4294	356	13	predictions	prediction	NOUN
fis-4294	356	14	of	of	ADP
fis-4294	356	15	ebf	ebf	PROPN
fis-4294	356	16	behavior	behavior	NOUN
fis-4294	356	17	.	.	PUNCT
fis-4294	357	1	etabs	etab	VERB
fis-4294	357	2	analysis	analysis	NOUN
fis-4294	357	3	and	and	CCONJ
fis-4294	357	4	experimental	experimental	ADJ
fis-4294	357	5	findings	finding	NOUN
fis-4294	357	6	were	be	AUX
fis-4294	357	7	in	in	ADP
fis-4294	357	8	excellent	excellent	ADJ
fis-4294	357	9	accord	accord	NOUN
fis-4294	357	10	.	.	PUNCT
fis-4294	358	1	the	the	DET
fis-4294	358	2	etabs	etabs	PROPN
fis-4294	358	3	model	model	PROPN
fis-4294	358	4	successfully	successfully	ADV
fis-4294	358	5	captured	capture	VERB
fis-4294	358	6	all	all	PRON
fis-4294	358	7	of	of	ADP
fis-4294	358	8	the	the	DET
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fis-4294	358	11	of	of	ADP
fis-4294	358	12	the	the	DET
fis-4294	358	13	chosen	choose	VERB
fis-4294	358	14	structures	structure	NOUN
fis-4294	358	15	.	.	PUNCT
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fis-4294	359	2	a.	a.	NOUN
fis-4294	359	3	j.	j.	PROPN
fis-4294	359	4	abdulridha	abdulridha	PROPN
fis-4294	359	5	,	,	PUNCT
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fis-4294	359	7	ed	ed	PROPN
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fis-4294	359	9	strutturale	strutturale	PROPN
fis-4294	359	10	,	,	PUNCT
fis-4294	359	11	66	66	NUM
fis-4294	359	12	(	(	PUNCT
fis-4294	359	13	2023	2023	NUM
fis-4294	359	14	)	)	PUNCT
fis-4294	359	15	273	273	NUM
fis-4294	359	16	-	-	SYM
fis-4294	359	17	296	296	NUM
fis-4294	359	18	;	;	PUNCT
fis-4294	359	19	doi	doi	NOUN
fis-4294	359	20	:	:	PUNCT
fis-4294	359	21	10.3221	10.3221	NUM
fis-4294	359	22	/	/	SYM
fis-4294	359	23	igf	igf	PROPN
fis-4294	359	24	-	-	ADJ
fis-4294	359	25	esis.66.17	esis.66.17	PROPN
fis-4294	359	26	294	294	NUM
fis-4294	359	27	references	reference	NOUN
fis-4294	359	28	[	[	X
fis-4294	359	29	1	1	NUM
fis-4294	359	30	]	]	PUNCT
fis-4294	359	31	naidoo	naidoo	PROPN
fis-4294	359	32	,	,	PUNCT
fis-4294	359	33	p.	p.	NOUN
fis-4294	359	34	and	and	CCONJ
fis-4294	359	35	drosopoulos	drosopoulo	NOUN
fis-4294	359	36	,	,	PUNCT
fis-4294	359	37	g.	g.	PROPN
fis-4294	359	38	(	(	PUNCT
fis-4294	359	39	2020	2020	NUM
fis-4294	359	40	)	)	PUNCT
fis-4294	359	41	.	.	PUNCT
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fis-4294	360	2	of	of	ADP
fis-4294	360	3	the	the	DET
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fis-4294	360	5	response	response	NOUN
fis-4294	360	6	of	of	ADP
fis-4294	360	7	structures	structure	NOUN
fis-4294	360	8	using	use	VERB
fis-4294	360	9	auxetic	auxetic	ADJ
fis-4294	360	10	-	-	PUNCT
fis-4294	360	11	type	type	NOUN
fis-4294	360	12	base	base	NOUN
fis-4294	360	13	isolation	isolation	NOUN
fis-4294	360	14	,	,	PUNCT
fis-4294	360	15	frattura	frattura	PROPN
fis-4294	360	16	ed	ed	PROPN
fis-4294	360	17	integrità	integrità	PROPN
fis-4294	360	18	strutturale	strutturale	PROPN
fis-4294	360	19	,	,	PUNCT
fis-4294	360	20	51	51	NUM
fis-4294	360	21	,	,	PUNCT
fis-4294	360	22	pp	pp	ADJ
fis-4294	360	23	.	.	PUNCT
fis-4294	361	1	52	52	NUM
fis-4294	361	2	-	-	SYM
fis-4294	361	3	70	70	NUM
fis-4294	361	4	.	.	PUNCT
fis-4294	362	1	doi	doi	NOUN
fis-4294	362	2	:	:	PUNCT
fis-4294	362	3	10.3221	10.3221	NUM
fis-4294	362	4	/	/	SYM
fis-4294	362	5	igf	igf	NOUN
fis-4294	362	6	-	-	NOUN
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fis-4294	362	8	.51.05	.51.05	NOUN
fis-4294	362	9	.	.	PUNCT
fis-4294	363	1	[	[	X
fis-4294	363	2	2	2	NUM
fis-4294	363	3	]	]	PUNCT
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fis-4294	363	5	,	,	PUNCT
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fis-4294	363	8	mofid	mofid	NOUN
fis-4294	363	9	,	,	PUNCT
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fis-4294	363	11	(	(	PUNCT
fis-4294	363	12	2023	2023	NUM
fis-4294	363	13	)	)	PUNCT
fis-4294	363	14	.	.	PUNCT
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fis-4294	364	2	evaluation	evaluation	NOUN
fis-4294	364	3	of	of	ADP
fis-4294	364	4	concentrically	concentrically	ADV
fis-4294	364	5	braced	braced	ADJ
fis-4294	364	6	steel	steel	NOUN
fis-4294	364	7	frames	frame	NOUN
fis-4294	364	8	equipped	equip	VERB
fis-4294	364	9	with	with	ADP
fis-4294	364	10	yielding	yield	VERB
fis-4294	364	11	elements	element	NOUN
fis-4294	364	12	and	and	CCONJ
fis-4294	364	13	brbs	brb	NOUN
fis-4294	364	14	,	,	PUNCT
fis-4294	364	15	results	result	NOUN
fis-4294	364	16	in	in	ADP
fis-4294	364	17	engineering	engineering	NOUN
fis-4294	364	18	,	,	PUNCT
fis-4294	364	19	17	17	NUM
fis-4294	364	20	,	,	PUNCT
fis-4294	364	21	100853	100853	NUM
fis-4294	364	22	.	.	PUNCT
fis-4294	365	1	doi:10.1016	doi:10.1016	PROPN
fis-4294	365	2	/	/	SYM
fis-4294	365	3	j.rineng	j.rineng	PROPN
fis-4294	365	4	.	.	PUNCT
fis-4294	366	1	2022.100853	2022.100853	NOUN
fis-4294	366	2	.	.	PUNCT
fis-4294	367	1	[	[	X
fis-4294	367	2	3	3	NUM
fis-4294	367	3	]	]	PUNCT
fis-4294	367	4	annan	annan	PROPN
fis-4294	367	5	,	,	PUNCT
fis-4294	367	6	c.	c.	PROPN
fis-4294	367	7	,	,	PUNCT
fis-4294	367	8	youssef	youssef	PROPN
fis-4294	367	9	,	,	PUNCT
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fis-4294	367	11	and	and	CCONJ
fis-4294	367	12	el	el	PROPN
fis-4294	367	13	naggar	naggar	PROPN
fis-4294	367	14	,	,	PUNCT
fis-4294	367	15	m.	m.	NOUN
fis-4294	367	16	(	(	PUNCT
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fis-4294	367	18	)	)	PUNCT
fis-4294	367	19	.	.	PUNCT
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fis-4294	368	4	the	the	DET
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fis-4294	368	7	of	of	ADP
fis-4294	368	8	modular	modular	ADJ
fis-4294	368	9	steel	steel	NOUN
fis-4294	368	10	-	-	PUNCT
fis-4294	368	11	braced	brace	VERB
fis-4294	368	12	frames	frame	NOUN
fis-4294	368	13	,	,	PUNCT
fis-4294	368	14	engineering	engineering	NOUN
fis-4294	368	15	structures	structure	NOUN
fis-4294	368	16	,	,	PUNCT
fis-4294	368	17	31	31	NUM
fis-4294	368	18	,	,	PUNCT
fis-4294	368	19	pp	pp	ADJ
fis-4294	368	20	.	.	PUNCT
fis-4294	369	1	1435	1435	NUM
fis-4294	369	2	-	-	SYM
fis-4294	369	3	1446	1446	NUM
fis-4294	369	4	.	.	PUNCT
fis-4294	370	1	doi	doi	NOUN
fis-4294	370	2	:	:	PUNCT
fis-4294	370	3	10.1016	10.1016	NUM
fis-4294	370	4	/	/	SYM
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fis-4294	371	1	[	[	X
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fis-4294	371	3	]	]	X
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fis-4294	371	9	,	,	PUNCT
fis-4294	371	10	m.	m.	NOUN
fis-4294	371	11	(	(	PUNCT
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fis-4294	371	13	)	)	PUNCT
fis-4294	371	14	.	.	PUNCT
fis-4294	372	1	seismic	seismic	ADJ
fis-4294	372	2	behavior	behavior	NOUN
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fis-4294	372	5	steel	steel	NOUN
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fis-4294	372	7	frames	frame	NOUN
fis-4294	372	8	and	and	CCONJ
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fis-4294	372	10	use	use	NOUN
fis-4294	372	11	in	in	ADP
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fis-4294	372	13	of	of	ADP
fis-4294	372	14	reinforced	reinforce	VERB
fis-4294	372	15	concrete	concrete	NOUN
fis-4294	372	16	frames	frame	NOUN
fis-4294	372	17	by	by	ADP
fis-4294	372	18	external	external	ADJ
fis-4294	372	19	application	application	NOUN
fis-4294	372	20	,	,	PUNCT
fis-4294	372	21	steel	steel	NOUN
fis-4294	372	22	and	and	CCONJ
fis-4294	372	23	composite	composite	ADJ
fis-4294	372	24	structures	structure	NOUN
fis-4294	372	25	,	,	PUNCT
fis-4294	372	26	21(4	21(4	NUM
fis-4294	372	27	)	)	PUNCT
fis-4294	372	28	,	,	PUNCT
fis-4294	372	29	pp	pp	ADP
fis-4294	372	30	.	.	PUNCT
fis-4294	373	1	687	687	NUM
fis-4294	373	2	-	-	SYM
fis-4294	373	3	702	702	NUM
fis-4294	373	4	.	.	PUNCT
fis-4294	373	5	doi:10.12989	doi:10.12989	PROPN
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fis-4294	374	1	[	[	X
fis-4294	374	2	5	5	NUM
fis-4294	374	3	]	]	X
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fis-4294	374	5	,	,	PUNCT
fis-4294	374	6	e.	e.	PROPN
fis-4294	374	7	,	,	PUNCT
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fis-4294	374	9	,	,	PUNCT
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fis-4294	374	13	,	,	PUNCT
fis-4294	374	14	m.	m.	NOUN
fis-4294	374	15	(	(	PUNCT
fis-4294	374	16	1986	1986	NUM
fis-4294	374	17	)	)	PUNCT
fis-4294	374	18	.	.	PUNCT
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fis-4294	375	7	frames	frame	NOUN
fis-4294	375	8	,	,	PUNCT
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fis-4294	375	10	of	of	ADP
fis-4294	375	11	the	the	DET
fis-4294	375	12	new	new	PROPN
fis-4294	375	13	zealand	zealand	PROPN
fis-4294	375	14	society	society	PROPN
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fis-4294	375	17	engineering	engineering	NOUN
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fis-4294	375	20	)	)	PUNCT
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fis-4294	376	2	-	-	SYM
fis-4294	376	3	29	29	NUM
fis-4294	376	4	.	.	PUNCT
fis-4294	377	1	doi	doi	NOUN
fis-4294	377	2	:	:	PUNCT
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fis-4294	377	7	.	.	PUNCT
fis-4294	378	1	[	[	X
fis-4294	378	2	6	6	NUM
fis-4294	378	3	]	]	PUNCT
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fis-4294	378	5	,	,	PUNCT
fis-4294	378	6	g.	g.	PROPN
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fis-4294	378	8	nigdeli	nigdeli	ADV
fis-4294	378	9	,	,	PUNCT
fis-4294	378	10	s.	s.	PROPN
fis-4294	378	11	(	(	PUNCT
fis-4294	378	12	2017	2017	NUM
fis-4294	378	13	)	)	PUNCT
fis-4294	378	14	.	.	PUNCT
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fis-4294	379	8	under	under	ADP
fis-4294	379	9	earthquake	earthquake	NOUN
fis-4294	379	10	excitation	excitation	NOUN
fis-4294	379	11	by	by	ADP
fis-4294	379	12	considering	consider	VERB
fis-4294	379	13	soil	soil	NOUN
fis-4294	379	14	-	-	PUNCT
fis-4294	379	15	structure	structure	NOUN
fis-4294	379	16	interaction	interaction	NOUN
fis-4294	379	17	,	,	PUNCT
fis-4294	379	18	soil	soil	NOUN
fis-4294	379	19	dynamics	dynamic	NOUN
fis-4294	379	20	and	and	CCONJ
fis-4294	379	21	earthquake	earthquake	NOUN
fis-4294	379	22	engineering	engineering	NOUN
fis-4294	379	23	,	,	PUNCT
fis-4294	379	24	92	92	NUM
fis-4294	379	25	,	,	PUNCT
fis-4294	379	26	pp	pp	ADJ
fis-4294	379	27	.	.	PUNCT
fis-4294	380	1	443	443	NUM
fis-4294	380	2	-	-	SYM
fis-4294	380	3	461	461	NUM
fis-4294	380	4	.	.	PUNCT
fis-4294	381	1	doi	doi	NOUN
fis-4294	381	2	:	:	PUNCT
fis-4294	381	3	10.1016	10.1016	NUM
fis-4294	381	4	/	/	SYM
fis-4294	381	5	j.soildyn.2016.10.019	j.soildyn.2016.10.019	X
fis-4294	381	6	.	.	PUNCT
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fis-4294	382	2	7	7	NUM
fis-4294	382	3	]	]	PUNCT
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fis-4294	382	5	,	,	PUNCT
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fis-4294	382	7	,	,	PUNCT
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fis-4294	382	9	,	,	PUNCT
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fis-4294	382	13	,	,	PUNCT
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fis-4294	382	25	)	)	PUNCT
fis-4294	382	26	.	.	PUNCT
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fis-4294	383	2	behavior	behavior	NOUN
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fis-4294	383	4	of	of	ADP
fis-4294	383	5	a	a	DET
fis-4294	383	6	brazilian	brazilian	ADJ
fis-4294	383	7	heritage	heritage	NOUN
fis-4294	383	8	construction	construction	NOUN
fis-4294	383	9	,	,	PUNCT
fis-4294	383	10	frattura	frattura	PROPN
fis-4294	383	11	ed	ed	PROPN
fis-4294	383	12	integrità	integrità	PROPN
fis-4294	383	13	strutturale	strutturale	PROPN
fis-4294	383	14	,	,	PUNCT
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fis-4294	383	16	)	)	PUNCT
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fis-4294	385	3	]	]	SYM
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fis-4294	386	2	links	link	NOUN
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fis-4294	387	17	)	)	PUNCT
fis-4294	387	18	.	.	PUNCT
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fis-4294	388	13	and	and	CCONJ
fis-4294	388	14	eccentric	eccentric	ADJ
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fis-4294	388	16	,	,	PUNCT
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fis-4294	388	18	ed	ed	PROPN
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fis-4294	389	2	-	-	SYM
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fis-4294	389	4	.	.	PUNCT
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fis-4294	391	13	)	)	PUNCT
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fis-4294	392	20	,	,	PUNCT
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fis-4294	392	22	)	)	PUNCT
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fis-4294	394	2	-	-	SYM
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fis-4294	394	4	.	.	PUNCT
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fis-4294	395	8	.	.	PUNCT
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fis-4294	396	21	)	)	PUNCT
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fis-4294	402	2	-	-	SYM
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fis-4294	405	2	-	-	SYM
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fis-4294	409	2	-	-	SYM
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fis-4294	411	17	,	,	PUNCT
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fis-4294	411	25	)	)	PUNCT
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fis-4294	412	11	,	,	PUNCT
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fis-4294	413	2	-	-	SYM
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fis-4294	413	4	.	.	PUNCT
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fis-4294	415	5	,	,	PUNCT
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fis-4294	416	21	)	)	PUNCT
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fis-4294	416	24	.	.	PUNCT
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fis-4294	417	2	.	.	PUNCT
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fis-4294	419	5	,	,	PUNCT
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fis-4294	419	7	,	,	PUNCT
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fis-4294	419	17	)	)	PUNCT
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fis-4294	420	25	,	,	PUNCT
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fis-4294	420	27	)	)	PUNCT
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fis-4294	420	32	-	-	SYM
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fis-4294	421	23	)	)	PUNCT
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fis-4294	422	24	)	)	PUNCT
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fis-4294	424	5	,	,	PUNCT
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fis-4294	424	17	)	)	PUNCT
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fis-4294	425	24	)	)	PUNCT
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fis-4294	425	27	.	.	PUNCT
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fis-4294	426	2	.	.	PUNCT
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fis-4294	428	19	)	)	PUNCT
fis-4294	428	20	.	.	PUNCT
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fis-4294	429	24	)	)	PUNCT
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fis-4294	430	2	-	-	SYM
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fis-4294	432	13	)	)	PUNCT
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fis-4294	433	12	,	,	PUNCT
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fis-4294	433	14	)	)	PUNCT
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fis-4294	434	2	-	-	SYM
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fis-4294	434	4	.	.	PUNCT
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fis-4294	435	2	:	:	PUNCT
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fis-4294	435	4	/	/	SYM
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fis-4294	435	21	-	-	SYM
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fis-4294	438	13	:	:	PUNCT
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fis-4294	440	1	(	(	PUNCT
fis-4294	440	2	2016	2016	NUM
fis-4294	440	3	)	)	PUNCT
fis-4294	440	4	.	.	PUNCT
fis-4294	441	1	seismic	seismic	ADJ
fis-4294	441	2	provisions	provision	NOUN
fis-4294	441	3	for	for	ADP
fis-4294	441	4	structural	structural	ADJ
fis-4294	441	5	steel	steel	NOUN
fis-4294	441	6	buildings	building	NOUN
fis-4294	441	7	,	,	PUNCT
fis-4294	441	8	american	american	PROPN
fis-4294	441	9	institute	institute	PROPN
fis-4294	441	10	of	of	ADP
fis-4294	441	11	steel	steel	NOUN
fis-4294	441	12	construction	construction	NOUN
fis-4294	441	13	.	.	PUNCT
fis-4294	442	1	[	[	X
fis-4294	442	2	24	24	NUM
fis-4294	442	3	]	]	PUNCT
fis-4294	442	4	goggins	goggin	NOUN
fis-4294	442	5	,	,	PUNCT
fis-4294	442	6	j.	j.	PROPN
fis-4294	442	7	and	and	CCONJ
fis-4294	442	8	salawdeh	salawdeh	PROPN
fis-4294	442	9	,	,	PUNCT
fis-4294	442	10	s.	s.	PROPN
fis-4294	442	11	(	(	PUNCT
fis-4294	442	12	2013	2013	NUM
fis-4294	442	13	)	)	PUNCT
fis-4294	442	14	.	.	PUNCT
fis-4294	443	1	validation	validation	NOUN
fis-4294	443	2	of	of	ADP
fis-4294	443	3	nonlinear	nonlinear	ADJ
fis-4294	443	4	time	time	NOUN
fis-4294	443	5	history	history	NOUN
fis-4294	443	6	analysis	analysis	NOUN
fis-4294	443	7	models	model	NOUN
fis-4294	443	8	for	for	ADP
fis-4294	443	9	single	single	ADJ
fis-4294	443	10	-	-	PUNCT
fis-4294	443	11	storey	storey	NOUN
fis-4294	443	12	concentrically	concentrically	ADV
fis-4294	443	13	braced	brace	VERB
fis-4294	443	14	frames	frame	NOUN
fis-4294	443	15	using	use	VERB
fis-4294	443	16	full	full	ADJ
fis-4294	443	17	-	-	PUNCT
fis-4294	443	18	scale	scale	NOUN
fis-4294	443	19	shake	shake	NOUN
fis-4294	443	20	table	table	NOUN
fis-4294	443	21	tests	test	NOUN
fis-4294	443	22	,	,	PUNCT
fis-4294	443	23	earthquake	earthquake	NOUN
fis-4294	443	24	engineering	engineering	NOUN
fis-4294	443	25	and	and	CCONJ
fis-4294	443	26	structural	structural	ADJ
fis-4294	443	27	dynamics	dynamic	NOUN
fis-4294	443	28	42(8	42(8	NUM
fis-4294	443	29	)	)	PUNCT
fis-4294	443	30	,	,	PUNCT
fis-4294	443	31	pp	pp	ADP
fis-4294	443	32	.	.	PUNCT
fis-4294	444	1	1151	1151	NUM
fis-4294	444	2	-	-	SYM
fis-4294	444	3	1170	1170	NUM
fis-4294	444	4	.	.	PUNCT
fis-4294	445	1	doi:10.1002	doi:10.1002	NOUN
fis-4294	445	2	/	/	SYM
fis-4294	445	3	eqe.2264	eqe.2264	NOUN
fis-4294	445	4	.	.	PUNCT
fis-4294	446	1	[	[	X
fis-4294	446	2	25	25	NUM
fis-4294	446	3	]	]	X
fis-4294	446	4	uang	uang	PROPN
fis-4294	446	5	,	,	PUNCT
fis-4294	446	6	c.	c.	PROPN
fis-4294	446	7	and	and	CCONJ
fis-4294	446	8	bruneau	bruneau	PROPN
fis-4294	446	9	,	,	PUNCT
fis-4294	446	10	m.	m.	NOUN
fis-4294	446	11	(	(	PUNCT
fis-4294	446	12	2018	2018	NUM
fis-4294	446	13	)	)	PUNCT
fis-4294	446	14	.	.	PUNCT
fis-4294	447	1	state	state	NOUN
fis-4294	447	2	-	-	PUNCT
fis-4294	447	3	of	of	ADP
fis-4294	447	4	-	-	PUNCT
fis-4294	447	5	the	the	DET
fis-4294	447	6	-	-	PUNCT
fis-4294	447	7	art	art	NOUN
fis-4294	447	8	review	review	NOUN
fis-4294	447	9	on	on	ADP
fis-4294	447	10	seismic	seismic	ADJ
fis-4294	447	11	design	design	NOUN
fis-4294	447	12	of	of	ADP
fis-4294	447	13	steel	steel	NOUN
fis-4294	447	14	structures	structure	NOUN
fis-4294	447	15	,	,	PUNCT
fis-4294	447	16	journal	journal	NOUN
fis-4294	447	17	of	of	ADP
fis-4294	447	18	structural	structural	ADJ
fis-4294	447	19	engineering	engineering	NOUN
fis-4294	447	20	,	,	PUNCT
fis-4294	447	21	144(4	144(4	NUM
fis-4294	447	22	)	)	PUNCT
fis-4294	447	23	,	,	PUNCT
fis-4294	447	24	03118002	03118002	NUM
fis-4294	447	25	.	.	PUNCT
fis-4294	448	1	doi	doi	NOUN
fis-4294	448	2	:	:	PUNCT
fis-4294	448	3	10.1061/	10.1061/	NUM
fis-4294	448	4	(	(	PUNCT
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fis-4294	448	6	)	)	PUNCT
fis-4294	448	7	st.1943	st.1943	PROPN
fis-4294	448	8	-	-	PUNCT
fis-4294	448	9	541x.0001973	541x.0001973	NOUN
fis-4294	448	10	.	.	PUNCT
fis-4294	449	1	[	[	X
fis-4294	449	2	26	26	NUM
fis-4294	449	3	]	]	X
fis-4294	449	4	canadian	canadian	ADJ
fis-4294	449	5	standards	standards	PROPN
fis-4294	449	6	association	association	PROPN
fis-4294	449	7	.	.	PUNCT
fis-4294	450	1	(	(	PUNCT
fis-4294	450	2	2019	2019	NUM
fis-4294	450	3	)	)	PUNCT
fis-4294	450	4	.	.	PUNCT
fis-4294	451	1	standards	standards	PROPN
fis-4294	451	2	council	council	PROPN
fis-4294	451	3	of	of	ADP
fis-4294	451	4	canada	canada	PROPN
fis-4294	451	5	.	.	PUNCT
fis-4294	452	1	design	design	NOUN
fis-4294	452	2	of	of	ADP
fis-4294	452	3	steel	steel	NOUN
fis-4294	452	4	structures	structure	NOUN
fis-4294	452	5	,	,	PUNCT
fis-4294	452	6	csa	csa	PROPN
fis-4294	452	7	group	group	PROPN
fis-4294	452	8	:	:	PUNCT
fis-4294	452	9	toronto	toronto	PROPN
fis-4294	452	10	,	,	PUNCT
fis-4294	452	11	canada	canada	PROPN
fis-4294	452	12	.	.	PUNCT
fis-4294	453	1	[	[	X
fis-4294	453	2	27	27	NUM
fis-4294	453	3	]	]	PUNCT
fis-4294	453	4	marino	marino	PROPN
fis-4294	453	5	,	,	PUNCT
fis-4294	453	6	e.	e.	PROPN
fis-4294	453	7	,	,	PUNCT
fis-4294	453	8	nakashima	nakashima	PROPN
fis-4294	453	9	m.	m.	PROPN
fis-4294	453	10	and	and	CCONJ
fis-4294	453	11	mosalam	mosalam	PROPN
fis-4294	453	12	,	,	PUNCT
fis-4294	453	13	k.	k.	PROPN
fis-4294	453	14	(	(	PUNCT
fis-4294	453	15	2005	2005	NUM
fis-4294	453	16	)	)	PUNCT
fis-4294	453	17	.	.	PUNCT
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fis-4294	454	6	seismic	seismic	ADJ
fis-4294	454	7	design	design	NOUN
fis-4294	454	8	of	of	ADP
fis-4294	454	9	steel	steel	NOUN
fis-4294	454	10	building	building	NOUN
fis-4294	454	11	structures	structure	NOUN
fis-4294	454	12	,	,	PUNCT
fis-4294	454	13	engineering	engineering	NOUN
fis-4294	454	14	structures	structure	NOUN
fis-4294	454	15	,	,	PUNCT
fis-4294	454	16	27(6	27(6	NUM
fis-4294	454	17	)	)	PUNCT
fis-4294	454	18	,	,	PUNCT
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fis-4294	454	20	.	.	PUNCT
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fis-4294	455	2	-	-	SYM
fis-4294	455	3	840	840	NUM
fis-4294	455	4	.	.	PUNCT
fis-4294	456	1	doi	doi	NOUN
fis-4294	456	2	:	:	PUNCT
fis-4294	456	3	10.1016	10.1016	NUM
fis-4294	456	4	/	/	SYM
fis-4294	456	5	j.	j.	PROPN
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fis-4294	456	7	.	.	PUNCT
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fis-4294	457	3	]	]	X
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fis-4294	457	5	,	,	PUNCT
fis-4294	457	6	q.	q.	PROPN
fis-4294	457	7	,	,	PUNCT
fis-4294	457	8	yan	yan	PROPN
fis-4294	457	9	,	,	PUNCT
fis-4294	457	10	s.	s.	PROPN
fis-4294	457	11	,	,	PUNCT
fis-4294	457	12	wang	wang	PROPN
fis-4294	457	13	,	,	PUNCT
fis-4294	457	14	x.	x.	PROPN
fis-4294	457	15	,	,	PUNCT
fis-4294	457	16	sun	sun	PROPN
fis-4294	457	17	,	,	PUNCT
fis-4294	457	18	h.	h.	PROPN
fis-4294	457	19	and	and	CCONJ
fis-4294	457	20	zhao	zhao	PROPN
fis-4294	457	21	,	,	PUNCT
fis-4294	457	22	y.	y.	PROPN
fis-4294	457	23	(	(	PUNCT
fis-4294	457	24	2020	2020	NUM
fis-4294	457	25	)	)	PUNCT
fis-4294	457	26	.	.	PUNCT
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fis-4294	458	2	behavior	behavior	NOUN
fis-4294	458	3	of	of	ADP
fis-4294	458	4	the	the	DET
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fis-4294	458	6	links	link	NOUN
fis-4294	458	7	in	in	ADP
fis-4294	458	8	eccentrically	eccentrically	ADV
fis-4294	458	9	braced	brace	VERB
fis-4294	458	10	frames	frame	NOUN
fis-4294	458	11	with	with	ADP
fis-4294	458	12	semirigid	semirigid	ADJ
fis-4294	458	13	connections	connection	NOUN
fis-4294	458	14	,	,	PUNCT
fis-4294	458	15	advances	advance	NOUN
fis-4294	458	16	in	in	ADP
fis-4294	458	17	civil	civil	ADJ
fis-4294	458	18	engineering	engineering	NOUN
fis-4294	458	19	,	,	PUNCT
fis-4294	458	20	(	(	PUNCT
fis-4294	458	21	2	2	NUM
fis-4294	458	22	)	)	PUNCT
fis-4294	458	23	,	,	PUNCT
fis-4294	458	24	pp	pp	ADJ
fis-4294	458	25	.	.	PUNCT
fis-4294	459	1	1	1	NUM
fis-4294	459	2	-	-	SYM
fis-4294	459	3	26	26	NUM
fis-4294	459	4	.	.	PUNCT
fis-4294	460	1	doi	doi	NOUN
fis-4294	460	2	:	:	PUNCT
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fis-4294	460	4	.	.	PUNCT
fis-4294	461	1	[	[	X
fis-4294	461	2	29	29	NUM
fis-4294	461	3	]	]	X
fis-4294	461	4	bozkurt	bozkurt	NOUN
fis-4294	461	5	,	,	PUNCT
fis-4294	461	6	m.	m.	NOUN
fis-4294	461	7	,	,	PUNCT
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fis-4294	461	9	,	,	PUNCT
fis-4294	461	10	s.	s.	PROPN
fis-4294	461	11	and	and	CCONJ
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fis-4294	461	13	,	,	PUNCT
fis-4294	461	14	c.	c.	PROPN
fis-4294	461	15	(	(	PUNCT
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fis-4294	461	17	)	)	PUNCT
fis-4294	461	18	.	.	PUNCT
fis-4294	462	1	low	low	ADJ
fis-4294	462	2	-	-	PUNCT
fis-4294	462	3	cycle	cycle	NOUN
fis-4294	462	4	fatigue	fatigue	NOUN
fis-4294	462	5	testing	testing	NOUN
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fis-4294	462	7	shear	shear	NOUN
fis-4294	462	8	links	link	NOUN
fis-4294	462	9	and	and	CCONJ
fis-4294	462	10	calibration	calibration	NOUN
fis-4294	462	11	of	of	ADP
fis-4294	462	12	a	a	DET
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fis-4294	462	14	law	law	NOUN
fis-4294	462	15	,	,	PUNCT
fis-4294	462	16	journal	journal	NOUN
fis-4294	462	17	of	of	ADP
fis-4294	462	18	structural	structural	ADJ
fis-4294	462	19	engineering	engineering	NOUN
fis-4294	462	20	144(10	144(10	NUM
fis-4294	462	21	)	)	PUNCT
fis-4294	462	22	,	,	PUNCT
fis-4294	462	23	04018189	04018189	NUM
fis-4294	462	24	.	.	PUNCT
fis-4294	463	1	doi	doi	NOUN
fis-4294	463	2	:	:	PUNCT
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fis-4294	463	6	)	)	PUNCT
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fis-4294	463	8	-	-	PUNCT
fis-4294	463	9	541x.0002192	541x.0002192	NOUN
fis-4294	463	10	.	.	PUNCT
fis-4294	464	1	[	[	X
fis-4294	464	2	30	30	NUM
fis-4294	464	3	]	]	X
fis-4294	464	4	popov	popov	PROPN
fis-4294	464	5	,	,	PUNCT
fis-4294	464	6	e.	e.	PROPN
fis-4294	464	7	and	and	CCONJ
fis-4294	464	8	engelhardt	engelhardt	PROPN
fis-4294	464	9	,	,	PUNCT
fis-4294	464	10	m.	m.	NOUN
fis-4294	464	11	(	(	PUNCT
fis-4294	464	12	1988	1988	NUM
fis-4294	464	13	)	)	PUNCT
fis-4294	464	14	.	.	PUNCT
fis-4294	465	1	seismic	seismic	ADJ
fis-4294	465	2	eccentrically	eccentrically	ADV
fis-4294	465	3	braced	brace	VERB
fis-4294	465	4	frames	frame	NOUN
fis-4294	465	5	,	,	PUNCT
fis-4294	465	6	journal	journal	NOUN
fis-4294	465	7	of	of	ADP
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fis-4294	465	9	steel	steel	NOUN
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fis-4294	465	11	,	,	PUNCT
fis-4294	465	12	10	10	NUM
fis-4294	465	13	,	,	PUNCT
fis-4294	465	14	pp	pp	ADJ
fis-4294	465	15	.	.	PUNCT
fis-4294	466	1	321	321	NUM
fis-4294	466	2	-	-	SYM
fis-4294	466	3	354	354	NUM
fis-4294	466	4	.	.	PUNCT
fis-4294	467	1	[	[	X
fis-4294	467	2	31	31	NUM
fis-4294	467	3	]	]	X
fis-4294	467	4	popov	popov	PROPN
fis-4294	467	5	,	,	PUNCT
fis-4294	467	6	e.	e.	PROPN
fis-4294	467	7	,	,	PUNCT
fis-4294	467	8	engelhardt	engelhardt	PROPN
fis-4294	467	9	,	,	PUNCT
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fis-4294	467	11	and	and	CCONJ
fis-4294	467	12	ricles	ricle	NOUN
fis-4294	467	13	,	,	PUNCT
fis-4294	467	14	j.	j.	PROPN
fis-4294	467	15	(	(	PUNCT
fis-4294	467	16	1989	1989	NUM
fis-4294	467	17	)	)	PUNCT
fis-4294	467	18	.	.	PUNCT
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fis-4294	468	2	braced	brace	VERB
fis-4294	468	3	frames	frame	NOUN
fis-4294	468	4	:	:	PUNCT
fis-4294	468	5	united	unite	VERB
fis-4294	468	6	-	-	PUNCT
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fis-4294	468	8	practice	practice	NOUN
fis-4294	468	9	,	,	PUNCT
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fis-4294	468	11	journal	journal	NOUN
fis-4294	468	12	,	,	PUNCT
fis-4294	468	13	american	american	PROPN
fis-4294	468	14	institute	institute	PROPN
fis-4294	468	15	of	of	ADP
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fis-4294	468	17	construction	construction	NOUN
fis-4294	468	18	,	,	PUNCT
fis-4294	468	19	26	26	NUM
fis-4294	468	20	,	,	PUNCT
fis-4294	468	21	pp	pp	ADJ
fis-4294	468	22	.	.	PUNCT
fis-4294	469	1	66	66	NUM
fis-4294	469	2	-	-	SYM
fis-4294	469	3	80	80	NUM
fis-4294	469	4	.	.	PUNCT
fis-4294	470	1	[	[	X
fis-4294	470	2	32	32	NUM
fis-4294	470	3	]	]	X
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fis-4294	470	5	,	,	PUNCT
fis-4294	470	6	t.	t.	PROPN
fis-4294	470	7	(	(	PUNCT
fis-4294	470	8	2013	2013	NUM
fis-4294	470	9	)	)	PUNCT
fis-4294	470	10	.	.	PUNCT
fis-4294	471	1	direct	direct	ADJ
fis-4294	471	2	displacement	displacement	NOUN
fis-4294	471	3	-	-	PUNCT
fis-4294	471	4	based	base	VERB
fis-4294	471	5	seismic	seismic	ADJ
fis-4294	471	6	design	design	NOUN
fis-4294	471	7	of	of	ADP
fis-4294	471	8	steel	steel	NOUN
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fis-4294	471	10	braced	brace	VERB
fis-4294	471	11	frame	frame	NOUN
fis-4294	471	12	structures	structure	NOUN
fis-4294	471	13	,	,	PUNCT
fis-4294	471	14	bulletin	bulletin	NOUN
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fis-4294	471	17	engineering	engineering	NOUN
fis-4294	471	18	,	,	PUNCT
fis-4294	471	19	11(6	11(6	NUM
fis-4294	471	20	)	)	PUNCT
fis-4294	471	21	,	,	PUNCT
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fis-4294	471	23	.	.	PUNCT
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fis-4294	472	2	-	-	SYM
fis-4294	472	3	2231	2231	NUM
fis-4294	472	4	.	.	PUNCT
fis-4294	473	1	doi	doi	NOUN
fis-4294	473	2	:	:	PUNCT
fis-4294	473	3	10.1007	10.1007	NUM
fis-4294	473	4	/	/	SYM
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fis-4294	473	10	-	-	SYM
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fis-4294	474	3	]	]	X
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fis-4294	474	5	,	,	PUNCT
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fis-4294	476	2	-	-	SYM
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fis-4294	478	18	.	.	PUNCT
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fis-4294	480	2	-	-	SYM
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fis-4294	480	4	.	.	PUNCT
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fis-4294	482	14	.	.	PUNCT
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fis-4294	483	16	)	)	PUNCT
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fis-4294	483	19	.	.	PUNCT
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fis-4294	484	2	-	-	SYM
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fis-4294	484	4	.	.	PUNCT
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fis-4294	485	2	:	:	PUNCT
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fis-4294	487	16	)	)	PUNCT
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fis-4294	487	19	.	.	PUNCT
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fis-4294	488	2	-	-	SYM
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fis-4294	488	4	.	.	PUNCT
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fis-4294	489	2	:	:	PUNCT
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fis-4294	492	2	-	-	SYM
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fis-4294	492	4	.	.	PUNCT
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fis-4294	496	2	-	-	SYM
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fis-4294	496	4	.	.	PUNCT
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fis-4294	497	2	:	:	PUNCT
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fis-4294	498	3	]	]	PUNCT
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fis-4294	500	2	-	-	SYM
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fis-4294	500	4	.	.	PUNCT
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fis-4294	503	19	)	)	PUNCT
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fis-4294	504	2	-	-	SYM
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fis-4294	504	4	.	.	PUNCT
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fis-4294	512	2	-	-	SYM
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fis-4294	512	4	.	.	PUNCT
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fis-4294	515	2	-	-	SYM
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fis-4294	515	4	.	.	PUNCT
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fis-4294	518	17	,	,	PUNCT
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fis-4294	519	4	.	.	PUNCT
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fis-4294	520	3	]	]	SYM
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fis-4294	522	2	-	-	SYM
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fis-4294	522	4	.	.	PUNCT
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fis-4294	523	21	-	-	SYM
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fis-4294	528	4	.	.	PUNCT
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fis-4294	530	1	[	[	X
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fis-4294	530	6	-	-	SYM
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fis-4294	531	3	)	)	PUNCT
fis-4294	531	4	.	.	PUNCT
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fis-4294	534	25	,	,	PUNCT
fis-4294	534	26	21(4	21(4	NUM
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fis-4294	534	30	.	.	PUNCT
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fis-4294	535	2	-	-	SYM
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fis-4294	535	4	.	.	PUNCT
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fis-4294	538	2	-	-	SYM
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fis-4294	538	22	,	,	PUNCT
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fis-4294	539	9	by	by	ADP
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fis-4294	539	11	subjected	subject	VERB
fis-4294	539	12	to	to	ADP
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fis-4294	539	15	,	,	PUNCT
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fis-4294	539	17	,	,	PUNCT
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fis-4294	539	19	(	(	PUNCT
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fis-4294	539	21	)	)	PUNCT
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fis-4294	539	24	.	.	PUNCT
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fis-4294	540	2	-	-	SYM
fis-4294	540	3	580	580	NUM
fis-4294	540	4	,	,	PUNCT
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fis-4294	541	3	]	]	PUNCT
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fis-4294	541	5	,	,	PUNCT
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fis-4294	541	13	)	)	PUNCT
fis-4294	541	14	.	.	PUNCT
fis-4294	542	1	seismic	seismic	ADJ
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fis-4294	542	3	of	of	ADP
fis-4294	542	4	steel	steel	NOUN
fis-4294	542	5	multi	multi	ADJ
fis-4294	542	6	-	-	ADJ
fis-4294	542	7	tiered	tiere	VERB
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fis-4294	542	13	of	of	ADP
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fis-4294	542	17	,	,	PUNCT
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fis-4294	542	19	,	,	PUNCT
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fis-4294	542	21	.	.	PUNCT
fis-4294	543	1	doi:10.1016	doi:10.1016	PROPN
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fis-4294	543	4	.	.	PUNCT
fis-4294	544	1	[	[	X
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fis-4294	544	3	]	]	X
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fis-4294	544	5	,	,	PUNCT
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fis-4294	544	15	,	,	PUNCT
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fis-4294	544	17	,	,	PUNCT
fis-4294	544	18	f.	f.	PROPN
fis-4294	544	19	and	and	CCONJ
fis-4294	544	20	li	li	PROPN
fis-4294	544	21	,	,	PUNCT
fis-4294	544	22	f.	f.	PROPN
fis-4294	544	23	(	(	PUNCT
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fis-4294	544	25	)	)	PUNCT
fis-4294	544	26	.	.	PUNCT
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fis-4294	545	18	testing	testing	NOUN
fis-4294	545	19	and	and	CCONJ
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fis-4294	546	2	-	-	SYM
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fis-4294	546	4	.	.	PUNCT
fis-4294	547	1	doi:10.1016	doi:10.1016	PROPN
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fis-4294	547	4	.	.	PUNCT
fis-4294	548	1	[	[	X
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fis-4294	548	5	,	,	PUNCT
fis-4294	548	6	f.	f.	PROPN
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fis-4294	548	15	,	,	PUNCT
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fis-4294	548	17	,	,	PUNCT
fis-4294	548	18	y.	y.	PROPN
fis-4294	548	19	and	and	CCONJ
fis-4294	548	20	l	l	PROPN
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fis-4294	548	23	(	(	PUNCT
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fis-4294	548	25	)	)	PUNCT
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fis-4294	549	9	frames	frame	NOUN
fis-4294	549	10	fabricated	fabricate	VERB
fis-4294	549	11	with	with	ADP
fis-4294	549	12	high	high	ADJ
fis-4294	549	13	-	-	PUNCT
fis-4294	549	14	strength	strength	NOUN
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fis-4294	549	16	composite	composite	NOUN
fis-4294	549	17	,	,	PUNCT
fis-4294	549	18	journal	journal	NOUN
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fis-4294	549	23	,	,	PUNCT
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fis-4294	549	25	,	,	PUNCT
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fis-4294	550	4	.	.	PUNCT
fis-4294	551	1	doi://10.1016	doi://10.1016	PROPN
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fis-4294	551	4	.	.	PUNCT
fis-4294	552	1	<	<	X
fis-4294	552	2	<	<	X
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fis-4294	552	4	false	false	ADJ
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fis-4294	552	6	false	false	ADJ
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fis-4294	552	8	true	true	ADJ
fis-4294	552	9	/autorotatepages	/autorotatepage	NOUN
fis-4294	552	10	/none	/none	PUNCT
fis-4294	552	11	/binding	/binding	PUNCT
fis-4294	552	12	/left	/left	ADJ
fis-4294	553	1	/calgrayprofile	/calgrayprofile	VERB
fis-4294	553	2	(	(	PUNCT
fis-4294	553	3	dot	dot	NOUN
fis-4294	553	4	gain	gain	NOUN
fis-4294	553	5	20	20	NUM
fis-4294	553	6	%	%	NOUN
fis-4294	553	7	)	)	PUNCT
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fis-4294	554	1	(	(	PUNCT
fis-4294	554	2	srgb	srgb	PROPN
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fis-4294	554	4	-	-	PUNCT
fis-4294	554	5	2.1	2.1	NUM
fis-4294	554	6	)	)	PUNCT
fis-4294	554	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-4294	555	1	(	(	PUNCT
fis-4294	555	2	u.s	u.s	PROPN
fis-4294	555	3	.	.	PROPN
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fis-4294	555	7	v2	v2	NOUN
fis-4294	555	8	)	)	PUNCT
fis-4294	555	9	/srgbprofile	/srgbprofile	PUNCT
fis-4294	555	10	(	(	PUNCT
fis-4294	555	11	srgb	srgb	PROPN
fis-4294	555	12	iec61966	iec61966	NOUN
fis-4294	555	13	-	-	PUNCT
fis-4294	555	14	2.1	2.1	NUM
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fis-4294	557	5	true	true	ADJ
fis-4294	557	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-4294	557	7	true	true	ADJ
fis-4294	557	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-4294	557	9	true	true	ADJ
fis-4294	557	10	/createjobticket	/createjobticket	NOUN
fis-4294	557	11	false	false	ADJ
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fis-4294	557	13	/default	/default	PUNCT
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fis-4294	557	15	true	true	ADJ
fis-4294	557	16	/detectcurves	/detectcurve	VERB
fis-4294	558	1	0.0000	0.0000	NUM
fis-4294	558	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-4294	558	3	/cmyk	/cmyk	PUNCT
fis-4294	559	1	/dothumbnails	/dothumbnail	VERB
fis-4294	560	1	false	false	ADJ
fis-4294	560	2	/embedallfonts	/embedallfont	NOUN
fis-4294	560	3	true	true	ADJ
fis-4294	560	4	/embedopentype	/embedopentype	PUNCT
fis-4294	560	5	false	false	ADJ
fis-4294	560	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-4294	560	7	true	true	ADJ
fis-4294	560	8	/embedjoboptions	/embedjoboption	NOUN
fis-4294	560	9	true	true	ADJ
fis-4294	560	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-4294	560	11	0	0	NUM
fis-4294	560	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-4294	560	13	false	false	ADJ
fis-4294	560	14	/endpage	/endpage	NOUN
fis-4294	560	15	-1	-1	NOUN
fis-4294	560	16	/imagememory	/imagememory	NUM
fis-4294	560	17	1048576	1048576	NUM
fis-4294	560	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-4294	560	19	false	false	ADJ
fis-4294	560	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-4294	560	21	100	100	NUM
fis-4294	560	22	/optimize	/optimize	NOUN
fis-4294	560	23	true	true	ADJ
fis-4294	560	24	/opm	/opm	NOUN
fis-4294	560	25	1	1	NUM
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fis-4294	560	27	true	true	ADJ
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fis-4294	560	29	true	true	ADJ
fis-4294	560	30	/preservecopypage	/preservecopypage	NOUN
fis-4294	560	31	true	true	ADJ
fis-4294	560	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-4294	560	33	true	true	ADJ
fis-4294	560	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-4294	560	35	true	true	ADJ
fis-4294	560	36	/preserveflatness	/preserveflatness	NOUN
fis-4294	560	37	true	true	ADJ
fis-4294	560	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-4294	560	39	false	false	ADJ
fis-4294	560	40	/preserveopicomments	/preserveopicomment	NOUN
fis-4294	560	41	true	true	ADJ
fis-4294	560	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-4294	560	43	true	true	ADJ
fis-4294	560	44	/startpage	/startpage	NOUN
fis-4294	560	45	1	1	NUM
fis-4294	560	46	/subsetfonts	/subsetfont	NOUN
fis-4294	560	47	true	true	ADJ
fis-4294	560	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-4294	560	49	/apply	/apply	PUNCT
fis-4294	560	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-4294	561	1	/preserve	/preserve	NOUN
fis-4294	561	2	/useprologue	/useprologue	NOUN
fis-4294	561	3	false	false	ADJ
fis-4294	561	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-4294	561	5	(	(	PUNCT
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fis-4294	561	8	[	[	PUNCT
fis-4294	561	9	true	true	ADJ
fis-4294	561	10	]	]	PUNCT
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fis-4294	562	1	[	[	PUNCT
fis-4294	562	2	true	true	ADJ
fis-4294	562	3	]	]	PUNCT
fis-4294	562	4	/antialiascolorimages	/antialiascolorimages	X
fis-4294	562	5	false	false	ADJ
fis-4294	562	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-4294	562	7	true	true	ADJ
fis-4294	562	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-4294	562	9	300	300	NUM
fis-4294	562	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-4294	562	11	/ok	/ok	ADJ
fis-4294	563	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-4294	564	1	true	true	ADJ
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fis-4294	565	1	300	300	NUM
fis-4294	565	2	/colorimagedepth	/colorimagedepth	PRON
fis-4294	565	3	-1	-1	INTJ
fis-4294	565	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-4294	565	5	1	1	NUM
fis-4294	565	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-4294	565	7	1.50000	1.50000	NUM
fis-4294	565	8	/encodecolorimages	/encodecolorimage	NOUN
fis-4294	565	9	true	true	ADJ
fis-4294	565	10	/colorimagefilter	/colorimagefilter	PUNCT
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fis-4294	566	4	/jpeg	/jpeg	PUNCT
fis-4294	566	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-4294	567	1	<	<	X
fis-4294	567	2	<	<	X
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fis-4294	568	1	[	[	X
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fis-4294	568	3	1	1	NUM
fis-4294	568	4	1	1	NUM
fis-4294	568	5	1	1	NUM
fis-4294	568	6	]	]	PUNCT
fis-4294	568	7	/vsamples	/vsample	NOUN
fis-4294	569	1	[	[	X
fis-4294	569	2	1	1	NUM
fis-4294	569	3	1	1	NUM
fis-4294	569	4	1	1	NUM
fis-4294	569	5	1	1	NUM
fis-4294	569	6	]	]	PUNCT
fis-4294	569	7	>	>	PUNCT
fis-4294	569	8	>	>	X
fis-4294	569	9	/colorimagedict	/colorimagedict	PUNCT
fis-4294	570	1	<	<	X
fis-4294	570	2	<	<	X
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fis-4294	570	5	/hsamples	/hsample	NOUN
fis-4294	571	1	[	[	X
fis-4294	571	2	1	1	NUM
fis-4294	571	3	1	1	NUM
fis-4294	571	4	1	1	NUM
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fis-4294	597	2	>	>	X
fis-4294	597	3	/deu	/deu	PUNCT
fis-4294	597	4	<	<	X
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fis-4294	597	6	>	>	X
fis-4294	597	7	/esp	/esp	PUNCT
fis-4294	597	8	<	<	X
fis-4294	597	9	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	X
fis-4294	597	10	>	>	X
fis-4294	597	11	/eti	/eti	X
fis-4294	598	1	<	<	X
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fis-4294	598	3	>	>	X
fis-4294	598	4	/fra	/fra	PUNCT
fis-4294	599	1	<	<	X
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fis-4294	599	3	>	>	X
fis-4294	599	4	/gre	/gre	PUNCT
fis-4294	599	5	<	<	X
fis-4294	599	6	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	NOUN
fis-4294	599	7	>	>	X
fis-4294	599	8	/heb	/heb	X
fis-4294	599	9	<	<	X
fis-4294	599	10	feff05d405e905ea05de05e905d5002005d105d405d205d305e805d505ea002005d005dc05d4002005db05d305d9002005dc05d905e605d505e8002005de05e105de05db05d9002000410064006f006200650020005000440046002005d405de05d505ea05d005de05d905dd002005dc05d405d305e405e105ea002005e705d305dd002d05d305e405d505e1002005d005d905db05d505ea05d905ea002e002005de05e105de05db05d90020005000440046002005e905e005d505e605e805d5002005e005d905ea05e005d905dd002005dc05e405ea05d905d705d4002005d105d005de05e605e205d505ea0020004100630072006f006200610074002005d5002d00410064006f00620065002000520065006100640065007200200035002e0030002005d505d205e805e105d005d505ea002005de05ea05e705d305de05d505ea002005d905d505ea05e8002e05d005de05d905dd002005dc002d005000440046002f0058002d0033002c002005e205d905d905e005d5002005d105de05d305e805d905da002005dc05de05e905ea05de05e9002005e905dc0020004100630072006f006200610074002e002005de05e105de05db05d90020005000440046002005e905e005d505e605e805d5002005e005d905ea05e005d905dd002005dc05e405ea05d905d705d4002005d105d005de05e605e205d505ea0020004100630072006f006200610074002005d5002d00410064006f00620065002000520065006100640065007200200035002e0030002005d505d205e805e105d005d505ea002005de05ea05e705d305de05d505ea002005d905d505ea05e8002e	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	X
fis-4294	599	11	>	>	X
fis-4294	599	12	/hrv	/hrv	PROPN
fis-4294	600	1	(	(	PUNCT
fis-4294	600	2	za	za	PROPN
fis-4294	600	3	stvaranje	stvaranje	PROPN
fis-4294	600	4	adobe	adobe	PROPN
fis-4294	600	5	pdf	pdf	PROPN
fis-4294	600	6	dokumenata	dokumenata	PROPN
fis-4294	600	7	najpogodnijih	najpogodnijih	PROPN
fis-4294	600	8	za	za	PROPN
fis-4294	600	9	visokokvalitetni	visokokvalitetni	VERB
fis-4294	600	10	ispis	ispis	ADJ
fis-4294	600	11	prije	prije	NOUN
fis-4294	600	12	tiskanja	tiskanja	PROPN
fis-4294	600	13	koristite	koristite	PROPN
fis-4294	600	14	ove	ove	NOUN
fis-4294	600	15	postavke	postavke	NOUN
fis-4294	600	16	.	.	PUNCT
fis-4294	601	1	stvoreni	stvoreni	ADJ
fis-4294	601	2	pdf	pdf	NOUN
fis-4294	601	3	dokumenti	dokumenti	PROPN
fis-4294	601	4	mogu	mogu	PROPN
fis-4294	601	5	se	se	X
fis-4294	601	6	otvoriti	otvoriti	PROPN
fis-4294	601	7	acrobat	acrobat	PROPN
fis-4294	602	1	i	i	PRON
fis-4294	602	2	adobe	adobe	PROPN
fis-4294	602	3	reader	reader	PROPN
fis-4294	602	4	5.0	5.0	NUM
fis-4294	602	5	i	i	PRON
fis-4294	602	6	kasnijim	kasnijim	VERB
fis-4294	602	7	verzijama	verzijama	NOUN
fis-4294	602	8	.	.	PUNCT
fis-4294	602	9	)	)	PUNCT
fis-4294	603	1	/hun	/hun	PUNCT
fis-4294	604	1	<	<	X
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fis-4294	604	3	>	>	X
fis-4294	604	4	/ita	/ita	PUNCT
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fis-4294	609	3	>	>	X
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fis-4294	610	1	(	(	PUNCT
fis-4294	610	2	gebruik	gebruik	NOUN
fis-4294	610	3	deze	deze	PROPN
fis-4294	610	4	instellingen	instellingen	PROPN
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fis-4294	610	7	pdf	pdf	PROPN
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fis-4294	612	1	/nor	/nor	PUNCT
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fis-4294	614	3	>	>	X
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