id	sid	tid	token	lemma	pos
cana-6274	1	1	jetir	jetir	VERB
cana-6274	1	2	research	research	PROPN
cana-6274	1	3	journal	journal	NOUN
cana-6274	1	4	communications	communication	NOUN
cana-6274	1	5	on	on	ADP
cana-6274	1	6	applied	apply	VERB
cana-6274	1	7	nonlinear	nonlinear	ADJ
cana-6274	1	8	analysis	analysis	NOUN
cana-6274	1	9	issn	issn	NOUN
cana-6274	1	10	:	:	PUNCT
cana-6274	1	11	1074	1074	NUM
cana-6274	1	12	-	-	PUNCT
cana-6274	1	13	133x	133x	NUM
cana-6274	1	14	vol	vol	NOUN
cana-6274	1	15	31	31	NUM
cana-6274	1	16	no	no	NOUN
cana-6274	1	17	.	.	PUNCT
cana-6274	2	1	8s	8s	PROPN
cana-6274	2	2	(	(	PUNCT
cana-6274	2	3	2024	2024	NUM
cana-6274	2	4	)	)	PUNCT
cana-6274	2	5	1246	1246	NUM
cana-6274	2	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6274	2	7	structural	structural	ADJ
cana-6274	2	8	performance	performance	NOUN
cana-6274	2	9	of	of	ADP
cana-6274	2	10	diagrid	diagrid	ADJ
cana-6274	2	11	systems	system	NOUN
cana-6274	2	12	in	in	ADP
cana-6274	2	13	high	high	ADJ
cana-6274	2	14	-	-	PUNCT
cana-6274	2	15	rise	rise	NOUN
cana-6274	2	16	buildings	building	NOUN
cana-6274	2	17	with	with	ADP
cana-6274	2	18	different	different	ADJ
cana-6274	2	19	geometrical	geometrical	ADJ
cana-6274	2	20	configurations	configuration	NOUN
cana-6274	2	21	polusani	polusani	PROPN
cana-6274	2	22	sharada1	sharada1	PROPN
cana-6274	2	23	,	,	PUNCT
cana-6274	2	24	p.neeraja2	p.neeraja2	PROPN
cana-6274	2	25	1assistant	1assistant	NUM
cana-6274	2	26	professor	professor	NOUN
cana-6274	2	27	,	,	PUNCT
cana-6274	2	28	2assistant	2assistant	NUM
cana-6274	2	29	professor	professor	NOUN
cana-6274	2	30	,	,	PUNCT
cana-6274	2	31	1,2department	1,2department	NUM
cana-6274	2	32	of	of	ADP
cana-6274	2	33	civil	civil	ADJ
cana-6274	2	34	engineering	engineering	NOUN
cana-6274	2	35	,	,	PUNCT
cana-6274	2	36	1,2mahatma	1,2mahatma	PROPN
cana-6274	2	37	gandhi	gandhi	PROPN
cana-6274	2	38	institute	institute	PROPN
cana-6274	2	39	of	of	ADP
cana-6274	2	40	technology	technology	PROPN
cana-6274	2	41	,	,	PUNCT
cana-6274	2	42	gandipet-500075	gandipet-500075	ADJ
cana-6274	2	43	article	article	NOUN
cana-6274	2	44	history	history	NOUN
cana-6274	2	45	:	:	PUNCT
cana-6274	2	46	received	receive	VERB
cana-6274	2	47	:	:	PUNCT
cana-6274	2	48	26	26	NUM
cana-6274	2	49	-	-	SYM
cana-6274	2	50	10	10	NUM
cana-6274	2	51	-	-	PUNCT
cana-6274	2	52	2024	2024	NUM
cana-6274	2	53	revised	revise	VERB
cana-6274	2	54	:	:	PUNCT
cana-6274	2	55	10	10	NUM
cana-6274	2	56	-	-	SYM
cana-6274	2	57	11	11	NUM
cana-6274	2	58	-	-	PUNCT
cana-6274	2	59	2024	2024	NUM
cana-6274	2	60	accepted	accept	VERB
cana-6274	2	61	:	:	PUNCT
cana-6274	2	62	05	05	NUM
cana-6274	2	63	-	-	SYM
cana-6274	2	64	12	12	NUM
cana-6274	2	65	-	-	PUNCT
cana-6274	2	66	2024	2024	NUM
cana-6274	2	67	abstract	abstract	NOUN
cana-6274	2	68	:	:	PUNCT
cana-6274	2	69	the	the	DET
cana-6274	2	70	diagrid	diagrid	ADJ
cana-6274	2	71	structural	structural	ADJ
cana-6274	2	72	system	system	NOUN
cana-6274	2	73	has	have	AUX
cana-6274	2	74	been	be	AUX
cana-6274	2	75	widely	widely	ADV
cana-6274	2	76	used	use	VERB
cana-6274	2	77	for	for	ADP
cana-6274	2	78	recent	recent	ADJ
cana-6274	2	79	tall	tall	ADJ
cana-6274	2	80	buildings	building	NOUN
cana-6274	2	81	due	due	ADP
cana-6274	2	82	to	to	ADP
cana-6274	2	83	the	the	DET
cana-6274	2	84	structural	structural	ADJ
cana-6274	2	85	efficiency	efficiency	NOUN
cana-6274	2	86	and	and	CCONJ
cana-6274	2	87	aesthetic	aesthetic	ADJ
cana-6274	2	88	potential	potential	NOUN
cana-6274	2	89	provided	provide	VERB
cana-6274	2	90	by	by	ADP
cana-6274	2	91	the	the	DET
cana-6274	2	92	unique	unique	ADJ
cana-6274	2	93	geometric	geometric	ADJ
cana-6274	2	94	configuration	configuration	NOUN
cana-6274	2	95	of	of	ADP
cana-6274	2	96	the	the	DET
cana-6274	2	97	system	system	NOUN
cana-6274	2	98	.	.	PUNCT
cana-6274	3	1	diagrid	diagrid	PROPN
cana-6274	3	2	is	be	AUX
cana-6274	3	3	a	a	DET
cana-6274	3	4	system	system	NOUN
cana-6274	3	5	of	of	ADP
cana-6274	3	6	triangulated	triangulate	VERB
cana-6274	3	7	beams	beam	NOUN
cana-6274	3	8	,	,	PUNCT
cana-6274	3	9	straight	straight	ADV
cana-6274	3	10	or	or	CCONJ
cana-6274	3	11	curved	curve	VERB
cana-6274	3	12	,	,	PUNCT
cana-6274	3	13	and	and	CCONJ
cana-6274	3	14	horizontal	horizontal	ADJ
cana-6274	3	15	rings	ring	NOUN
cana-6274	3	16	that	that	PRON
cana-6274	3	17	together	together	ADV
cana-6274	3	18	make	make	VERB
cana-6274	3	19	up	up	ADP
cana-6274	3	20	a	a	DET
cana-6274	3	21	structural	structural	ADJ
cana-6274	3	22	system	system	NOUN
cana-6274	3	23	for	for	ADP
cana-6274	3	24	skyscrapers	skyscraper	NOUN
cana-6274	3	25	.	.	PUNCT
cana-6274	4	1	diagrid	diagrid	NOUN
cana-6274	4	2	structures	structure	NOUN
cana-6274	4	3	carry	carry	VERB
cana-6274	4	4	lateral	lateral	ADJ
cana-6274	4	5	seismic	seismic	ADJ
cana-6274	4	6	loads	load	NOUN
cana-6274	4	7	much	much	ADV
cana-6274	4	8	more	more	ADV
cana-6274	4	9	efficiently	efficiently	ADV
cana-6274	4	10	by	by	ADP
cana-6274	4	11	their	their	PRON
cana-6274	4	12	diagonal	diagonal	ADJ
cana-6274	4	13	member	member	NOUN
cana-6274	4	14	’s	’s	PART
cana-6274	4	15	axial	axial	ADJ
cana-6274	4	16	action	action	NOUN
cana-6274	4	17	in	in	ADP
cana-6274	4	18	comparing	compare	VERB
cana-6274	4	19	with	with	ADP
cana-6274	4	20	conventional	conventional	ADJ
cana-6274	4	21	orthogonal	orthogonal	ADJ
cana-6274	4	22	structures	structure	NOUN
cana-6274	4	23	for	for	ADP
cana-6274	4	24	tall	tall	ADJ
cana-6274	4	25	buildings	building	NOUN
cana-6274	4	26	such	such	ADJ
cana-6274	4	27	as	as	ADP
cana-6274	4	28	framed	frame	VERB
cana-6274	4	29	tubes	tube	NOUN
cana-6274	4	30	.	.	PUNCT
cana-6274	5	1	the	the	DET
cana-6274	5	2	configuration	configuration	NOUN
cana-6274	5	3	and	and	CCONJ
cana-6274	5	4	efficiency	efficiency	NOUN
cana-6274	5	5	of	of	ADP
cana-6274	5	6	a	a	DET
cana-6274	5	7	diagrid	diagrid	ADJ
cana-6274	5	8	system	system	NOUN
cana-6274	5	9	reduce	reduce	VERB
cana-6274	5	10	the	the	DET
cana-6274	5	11	number	number	NOUN
cana-6274	5	12	of	of	ADP
cana-6274	5	13	the	the	DET
cana-6274	5	14	structural	structural	ADJ
cana-6274	5	15	element	element	NOUN
cana-6274	5	16	required	require	VERB
cana-6274	5	17	on	on	ADP
cana-6274	5	18	the	the	DET
cana-6274	5	19	facade	facade	NOUN
cana-6274	5	20	of	of	ADP
cana-6274	5	21	the	the	DET
cana-6274	5	22	buildings	building	NOUN
cana-6274	5	23	.	.	PUNCT
cana-6274	6	1	current	current	ADJ
cana-6274	6	2	study	study	NOUN
cana-6274	6	3	is	be	AUX
cana-6274	6	4	to	to	PART
cana-6274	6	5	investigate	investigate	VERB
cana-6274	6	6	g+15	g+15	PROPN
cana-6274	6	7	multi	multi	ADJ
cana-6274	6	8	-	-	ADJ
cana-6274	6	9	storeyed	storeyed	ADJ
cana-6274	6	10	r.c.c	r.c.c	NOUN
cana-6274	6	11	building	building	NOUN
cana-6274	6	12	using	use	VERB
cana-6274	6	13	etabs	etab	NOUN
cana-6274	6	14	2016	2016	NUM
cana-6274	6	15	software	software	NOUN
cana-6274	6	16	.	.	PUNCT
cana-6274	7	1	seismic	seismic	ADJ
cana-6274	7	2	analysis	analysis	NOUN
cana-6274	7	3	is	be	AUX
cana-6274	7	4	done	do	VERB
cana-6274	7	5	by	by	ADP
cana-6274	7	6	response	response	NOUN
cana-6274	7	7	spectrum	spectrum	NOUN
cana-6274	7	8	.	.	PUNCT
cana-6274	8	1	building	building	NOUN
cana-6274	8	2	models	model	NOUN
cana-6274	8	3	with	with	ADP
cana-6274	8	4	different	different	ADJ
cana-6274	8	5	geometrical	geometrical	ADJ
cana-6274	8	6	shapesd	shapesd	NOUN
cana-6274	8	7	square	square	ADJ
cana-6274	8	8	&	&	CCONJ
cana-6274	8	9	t	t	PROPN
cana-6274	8	10	shaped	shape	VERB
cana-6274	8	11	are	be	AUX
cana-6274	8	12	analyzed	analyze	VERB
cana-6274	8	13	by	by	ADP
cana-6274	8	14	etabs	etab	NOUN
cana-6274	8	15	software	software	NOUN
cana-6274	8	16	to	to	PART
cana-6274	8	17	study	study	VERB
cana-6274	8	18	of	of	ADP
cana-6274	8	19	the	the	DET
cana-6274	8	20	effect	effect	NOUN
cana-6274	8	21	storey	storey	NOUN
cana-6274	8	22	shear	shear	NOUN
cana-6274	8	23	,	,	PUNCT
cana-6274	8	24	base	base	ADJ
cana-6274	8	25	shear	shear	NOUN
cana-6274	8	26	,	,	PUNCT
cana-6274	8	27	storey	storey	NOUN
cana-6274	8	28	stiffness	stiffness	NOUN
cana-6274	8	29	,	,	PUNCT
cana-6274	8	30	maximum	maximum	ADJ
cana-6274	8	31	storey	storey	NOUN
cana-6274	8	32	displacement	displacement	NOUN
cana-6274	8	33	and	and	CCONJ
cana-6274	8	34	maximum	maximum	ADJ
cana-6274	8	35	storey	storey	NOUN
cana-6274	8	36	drift	drift	NOUN
cana-6274	8	37	etc	etc	X
cana-6274	8	38	.	.	X
cana-6274	9	1	indexterms	indexterm	NOUN
cana-6274	9	2	diagrid	diagrid	VERB
cana-6274	9	3	,	,	PUNCT
cana-6274	9	4	various	various	ADJ
cana-6274	9	5	geometry	geometry	NOUN
cana-6274	9	6	,	,	PUNCT
cana-6274	9	7	storey	storey	NOUN
cana-6274	9	8	displacement	displacement	NOUN
cana-6274	9	9	,	,	PUNCT
cana-6274	9	10	storey	storey	NOUN
cana-6274	9	11	shear	shear	NOUN
cana-6274	9	12	.	.	PUNCT
cana-6274	10	1	i.	i.	NOUN
cana-6274	10	2	introduction	introduction	NOUN
cana-6274	10	3	and	and	CCONJ
cana-6274	10	4	need	need	VERB
cana-6274	10	5	for	for	ADP
cana-6274	10	6	diagrid	diagrid	ADJ
cana-6274	10	7	system	system	NOUN
cana-6274	10	8	due	due	ADP
cana-6274	10	9	to	to	ADP
cana-6274	10	10	the	the	DET
cana-6274	10	11	action	action	NOUN
cana-6274	10	12	of	of	ADP
cana-6274	10	13	lateral	lateral	ADJ
cana-6274	10	14	loads	load	NOUN
cana-6274	10	15	in	in	ADP
cana-6274	10	16	tall	tall	ADJ
cana-6274	10	17	building	building	NOUN
cana-6274	10	18	is	be	AUX
cana-6274	10	19	not	not	PART
cana-6274	10	20	easy	easy	ADJ
cana-6274	10	21	to	to	ADP
cana-6274	10	22	construction	construction	NOUN
cana-6274	10	23	of	of	ADP
cana-6274	10	24	tall	tall	ADJ
cana-6274	10	25	buildings	building	NOUN
cana-6274	10	26	as	as	ADP
cana-6274	10	27	that	that	PRON
cana-6274	10	28	of	of	ADP
cana-6274	10	29	normal	normal	ADJ
cana-6274	10	30	building	building	NOUN
cana-6274	10	31	.	.	PUNCT
cana-6274	11	1	in	in	ADP
cana-6274	11	2	tall	tall	ADJ
cana-6274	11	3	buildings	building	NOUN
cana-6274	11	4	lateral	lateral	ADJ
cana-6274	11	5	displacement	displacement	NOUN
cana-6274	11	6	will	will	AUX
cana-6274	11	7	have	have	VERB
cana-6274	11	8	bending	bend	VERB
cana-6274	11	9	effects	effect	NOUN
cana-6274	11	10	and	and	CCONJ
cana-6274	11	11	shear	shear	NOUN
cana-6274	11	12	will	will	AUX
cana-6274	11	13	be	be	AUX
cana-6274	11	14	more	more	ADV
cana-6274	11	15	so	so	ADV
cana-6274	11	16	lateral	lateral	ADJ
cana-6274	11	17	load	load	NOUN
cana-6274	11	18	resisting	resist	VERB
cana-6274	11	19	systems	system	NOUN
cana-6274	11	20	are	be	AUX
cana-6274	11	21	introduced	introduce	VERB
cana-6274	11	22	.	.	PUNCT
cana-6274	12	1	the	the	DET
cana-6274	12	2	lateral	lateral	ADJ
cana-6274	12	3	load	load	NOUN
cana-6274	12	4	resisting	resist	VERB
cana-6274	12	5	systems	system	NOUN
cana-6274	12	6	are	be	AUX
cana-6274	12	7	rigid	rigid	ADJ
cana-6274	12	8	frame	frame	NOUN
cana-6274	12	9	,	,	PUNCT
cana-6274	12	10	shear	shear	NOUN
cana-6274	12	11	wall	wall	PROPN
cana-6274	12	12	structure	structure	PROPN
cana-6274	12	13	,	,	PUNCT
cana-6274	12	14	outrigger	outrigger	NOUN
cana-6274	12	15	structure	structure	NOUN
cana-6274	12	16	these	these	PRON
cana-6274	12	17	are	be	AUX
cana-6274	12	18	interior	interior	ADJ
cana-6274	12	19	structures	structure	NOUN
cana-6274	12	20	.	.	PUNCT
cana-6274	13	1	and	and	CCONJ
cana-6274	13	2	exterior	exterior	ADJ
cana-6274	13	3	structures	structure	NOUN
cana-6274	13	4	such	such	ADJ
cana-6274	13	5	as	as	ADP
cana-6274	13	6	tube	tube	NOUN
cana-6274	13	7	system	system	NOUN
cana-6274	13	8	,	,	PUNCT
cana-6274	13	9	diagrid	diagrid	ADJ
cana-6274	13	10	system	system	NOUN
cana-6274	13	11	,	,	PUNCT
cana-6274	13	12	space	space	NOUN
cana-6274	13	13	truss	truss	NOUN
cana-6274	13	14	,	,	PUNCT
cana-6274	13	15	exoskeleton	exoskeleton	NOUN
cana-6274	13	16	structure	structure	NOUN
cana-6274	13	17	,	,	PUNCT
cana-6274	13	18	and	and	CCONJ
cana-6274	13	19	super	super	ADJ
cana-6274	13	20	frame	frame	NOUN
cana-6274	13	21	structure	structure	NOUN
cana-6274	13	22	.	.	PUNCT
cana-6274	13	23	.	.	PUNCT
cana-6274	14	1	the	the	DET
cana-6274	14	2	benefits	benefit	NOUN
cana-6274	14	3	of	of	ADP
cana-6274	14	4	placing	place	VERB
cana-6274	14	5	diagonal	diagonal	ADJ
cana-6274	14	6	members	member	NOUN
cana-6274	14	7	on	on	ADP
cana-6274	14	8	the	the	DET
cana-6274	14	9	perimeter	perimeter	NOUN
cana-6274	14	10	of	of	ADP
cana-6274	14	11	the	the	DET
cana-6274	14	12	building	building	NOUN
cana-6274	14	13	are	be	AUX
cana-6274	14	14	many	many	ADJ
cana-6274	14	15	,	,	PUNCT
cana-6274	14	16	but	but	CCONJ
cana-6274	14	17	certainly	certainly	ADV
cana-6274	14	18	the	the	DET
cana-6274	14	19	most	most	ADV
cana-6274	14	20	important	important	ADJ
cana-6274	14	21	one	one	NOUN
cana-6274	14	22	is	be	AUX
cana-6274	14	23	that	that	SCONJ
cana-6274	14	24	the	the	DET
cana-6274	14	25	efficiency	efficiency	NOUN
cana-6274	14	26	of	of	ADP
cana-6274	14	27	the	the	DET
cana-6274	14	28	system	system	NOUN
cana-6274	14	29	is	be	AUX
cana-6274	14	30	far	far	ADV
cana-6274	14	31	greater	great	ADJ
cana-6274	14	32	than	than	ADP
cana-6274	14	33	of	of	ADP
cana-6274	14	34	a	a	DET
cana-6274	14	35	system	system	NOUN
cana-6274	14	36	where	where	SCONJ
cana-6274	14	37	the	the	DET
cana-6274	14	38	lateral	lateral	ADJ
cana-6274	14	39	bearing	bearing	NOUN
cana-6274	14	40	structure	structure	NOUN
cana-6274	14	41	is	be	AUX
cana-6274	14	42	confined	confine	VERB
cana-6274	14	43	in	in	ADP
cana-6274	14	44	the	the	DET
cana-6274	14	45	narrow	narrow	ADJ
cana-6274	14	46	core	core	NOUN
cana-6274	14	47	.	.	PUNCT
cana-6274	15	1	for	for	ADP
cana-6274	15	2	these	these	DET
cana-6274	15	3	two	two	NUM
cana-6274	15	4	reasons	reason	NOUN
cana-6274	15	5	,	,	PUNCT
cana-6274	15	6	diagrid	diagrid	VERB
cana-6274	15	7	structures	structure	NOUN
cana-6274	15	8	have	have	AUX
cana-6274	15	9	attracted	attract	VERB
cana-6274	15	10	the	the	DET
cana-6274	15	11	interest	interest	NOUN
cana-6274	15	12	of	of	ADP
cana-6274	15	13	engineers	engineer	NOUN
cana-6274	15	14	and	and	CCONJ
cana-6274	15	15	architects	architect	NOUN
cana-6274	15	16	and	and	CCONJ
cana-6274	15	17	are	be	AUX
cana-6274	15	18	increasingly	increasingly	ADV
cana-6274	15	19	used	use	VERB
cana-6274	15	20	as	as	ADP
cana-6274	15	21	a	a	DET
cana-6274	15	22	tall	tall	ADJ
cana-6274	15	23	building	building	NOUN
cana-6274	15	24	structural	structural	ADJ
cana-6274	15	25	system	system	NOUN
cana-6274	15	26	.	.	PUNCT
cana-6274	16	1	the	the	DET
cana-6274	16	2	most	most	ADV
cana-6274	16	3	wellknown	wellknown	ADJ
cana-6274	16	4	examples	example	NOUN
cana-6274	16	5	are	be	AUX
cana-6274	16	6	the	the	DET
cana-6274	16	7	hearst	hearst	ADJ
cana-6274	16	8	headquarters	headquarters	NOUN
cana-6274	16	9	in	in	ADP
cana-6274	16	10	new	new	PROPN
cana-6274	16	11	york	york	PROPN
cana-6274	16	12	city	city	PROPN
cana-6274	16	13	,	,	PUNCT
cana-6274	16	14	the	the	DET
cana-6274	16	15	swiss	swiss	PROPN
cana-6274	16	16	re	re	AUX
cana-6274	16	17	building	build	VERB
cana-6274	16	18	in	in	ADP
cana-6274	16	19	london	london	PROPN
cana-6274	16	20	both	both	CCONJ
cana-6274	16	21	by	by	ADP
cana-6274	16	22	sir	sir	PROPN
cana-6274	16	23	norman	norman	PROPN
cana-6274	16	24	foster	foster	PROPN
cana-6274	16	25	and	and	CCONJ
cana-6274	16	26	the	the	DET
cana-6274	16	27	guangzhou	guangzhou	PROPN
cana-6274	16	28	twin	twin	PROPN
cana-6274	16	29	towers	tower	NOUN
cana-6274	16	30	in	in	ADP
cana-6274	16	31	guangzhou	guangzhou	PROPN
cana-6274	16	32	china	china	PROPN
cana-6274	16	33	by	by	ADP
cana-6274	16	34	wilkinson	wilkinson	PROPN
cana-6274	16	35	eyre	eyre	PROPN
cana-6274	16	36	.	.	PUNCT
cana-6274	17	1	diagrid	diagrid	PROPN
cana-6274	17	2	is	be	AUX
cana-6274	17	3	used	use	VERB
cana-6274	17	4	in	in	ADP
cana-6274	17	5	the	the	DET
cana-6274	17	6	large	large	ADJ
cana-6274	17	7	span	span	NOUN
cana-6274	17	8	and	and	CCONJ
cana-6274	17	9	high	high	ADJ
cana-6274	17	10	rise	rise	NOUN
cana-6274	17	11	buildings	building	NOUN
cana-6274	17	12	,	,	PUNCT
cana-6274	17	13	particularly	particularly	ADV
cana-6274	17	14	when	when	SCONJ
cana-6274	17	15	they	they	PRON
cana-6274	17	16	are	be	AUX
cana-6274	17	17	complex	complex	ADJ
cana-6274	17	18	geometries	geometry	NOUN
cana-6274	17	19	and	and	CCONJ
cana-6274	17	20	curved	curved	ADJ
cana-6274	17	21	shapes	shape	NOUN
cana-6274	17	22	.	.	PUNCT
cana-6274	18	1	ii	ii	X
cana-6274	18	2	.	.	PUNCT
cana-6274	19	1	literature	literature	PROPN
cana-6274	19	2	review	review	PROPN
cana-6274	19	3	designed	design	VERB
cana-6274	19	4	a	a	DET
cana-6274	19	5	diagrid	diagrid	ADJ
cana-6274	19	6	exoskeleton	exoskeleton	NOUN
cana-6274	19	7	for	for	ADP
cana-6274	19	8	the	the	DET
cana-6274	19	9	seismic	seismic	ADJ
cana-6274	19	10	retrofit	retrofit	NOUN
cana-6274	19	11	of	of	ADP
cana-6274	19	12	an	an	DET
cana-6274	19	13	existing	exist	VERB
cana-6274	19	14	rc	rc	PROPN
cana-6274	19	15	rectangular	rectangular	ADJ
cana-6274	19	16	building	building	NOUN
cana-6274	19	17	of	of	ADP
cana-6274	19	18	8	8	NUM
cana-6274	19	19	storey	storey	NOUN
cana-6274	19	20	(	(	PUNCT
cana-6274	19	21	27.10	27.10	NUM
cana-6274	19	22	m	m	NOUN
cana-6274	19	23	×	×	NOUN
cana-6274	19	24	9.35	9.35	NUM
cana-6274	19	25	m	m	NOUN
cana-6274	19	26	)	)	PUNCT
cana-6274	19	27	located	locate	VERB
cana-6274	19	28	in	in	ADP
cana-6274	19	29	brescia	brescia	PROPN
cana-6274	19	30	(	(	PUNCT
cana-6274	19	31	italy).method	italy).method	NOUN
cana-6274	19	32	1	1	NUM
cana-6274	19	33	–	–	PUNCT
cana-6274	19	34	stiffness	stiffness	NOUN
cana-6274	19	35	-	-	PUNCT
cana-6274	19	36	based	base	VERB
cana-6274	19	37	and	and	CCONJ
cana-6274	19	38	strength	strength	NOUN
cana-6274	19	39	-	-	PUNCT
cana-6274	19	40	based	base	VERB
cana-6274	19	41	design	design	NOUN
cana-6274	19	42	,	,	PUNCT
cana-6274	19	43	method	method	NOUN
cana-6274	19	44	2	2	NUM
cana-6274	19	45	–	–	PUNCT
cana-6274	19	46	design	design	NOUN
cana-6274	19	47	spectra	spectra	NOUN
cana-6274	19	48	and	and	CCONJ
cana-6274	19	49	strengthbased	strengthbase	VERB
cana-6274	19	50	design	design	NOUN
cana-6274	19	51	used	use	VERB
cana-6274	19	52	and	and	CCONJ
cana-6274	19	53	diagrids	diagrid	NOUN
cana-6274	19	54	are	be	AUX
cana-6274	19	55	applied	apply	VERB
cana-6274	19	56	as	as	ADP
cana-6274	19	57	additional	additional	ADJ
cana-6274	19	58	exoskeletons	exoskeleton	NOUN
cana-6274	19	59	for	for	ADP
cana-6274	19	60	the	the	DET
cana-6274	19	61	retrofit	retrofit	NOUN
cana-6274	19	62	of	of	ADP
cana-6274	19	63	existing	exist	VERB
cana-6274	19	64	rc	rc	PROPN
cana-6274	19	65	structures[5	structures[5	PROPN
cana-6274	19	66	]	]	PUNCT
cana-6274	19	67	stabilize	stabilize	VERB
cana-6274	19	68	the	the	DET
cana-6274	19	69	global	global	ADJ
cana-6274	19	70	lateral	lateral	ADJ
cana-6274	19	71	communications	communication	NOUN
cana-6274	19	72	on	on	ADP
cana-6274	19	73	applied	apply	VERB
cana-6274	19	74	nonlinear	nonlinear	ADJ
cana-6274	19	75	analysis	analysis	NOUN
cana-6274	19	76	issn	issn	NOUN
cana-6274	19	77	:	:	PUNCT
cana-6274	19	78	1074	1074	NUM
cana-6274	19	79	-	-	PUNCT
cana-6274	19	80	133x	133x	NUM
cana-6274	19	81	vol	vol	NOUN
cana-6274	19	82	31	31	NUM
cana-6274	19	83	no	no	NOUN
cana-6274	19	84	.	.	PUNCT
cana-6274	20	1	8s	8s	PROPN
cana-6274	20	2	(	(	PUNCT
cana-6274	20	3	2024	2024	NUM
cana-6274	20	4	)	)	PUNCT
cana-6274	20	5	1247	1247	NUM
cana-6274	20	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6274	20	7	response	response	NOUN
cana-6274	20	8	of	of	ADP
cana-6274	20	9	the	the	DET
cana-6274	20	10	diagrid	diagrid	ADJ
cana-6274	20	11	system	system	NOUN
cana-6274	20	12	is	be	AUX
cana-6274	20	13	to	to	PART
cana-6274	20	14	provide	provide	VERB
cana-6274	20	15	its	its	PRON
cana-6274	20	16	diagonal	diagonal	ADJ
cana-6274	20	17	members	member	NOUN
cana-6274	20	18	with	with	ADP
cana-6274	20	19	the	the	DET
cana-6274	20	20	capacity	capacity	NOUN
cana-6274	20	21	to	to	PART
cana-6274	20	22	undergo	undergo	VERB
cana-6274	20	23	moderate	moderate	ADJ
cana-6274	20	24	nonlinear	nonlinear	ADJ
cana-6274	20	25	behavior	behavior	NOUN
cana-6274	20	26	without	without	ADP
cana-6274	20	27	excessive	excessive	ADJ
cana-6274	20	28	structural	structural	ADJ
cana-6274	20	29	degradation	degradation	NOUN
cana-6274	20	30	and	and	CCONJ
cana-6274	20	31	to	to	PART
cana-6274	20	32	tightly	tightly	ADV
cana-6274	20	33	control	control	VERB
cana-6274	20	34	their	their	PRON
cana-6274	20	35	plastic	plastic	ADJ
cana-6274	20	36	deformation	deformation	NOUN
cana-6274	20	37	demands[4	demands[4	PROPN
cana-6274	20	38	]	]	PUNCT
cana-6274	20	39	diagrid	diagrid	ADJ
cana-6274	20	40	structure	structure	NOUN
cana-6274	20	41	decreases	decrease	NOUN
cana-6274	20	42	bending	bend	VERB
cana-6274	20	43	moment	moment	NOUN
cana-6274	20	44	which	which	PRON
cana-6274	20	45	in	in	ADP
cana-6274	20	46	results	result	NOUN
cana-6274	20	47	decreases	decrease	VERB
cana-6274	20	48	reinforcement	reinforcement	NOUN
cana-6274	20	49	requirement	requirement	NOUN
cana-6274	20	50	,	,	PUNCT
cana-6274	20	51	lateral	lateral	ADJ
cana-6274	20	52	displacement	displacement	NOUN
cana-6274	20	53	in	in	ADP
cana-6274	20	54	tall	tall	ADJ
cana-6274	20	55	structures	structure	NOUN
cana-6274	20	56	is	be	AUX
cana-6274	20	57	minimized	minimize	VERB
cana-6274	20	58	by	by	ADP
cana-6274	20	59	using	use	VERB
cana-6274	20	60	diagrids	diagrid	NOUN
cana-6274	20	61	[	[	X
cana-6274	20	62	1	1	NUM
cana-6274	20	63	]	]	PUNCT
cana-6274	20	64	framing	frame	VERB
cana-6274	20	65	building	building	NOUN
cana-6274	20	66	without	without	ADP
cana-6274	20	67	any	any	DET
cana-6274	20	68	load	load	NOUN
cana-6274	20	69	resisting	resist	VERB
cana-6274	20	70	system	system	NOUN
cana-6274	20	71	shows	show	VERB
cana-6274	20	72	highest	high	ADJ
cana-6274	20	73	drift	drift	NOUN
cana-6274	20	74	and	and	CCONJ
cana-6274	20	75	displacement	displacement	ADJ
cana-6274	20	76	value	value	NOUN
cana-6274	20	77	as	as	SCONJ
cana-6274	20	78	compared	compare	VERB
cana-6274	20	79	to	to	ADP
cana-6274	20	80	diagrid	diagrid	ADJ
cana-6274	20	81	system	system	NOUN
cana-6274	20	82	,	,	PUNCT
cana-6274	20	83	between	between	ADP
cana-6274	20	84	the	the	DET
cana-6274	20	85	region	region	NOUN
cana-6274	20	86	63	63	NUM
cana-6274	20	87	degree	degree	NOUN
cana-6274	20	88	to	to	ADP
cana-6274	20	89	75	75	NUM
cana-6274	20	90	degree(diagonal	degree(diagonal	PROPN
cana-6274	20	91	angle	angle	NOUN
cana-6274	20	92	)	)	PUNCT
cana-6274	20	93	diagrid	diagrid	NOUN
cana-6274	20	94	system	system	NOUN
cana-6274	20	95	posses	posse	NOUN
cana-6274	20	96	better	well	ADV
cana-6274	20	97	stiffness	stiffness	NOUN
cana-6274	20	98	,	,	PUNCT
cana-6274	20	99	storey	storey	NOUN
cana-6274	20	100	drift	drift	NOUN
cana-6274	20	101	and	and	CCONJ
cana-6274	20	102	storey	storey	NOUN
cana-6274	20	103	displacement	displacement	NOUN
cana-6274	20	104	are	be	AUX
cana-6274	20	105	less	less	ADJ
cana-6274	20	106	in	in	ADP
cana-6274	20	107	this	this	DET
cana-6274	20	108	region	region	NOUN
cana-6274	21	1	[	[	X
cana-6274	21	2	2	2	NUM
cana-6274	21	3	]	]	PUNCT
cana-6274	21	4	time	time	NOUN
cana-6274	21	5	period	period	NOUN
cana-6274	21	6	,	,	PUNCT
cana-6274	21	7	earthquake	earthquake	NOUN
cana-6274	21	8	load	load	NOUN
cana-6274	21	9	case	case	NOUN
cana-6274	21	10	of	of	ADP
cana-6274	21	11	storey	storey	NOUN
cana-6274	21	12	,	,	PUNCT
cana-6274	21	13	maximum	maximum	ADJ
cana-6274	21	14	displacement	displacement	NOUN
cana-6274	21	15	and	and	CCONJ
cana-6274	21	16	maximum	maximum	ADJ
cana-6274	21	17	storey	storey	NOUN
cana-6274	21	18	drift	drift	NOUN
cana-6274	21	19	for	for	ADP
cana-6274	21	20	rectangular	rectangular	ADJ
cana-6274	21	21	geometry	geometry	NOUN
cana-6274	21	22	analysis	analysis	NOUN
cana-6274	21	23	are	be	AUX
cana-6274	21	24	8.89%,20,87	8.89%,20,87	NUM
cana-6274	21	25	%	%	NOUN
cana-6274	21	26	15%-25	15%-25	NUM
cana-6274	21	27	%	%	NOUN
cana-6274	21	28	&	&	CCONJ
cana-6274	21	29	10%-30	10%-30	NUM
cana-6274	21	30	%	%	NOUN
cana-6274	21	31	less	less	ADJ
cana-6274	21	32	as	as	SCONJ
cana-6274	21	33	compared	compare	VERB
cana-6274	21	34	to	to	ADP
cana-6274	21	35	and	and	CCONJ
cana-6274	21	36	square	square	ADJ
cana-6274	21	37	geometry	geometry	NOUN
cana-6274	21	38	analysis	analysis	NOUN
cana-6274	21	39	respectively	respectively	ADV
cana-6274	21	40	[	[	X
cana-6274	21	41	3	3	NUM
cana-6274	21	42	]	]	PUNCT
cana-6274	21	43	.	.	PUNCT
cana-6274	22	1	iii	iii	X
cana-6274	22	2	.	.	PROPN
cana-6274	22	3	methodology	methodology	PROPN
cana-6274	22	4	step-1	step-1	PROPN
cana-6274	22	5	:	:	PUNCT
cana-6274	22	6	modelling	modelling	NOUN
cana-6274	22	7	of	of	ADP
cana-6274	22	8	square	square	PROPN
cana-6274	22	9	&	&	CCONJ
cana-6274	22	10	t	t	PROPN
cana-6274	22	11	shaped	shape	VERB
cana-6274	22	12	diagrid	diagrid	VERB
cana-6274	22	13	with	with	ADP
cana-6274	22	14	(	(	PUNCT
cana-6274	22	15	46.4	46.4	NUM
cana-6274	22	16	m	m	NOUN
cana-6274	22	17	x	x	NOUN
cana-6274	22	18	46.4	46.4	NUM
cana-6274	22	19	m	m	NOUN
cana-6274	22	20	)	)	PUNCT
cana-6274	22	21	building	build	VERB
cana-6274	22	22	plan	plan	NOUN
cana-6274	22	23	dimensions	dimension	NOUN
cana-6274	22	24	in	in	ADP
cana-6274	22	25	etabs	etab	NOUN
cana-6274	22	26	2016	2016	NUM
cana-6274	22	27	software	software	NOUN
cana-6274	22	28	.	.	PUNCT
cana-6274	23	1	step-2	step-2	PROPN
cana-6274	23	2	:	:	PUNCT
cana-6274	23	3	defining	define	VERB
cana-6274	23	4	and	and	CCONJ
cana-6274	23	5	assigning	assign	VERB
cana-6274	23	6	the	the	DET
cana-6274	23	7	following	follow	VERB
cana-6274	23	8	loads	load	NOUN
cana-6274	23	9	to	to	ADP
cana-6274	23	10	all	all	DET
cana-6274	23	11	models	model	NOUN
cana-6274	23	12	as	as	ADP
cana-6274	23	13	per	per	ADP
cana-6274	23	14	indian	indian	ADJ
cana-6274	23	15	standard	standard	ADJ
cana-6274	23	16	codes	code	NOUN
cana-6274	23	17	.	.	PUNCT
cana-6274	24	1			ADJ
cana-6274	24	2	dead	dead	ADJ
cana-6274	24	3	loads	load	NOUN
cana-6274	24	4	(	(	PUNCT
cana-6274	24	5	is	be	AUX
cana-6274	24	6	875	875	NUM
cana-6274	24	7	-	-	PUNCT
cana-6274	24	8	part	part	NOUN
cana-6274	24	9	1	1	NUM
cana-6274	24	10	)	)	PUNCT
cana-6274	24	11			ADV
cana-6274	24	12	live	live	VERB
cana-6274	24	13	load	load	NOUN
cana-6274	24	14	(	(	PUNCT
cana-6274	24	15	is	be	AUX
cana-6274	24	16	875	875	NUM
cana-6274	24	17	-	-	PUNCT
cana-6274	24	18	part	part	NOUN
cana-6274	24	19	2	2	NUM
cana-6274	24	20	)	)	PUNCT
cana-6274	25	1			ADJ
cana-6274	25	2	floor	floor	NOUN
cana-6274	25	3	finishing	finish	VERB
cana-6274	25	4	load	load	NOUN
cana-6274	25	5	(	(	PUNCT
cana-6274	25	6	is	be	AUX
cana-6274	25	7	875	875	NUM
cana-6274	25	8	-	-	PUNCT
cana-6274	25	9	part	part	NOUN
cana-6274	25	10	1	1	NUM
cana-6274	25	11	)	)	PUNCT
cana-6274	26	1			CCONJ
cana-6274	26	2	seismic	seismic	ADJ
cana-6274	26	3	load	load	NOUN
cana-6274	26	4	(	(	PUNCT
cana-6274	26	5	is	be	AUX
cana-6274	26	6	1893	1893	NUM
cana-6274	26	7	2002	2002	NUM
cana-6274	26	8	)	)	PUNCT
cana-6274	27	1	step-3	step-3	NUM
cana-6274	27	2	:	:	PUNCT
cana-6274	27	3	response	response	NOUN
cana-6274	27	4	spectrum	spectrum	NOUN
cana-6274	27	5	analysis	analysis	NOUN
cana-6274	27	6	is	be	AUX
cana-6274	27	7	carried	carry	VERB
cana-6274	27	8	out	out	ADP
cana-6274	27	9	to	to	PART
cana-6274	27	10	check	check	VERB
cana-6274	27	11	model	model	NOUN
cana-6274	27	12	for	for	ADP
cana-6274	27	13	given	give	VERB
cana-6274	27	14	load	load	NOUN
cana-6274	27	15	cases	case	NOUN
cana-6274	27	16	.	.	PUNCT
cana-6274	28	1	step-4	step-4	NUM
cana-6274	28	2	:	:	PUNCT
cana-6274	28	3	results	result	NOUN
cana-6274	28	4	of	of	ADP
cana-6274	28	5	storey	storey	NOUN
cana-6274	28	6	shear	shear	NOUN
cana-6274	28	7	,	,	PUNCT
cana-6274	28	8	maximum	maximum	ADJ
cana-6274	28	9	storey	storey	NOUN
cana-6274	28	10	displacement	displacement	NOUN
cana-6274	28	11	,	,	PUNCT
cana-6274	28	12	maximum	maximum	ADJ
cana-6274	28	13	story	story	NOUN
cana-6274	28	14	stiffness	stiffness	NOUN
cana-6274	28	15	and	and	CCONJ
cana-6274	28	16	maximum	maximum	ADJ
cana-6274	28	17	storey	storey	NOUN
cana-6274	28	18	drift	drift	NOUN
cana-6274	28	19	are	be	AUX
cana-6274	28	20	plotted	plot	VERB
cana-6274	28	21	in	in	ADP
cana-6274	28	22	graph	graph	NOUN
cana-6274	28	23	using	use	VERB
cana-6274	28	24	m.s	m.s	PROPN
cana-6274	28	25	.	.	PROPN
cana-6274	28	26	excel	excel	PROPN
cana-6274	28	27	.	.	PUNCT
cana-6274	29	1	iv	iv	X
cana-6274	29	2	.	.	PUNCT
cana-6274	29	3	modelling	modelling	NOUN
cana-6274	29	4	in	in	ADP
cana-6274	29	5	etabs	etab	NOUN
cana-6274	29	6	table	table	NOUN
cana-6274	29	7	1	1	NUM
cana-6274	29	8	.	.	PUNCT
cana-6274	30	1	prelimnary	prelimnary	PROPN
cana-6274	30	2	data	datum	NOUN
cana-6274	30	3	required	require	VERB
cana-6274	30	4	for	for	ADP
cana-6274	30	5	square	square	PROPN
cana-6274	30	6	&	&	CCONJ
cana-6274	30	7	t	t	PROPN
cana-6274	30	8	models	model	NOUN
cana-6274	30	9	s.no	s.no	VERB
cana-6274	30	10	parameter	parameter	NOUN
cana-6274	30	11	values	value	NOUN
cana-6274	30	12	1	1	NUM
cana-6274	30	13	no	no	NOUN
cana-6274	30	14	of	of	ADP
cana-6274	30	15	story	story	NOUN
cana-6274	30	16	g+15	g+15	PROPN
cana-6274	30	17	2	2	NUM
cana-6274	30	18	each	each	DET
cana-6274	30	19	floor	floor	NOUN
cana-6274	30	20	height	height	NOUN
cana-6274	30	21	3	3	NUM
cana-6274	30	22	m	m	NOUN
cana-6274	30	23	3	3	NUM
cana-6274	30	24	height	height	NOUN
cana-6274	30	25	of	of	ADP
cana-6274	30	26	building	build	VERB
cana-6274	30	27	45	45	NUM
cana-6274	30	28	m	m	NOUN
cana-6274	30	29	from	from	ADP
cana-6274	30	30	gl	gl	PROPN
cana-6274	30	31	4	4	NUM
cana-6274	30	32	materials	material	NOUN
cana-6274	30	33	concrete	concrete	ADJ
cana-6274	30	34	–	–	PUNCT
cana-6274	30	35	m40	m40	NOUN
cana-6274	30	36	grade	grade	NOUN
cana-6274	30	37	steel	steel	NOUN
cana-6274	30	38	-	-	PUNCT
cana-6274	30	39	hysd	hysd	PROPN
cana-6274	30	40	500	500	NUM
cana-6274	30	41	5	5	NUM
cana-6274	30	42	frame	frame	NOUN
cana-6274	30	43	size	size	NOUN
cana-6274	30	44	square	square	NOUN
cana-6274	30	45	(	(	PUNCT
cana-6274	30	46	46.4	46.4	NUM
cana-6274	30	47	m	m	NUM
cana-6274	30	48	x46.4	x46.4	PROPN
cana-6274	30	49	m	m	VERB
cana-6274	30	50	)	)	PUNCT
cana-6274	30	51	t	t	PROPN
cana-6274	30	52	shaped	shape	VERB
cana-6274	30	53	(	(	PUNCT
cana-6274	30	54	46.4	46.4	NUM
cana-6274	30	55	m	m	NOUN
cana-6274	30	56	x	x	NOUN
cana-6274	30	57	20.4	20.4	NUM
cana-6274	30	58	m	m	NOUN
cana-6274	30	59	/26.9	/26.9	ADJ
cana-6274	30	60	m	m	NOUN
cana-6274	30	61	x	x	X
cana-6274	30	62	20.4	20.4	NUM
cana-6274	30	63	m	m	NOUN
cana-6274	30	64	)	)	PUNCT
cana-6274	30	65	6	6	NUM
cana-6274	30	66	grid	grid	NOUN
cana-6274	30	67	spacing	space	VERB
cana-6274	30	68	6.5	6.5	NUM
cana-6274	30	69	m	m	NOUN
cana-6274	30	70	c	c	NOUN
cana-6274	30	71	/	/	SYM
cana-6274	30	72	c	c	NOUN
cana-6274	30	73	in	in	ADP
cana-6274	30	74	both	both	DET
cana-6274	30	75	directions	direction	NOUN
cana-6274	30	76	7	7	NUM
cana-6274	30	77	size	size	NOUN
cana-6274	30	78	of	of	ADP
cana-6274	30	79	column	column	NOUN
cana-6274	30	80	900	900	NUM
cana-6274	30	81	mm	mm	NOUN
cana-6274	30	82	x	x	SYM
cana-6274	30	83	900	900	NUM
cana-6274	30	84	mm	mm	NOUN
cana-6274	30	85	communications	communication	NOUN
cana-6274	30	86	on	on	ADP
cana-6274	30	87	applied	apply	VERB
cana-6274	30	88	nonlinear	nonlinear	ADJ
cana-6274	30	89	analysis	analysis	NOUN
cana-6274	30	90	issn	issn	NOUN
cana-6274	30	91	:	:	PUNCT
cana-6274	30	92	1074	1074	NUM
cana-6274	30	93	-	-	PUNCT
cana-6274	30	94	133x	133x	NUM
cana-6274	30	95	vol	vol	NOUN
cana-6274	30	96	31	31	NUM
cana-6274	30	97	no	no	NOUN
cana-6274	30	98	.	.	PUNCT
cana-6274	31	1	8s	8s	PROPN
cana-6274	31	2	(	(	PUNCT
cana-6274	31	3	2024	2024	NUM
cana-6274	31	4	)	)	PUNCT
cana-6274	31	5	1248	1248	NUM
cana-6274	31	6	https://internationalpubls.com	https://internationalpubls.com	SYM
cana-6274	31	7	8	8	NUM
cana-6274	31	8	size	size	NOUN
cana-6274	31	9	of	of	ADP
cana-6274	31	10	roof	roof	NOUN
cana-6274	31	11	beam	beam	NOUN
cana-6274	31	12	600	600	NUM
cana-6274	31	13	mm	mm	NOUN
cana-6274	31	14	x	x	SYM
cana-6274	31	15	600	600	NUM
cana-6274	31	16	mm	mm	NOUN
cana-6274	31	17	9	9	NUM
cana-6274	31	18	size	size	NOUN
cana-6274	31	19	of	of	ADP
cana-6274	31	20	plinth	plinth	ADJ
cana-6274	31	21	beam	beam	NOUN
cana-6274	31	22	600	600	NUM
cana-6274	31	23	mm	mm	NOUN
cana-6274	31	24	x	x	SYM
cana-6274	31	25	600	600	NUM
cana-6274	31	26	mm	mm	NUM
cana-6274	31	27	10	10	NUM
cana-6274	31	28	thickness	thickness	NOUN
cana-6274	31	29	of	of	ADP
cana-6274	31	30	slab	slab	NOUN
cana-6274	31	31	115	115	NUM
cana-6274	31	32	mm	mm	PROPN
cana-6274	31	33	11	11	NUM
cana-6274	31	34	plan	plan	NOUN
cana-6274	31	35	area	area	NOUN
cana-6274	31	36	2152.96	2152.96	NUM
cana-6274	31	37	mm2	mm2	NOUN
cana-6274	31	38	(	(	PUNCT
cana-6274	31	39	square	square	PROPN
cana-6274	31	40	)	)	PUNCT
cana-6274	31	41	1495.32mm2	1495.32mm2	PROPN
cana-6274	31	42	(	(	PUNCT
cana-6274	31	43	t	t	NOUN
cana-6274	31	44	)	)	PUNCT
cana-6274	31	45	table	table	NOUN
cana-6274	31	46	2	2	NUM
cana-6274	31	47	.	.	PUNCT
cana-6274	31	48	seismic	seismic	ADJ
cana-6274	31	49	data	datum	NOUN
cana-6274	31	50	required	require	VERB
cana-6274	31	51	for	for	ADP
cana-6274	31	52	analysis	analysis	NOUN
cana-6274	31	53	s.no	s.no	NOUN
cana-6274	31	54	parameter	parameter	NOUN
cana-6274	31	55	values	value	NOUN
cana-6274	31	56	as	as	ADP
cana-6274	31	57	per	per	ADP
cana-6274	31	58	is	be	AUX
cana-6274	31	59	1893	1893	NUM
cana-6274	31	60	2002	2002	NUM
cana-6274	31	61	part	part	NOUN
cana-6274	31	62	1	1	NUM
cana-6274	31	63	1	1	NUM
cana-6274	31	64	type	type	NOUN
cana-6274	31	65	of	of	ADP
cana-6274	31	66	structure	structure	NOUN
cana-6274	31	67	llrf	llrf	NOUN
cana-6274	31	68	2	2	NUM
cana-6274	31	69	seismic	seismic	ADJ
cana-6274	31	70	zone	zone	NOUN
cana-6274	31	71	iii	iii	NUM
cana-6274	31	72	3	3	NUM
cana-6274	31	73	zone	zone	NOUN
cana-6274	31	74	factor	factor	NOUN
cana-6274	31	75	(	(	PUNCT
cana-6274	31	76	z	z	NOUN
cana-6274	31	77	)	)	PUNCT
cana-6274	31	78	0.16	0.16	NUM
cana-6274	31	79	4	4	NUM
cana-6274	31	80	type	type	NOUN
cana-6274	31	81	of	of	ADP
cana-6274	31	82	soil	soil	NOUN
cana-6274	31	83	ii(medium	ii(medium	NUM
cana-6274	31	84	)	)	PUNCT
cana-6274	31	85	5	5	NUM
cana-6274	31	86	damping	damp	VERB
cana-6274	31	87	5	5	NUM
cana-6274	31	88	%	%	NOUN
cana-6274	31	89	6	6	NUM
cana-6274	31	90	response	response	NOUN
cana-6274	31	91	spectra	spectra	NOUN
cana-6274	31	92	as	as	ADP
cana-6274	31	93	per	per	ADP
cana-6274	31	94	1893	1893	NUM
cana-6274	31	95	2002	2002	NUM
cana-6274	31	96	7	7	NUM
cana-6274	31	97	load	load	NOUN
cana-6274	31	98	combinations	combination	NOUN
cana-6274	31	99	1.5	1.5	NUM
cana-6274	31	100	(	(	PUNCT
cana-6274	31	101	dl+ll	dl+ll	PROPN
cana-6274	31	102	)	)	PUNCT
cana-6274	31	103	,	,	PUNCT
cana-6274	31	104	1.2(dl+ll+eq+x	1.2(dl+ll+eq+x	NUM
cana-6274	31	105	,	,	PUNCT
cana-6274	31	106	1.2(dl+ll+eq	1.2(dl+ll+eq	NUM
cana-6274	31	107	-	-	SYM
cana-6274	31	108	x	x	NOUN
cana-6274	31	109	)	)	PUNCT
cana-6274	31	110	,	,	PUNCT
cana-6274	31	111	1.2(dl+ll+eq+y	1.2(dl+ll+eq+y	NUM
cana-6274	31	112	)	)	PUNCT
cana-6274	31	113	,	,	PUNCT
cana-6274	31	114	1.2(dl+ll+eq	1.2(dl+ll+eq	NUM
cana-6274	31	115	-	-	PUNCT
cana-6274	31	116	y),1.5(dl+eq+x	y),1.5(dl+eq+x	NOUN
cana-6274	31	117	)	)	PUNCT
cana-6274	31	118	,	,	PUNCT
cana-6274	31	119	1.5(dl+eq	1.5(dl+eq	NOUN
cana-6274	31	120	-	-	SYM
cana-6274	31	121	x	x	NOUN
cana-6274	31	122	)	)	PUNCT
cana-6274	31	123	,	,	PUNCT
cana-6274	31	124	1.5(dl+eq+y),1.5(dl+eqy	1.5(dl+eq+y),1.5(dl+eqy	NUM
cana-6274	31	125	)	)	PUNCT
cana-6274	31	126	8	8	NUM
cana-6274	31	127	response	response	NOUN
cana-6274	31	128	reduction	reduction	NOUN
cana-6274	31	129	factor	factor	NOUN
cana-6274	31	130	3	3	NUM
cana-6274	31	131	9	9	NUM
cana-6274	31	132	importance	importance	NOUN
cana-6274	31	133	factor	factor	NOUN
cana-6274	31	134	1	1	NUM
cana-6274	31	135	analysis	analysis	NOUN
cana-6274	31	136	of	of	ADP
cana-6274	31	137	rcc	rcc	PROPN
cana-6274	31	138	frames	frame	NOUN
cana-6274	31	139	under	under	ADP
cana-6274	31	140	the	the	DET
cana-6274	31	141	static	static	ADJ
cana-6274	31	142	loads	load	NOUN
cana-6274	31	143	has	have	AUX
cana-6274	31	144	been	be	AUX
cana-6274	31	145	performed	perform	VERB
cana-6274	31	146	using	use	VERB
cana-6274	31	147	etabs	etab	NOUN
cana-6274	31	148	software	software	PROPN
cana-6274	31	149	2016	2016	NUM
cana-6274	31	150	.	.	PUNCT
cana-6274	32	1	models	model	NOUN
cana-6274	32	2	of	of	ADP
cana-6274	32	3	square	square	ADJ
cana-6274	32	4	and	and	CCONJ
cana-6274	32	5	t	t	NOUN
cana-6274	32	6	-	-	PUNCT
cana-6274	32	7	shape	shape	NOUN
cana-6274	32	8	with	with	ADP
cana-6274	32	9	and	and	CCONJ
cana-6274	32	10	without	without	ADP
cana-6274	32	11	diagrid	diagrid	NOUN
cana-6274	32	12	are	be	AUX
cana-6274	32	13	shown	show	VERB
cana-6274	32	14	.	.	PUNCT
cana-6274	33	1	in	in	ADP
cana-6274	33	2	the	the	DET
cana-6274	33	3	present	present	ADJ
cana-6274	33	4	study	study	NOUN
cana-6274	33	5	,	,	PUNCT
cana-6274	33	6	non	non	ADJ
cana-6274	33	7	-	-	ADJ
cana-6274	33	8	linear	linear	ADJ
cana-6274	33	9	response	response	NOUN
cana-6274	33	10	of	of	ADP
cana-6274	33	11	rcc	rcc	PROPN
cana-6274	33	12	frame	frame	PROPN
cana-6274	33	13	modelled	model	VERB
cana-6274	33	14	as	as	ADP
cana-6274	33	15	per	per	ADP
cana-6274	33	16	details	detail	NOUN
cana-6274	33	17	discussed	discuss	VERB
cana-6274	33	18	above	above	ADP
cana-6274	33	19	using	use	VERB
cana-6274	33	20	modelling	modelling	NOUN
cana-6274	33	21	under	under	ADP
cana-6274	33	22	the	the	DET
cana-6274	33	23	loading	loading	NOUN
cana-6274	33	24	has	have	AUX
cana-6274	33	25	been	be	AUX
cana-6274	33	26	carried	carry	VERB
cana-6274	33	27	out	out	ADP
cana-6274	33	28	communications	communication	NOUN
cana-6274	33	29	on	on	ADP
cana-6274	33	30	applied	apply	VERB
cana-6274	33	31	nonlinear	nonlinear	ADJ
cana-6274	33	32	analysis	analysis	NOUN
cana-6274	33	33	issn	issn	NOUN
cana-6274	33	34	:	:	PUNCT
cana-6274	33	35	1074	1074	NUM
cana-6274	33	36	-	-	PUNCT
cana-6274	33	37	133x	133x	NUM
cana-6274	33	38	vol	vol	NOUN
cana-6274	33	39	31	31	NUM
cana-6274	33	40	no	no	NOUN
cana-6274	33	41	.	.	PUNCT
cana-6274	34	1	8s	8s	PROPN
cana-6274	34	2	(	(	PUNCT
cana-6274	34	3	2024	2024	NUM
cana-6274	34	4	)	)	PUNCT
cana-6274	34	5	1249	1249	NUM
cana-6274	34	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6274	34	7	fig.1	fig.1	ADJ
cana-6274	34	8	conventional	conventional	ADJ
cana-6274	34	9	square	square	ADJ
cana-6274	34	10	model	model	NOUN
cana-6274	34	11	fig.2	fig.2	PROPN
cana-6274	34	12	diagrid	diagrid	PROPN
cana-6274	34	13	t	t	PROPN
cana-6274	34	14	model	model	PROPN
cana-6274	34	15	fig.3	fig.3	PROPN
cana-6274	34	16	diagrid	diagrid	ADJ
cana-6274	34	17	square	square	ADJ
cana-6274	34	18	model	model	NOUN
cana-6274	34	19	communications	communication	NOUN
cana-6274	34	20	on	on	ADP
cana-6274	34	21	applied	apply	VERB
cana-6274	34	22	nonlinear	nonlinear	ADJ
cana-6274	34	23	analysis	analysis	NOUN
cana-6274	34	24	issn	issn	NOUN
cana-6274	34	25	:	:	PUNCT
cana-6274	34	26	1074	1074	NUM
cana-6274	34	27	-	-	PUNCT
cana-6274	34	28	133x	133x	NUM
cana-6274	34	29	vol	vol	NOUN
cana-6274	34	30	31	31	NUM
cana-6274	34	31	no	no	NOUN
cana-6274	34	32	.	.	PUNCT
cana-6274	35	1	8s	8s	PROPN
cana-6274	35	2	(	(	PUNCT
cana-6274	35	3	2024	2024	NUM
cana-6274	35	4	)	)	PUNCT
cana-6274	35	5	1250	1250	NUM
cana-6274	35	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6274	35	7	vi	vi	PROPN
cana-6274	35	8	.	.	PROPN
cana-6274	35	9	results	result	NOUN
cana-6274	35	10	and	and	CCONJ
cana-6274	35	11	discussions	discussion	NOUN
cana-6274	35	12	table	table	NOUN
cana-6274	35	13	3	3	NUM
cana-6274	35	14	.	.	PUNCT
cana-6274	35	15	maximum	maximum	ADJ
cana-6274	35	16	story	story	NOUN
cana-6274	35	17	displacement	displacement	NOUN
cana-6274	35	18	in	in	ADP
cana-6274	35	19	mm	mm	PROPN
cana-6274	35	20	parameter	parameter	NOUN
cana-6274	35	21	diagrid	diagrid	VERB
cana-6274	35	22	conventional	conventional	ADJ
cana-6274	35	23	storey	storey	NOUN
cana-6274	35	24	16	16	NUM
cana-6274	35	25	dsm	dsm	PROPN
cana-6274	35	26	dtm	dtm	PROPN
cana-6274	35	27	csm	csm	NOUN
cana-6274	35	28	ctm	ctm	ADJ
cana-6274	35	29	rsx	rsx	NOUN
cana-6274	35	30	7.42	7.42	NUM
cana-6274	35	31	8.5	8.5	NUM
cana-6274	35	32	24.18	24.18	NUM
cana-6274	35	33	22.52	22.52	NUM
cana-6274	35	34	rsy	rsy	NOUN
cana-6274	35	35	7.42	7.42	NUM
cana-6274	35	36	6.89	6.89	NUM
cana-6274	35	37	24.18	24.18	NUM
cana-6274	35	38	22.22	22.22	NUM
cana-6274	35	39	fig.4	fig.4	PRON
cana-6274	35	40	storey	storey	NOUN
cana-6274	35	41	displacements	displacement	NOUN
cana-6274	35	42	of	of	ADP
cana-6274	35	43	diagrid	diagrid	ADJ
cana-6274	35	44	and	and	CCONJ
cana-6274	35	45	conventional	conventional	ADJ
cana-6274	35	46	models	model	NOUN
cana-6274	35	47	fig.5	fig.5	VERB
cana-6274	35	48	storey	storey	NOUN
cana-6274	35	49	shear	shear	NOUN
cana-6274	35	50	of	of	ADP
cana-6274	35	51	different	different	ADJ
cana-6274	35	52	models	model	NOUN
cana-6274	35	53	storey	storey	VERB
cana-6274	35	54	16	16	NUM
cana-6274	35	55	displacement	displacement	ADJ
cana-6274	35	56	maximum	maximum	ADJ
cana-6274	35	57	storey	storey	NOUN
cana-6274	35	58	displacement	displacement	NOUN
cana-6274	35	59	(	(	PUNCT
cana-6274	35	60	mm	mm	PROPN
cana-6274	35	61	)	)	PUNCT
cana-6274	35	62	8.6	8.6	NUM
cana-6274	35	63	8.4	8.4	NUM
cana-6274	35	64	8.2	8.2	NUM
cana-6274	35	65	8	8	NUM
cana-6274	35	66	7.8	7.8	NUM
cana-6274	35	67	7.6	7.6	NUM
cana-6274	35	68	7.4	7.4	NUM
cana-6274	35	69	7.2	7.2	NUM
cana-6274	35	70	7	7	NUM
cana-6274	35	71	6.8	6.8	NUM
cana-6274	35	72	30	30	NUM
cana-6274	35	73	25	25	NUM
cana-6274	35	74	20	20	NUM
cana-6274	35	75	15	15	NUM
cana-6274	35	76	storey	storey	NOUN
cana-6274	35	77	16	16	NUM
cana-6274	35	78	10	10	NUM
cana-6274	35	79	rsx	rsx	ADJ
cana-6274	35	80	rsy	rsy	NOUN
cana-6274	35	81	5	5	NUM
cana-6274	35	82	square	square	ADJ
cana-6274	35	83	model	model	NOUN
cana-6274	35	84	t	t	PROPN
cana-6274	35	85	model	model	NOUN
cana-6274	35	86	0	0	PROPN
cana-6274	35	87	dsm	dsm	PROPN
cana-6274	35	88	dtm	dtm	PROPN
cana-6274	35	89	csm	csm	NOUN
cana-6274	35	90	ctm	ctm	ADJ
cana-6274	35	91	different	different	ADJ
cana-6274	35	92	diagrid	diagrid	NOUN
cana-6274	35	93	models	model	NOUN
cana-6274	35	94	diagrid	diagrid	VERB
cana-6274	35	95	and	and	CCONJ
cana-6274	35	96	conventional	conventional	ADJ
cana-6274	35	97	models	model	NOUN
cana-6274	35	98	maximum	maximum	PROPN
cana-6274	35	99	storey	storey	PROPN
cana-6274	35	100	shear	shear	PROPN
cana-6274	35	101	maximum	maximum	PROPN
cana-6274	35	102	storey	storey	NOUN
cana-6274	35	103	shear	shear	NOUN
cana-6274	35	104	(	(	PUNCT
cana-6274	35	105	kn	kn	PROPN
cana-6274	35	106	)	)	PUNCT
cana-6274	35	107	16	16	NUM
cana-6274	35	108	14	14	NUM
cana-6274	35	109	12	12	NUM
cana-6274	35	110	10	10	NUM
cana-6274	35	111	30000	30000	NUM
cana-6274	35	112	25000	25000	NUM
cana-6274	35	113	20000	20000	NUM
cana-6274	35	114	8	8	NUM
cana-6274	35	115	t	t	NOUN
cana-6274	35	116	model	model	NOUN
cana-6274	35	117	6	6	NUM
cana-6274	35	118	square	square	ADJ
cana-6274	35	119	model	model	NOUN
cana-6274	35	120	4	4	NUM
cana-6274	35	121	2	2	NUM
cana-6274	35	122	0	0	NUM
cana-6274	35	123	-10000	-10000	NOUN
cana-6274	35	124	314.0765	314.0765	PROPN
cana-6274	35	125	,	,	PUNCT
cana-6274	35	126	0	0	NUM
cana-6274	35	127	100	100	NUM
cana-6274	35	128	0	0	NUM
cana-6274	35	129	002000030000	002000030000	NUM
cana-6274	35	130	story	story	NOUN
cana-6274	35	131	shear	shear	NOUN
cana-6274	35	132	(	(	PUNCT
cana-6274	35	133	kn	kn	PROPN
cana-6274	35	134	)	)	PUNCT
cana-6274	35	135	15000	15000	NUM
cana-6274	35	136	10000	10000	NUM
cana-6274	35	137	5000	5000	NUM
cana-6274	35	138	0	0	NUM
cana-6274	35	139	15	15	NUM
cana-6274	35	140	14	14	NUM
cana-6274	35	141	13	13	NUM
cana-6274	35	142	12	12	NUM
cana-6274	35	143	11	11	NUM
cana-6274	35	144	10	10	NUM
cana-6274	35	145	9	9	NUM
cana-6274	35	146	8	8	NUM
cana-6274	35	147	7	7	NUM
cana-6274	35	148	6	6	NUM
cana-6274	35	149	5	5	NUM
cana-6274	35	150	4	4	NUM
cana-6274	35	151	3	3	NUM
cana-6274	35	152	2	2	NUM
cana-6274	35	153	1	1	NUM
cana-6274	35	154	0	0	NUM
cana-6274	35	155	dsm	dsm	PROPN
cana-6274	35	156	dtm	dtm	PROPN
cana-6274	35	157	csm	csm	NOUN
cana-6274	35	158	ctm	ctm	ADJ
cana-6274	36	1	n	n	CCONJ
cana-6274	37	1	o	o	NOUN
cana-6274	38	1	o	o	X
cana-6274	38	2	f	f	X
cana-6274	38	3	st	st	PROPN
cana-6274	39	1	o	o	X
cana-6274	39	2	ry	ry	PROPN
cana-6274	39	3	d	d	NOUN
cana-6274	39	4	is	be	AUX
cana-6274	39	5	p	p	PROPN
cana-6274	39	6	la	la	X
cana-6274	39	7	ce	ce	PROPN
cana-6274	39	8	m	m	PROPN
cana-6274	39	9	en	en	PROPN
cana-6274	39	10	t	t	PROPN
cana-6274	39	11	(	(	PUNCT
cana-6274	39	12	m	m	PROPN
cana-6274	39	13	m	m	VERB
cana-6274	39	14	)	)	PUNCT
cana-6274	39	15	s	s	PART
cana-6274	39	16	ti	ti	X
cana-6274	39	17	ff	ff	NOUN
cana-6274	39	18	n	n	NOUN
cana-6274	39	19	es	es	X
cana-6274	39	20	s	s	X
cana-6274	40	1	(	(	PUNCT
cana-6274	41	1	k	k	NOUN
cana-6274	41	2	n	n	PROPN
cana-6274	41	3	/m	/m	PUNCT
cana-6274	41	4	)	)	PUNCT
cana-6274	42	1	d	d	PRON
cana-6274	42	2	is	be	AUX
cana-6274	42	3	p	p	X
cana-6274	42	4	la	la	X
cana-6274	42	5	ce	ce	PROPN
cana-6274	42	6	m	m	PROPN
cana-6274	42	7	en	en	PROPN
cana-6274	42	8	t	t	PROPN
cana-6274	42	9	(	(	PUNCT
cana-6274	42	10	m	m	PROPN
cana-6274	42	11	m	m	NOUN
cana-6274	42	12	)	)	PUNCT
cana-6274	42	13	communications	communication	NOUN
cana-6274	42	14	on	on	ADP
cana-6274	42	15	applied	apply	VERB
cana-6274	42	16	nonlinear	nonlinear	ADJ
cana-6274	42	17	analysis	analysis	NOUN
cana-6274	42	18	issn	issn	NOUN
cana-6274	42	19	:	:	PUNCT
cana-6274	42	20	1074	1074	NUM
cana-6274	42	21	-	-	PUNCT
cana-6274	42	22	133x	133x	NUM
cana-6274	42	23	vol	vol	NOUN
cana-6274	42	24	31	31	NUM
cana-6274	42	25	no	no	NOUN
cana-6274	42	26	.	.	PUNCT
cana-6274	43	1	8s	8s	PROPN
cana-6274	43	2	(	(	PUNCT
cana-6274	43	3	2024	2024	NUM
cana-6274	43	4	)	)	PUNCT
cana-6274	43	5	1251	1251	NUM
cana-6274	43	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6274	43	7	fig.6	fig.6	PROPN
cana-6274	43	8	storey	storey	NOUN
cana-6274	43	9	stiffness	stiffness	NOUN
cana-6274	43	10	of	of	ADP
cana-6274	43	11	conventional	conventional	ADJ
cana-6274	43	12	and	and	CCONJ
cana-6274	43	13	diagrid	diagrid	ADJ
cana-6274	43	14	models	model	NOUN
cana-6274	43	15	of	of	ADP
cana-6274	43	16	square	square	PROPN
cana-6274	43	17	&	&	CCONJ
cana-6274	43	18	t.	t.	PROPN
cana-6274	43	19	fig.7	fig.7	PROPN
cana-6274	43	20	storey	storey	NOUN
cana-6274	43	21	drift	drift	NOUN
cana-6274	43	22	of	of	ADP
cana-6274	43	23	conventional	conventional	ADJ
cana-6274	43	24	and	and	CCONJ
cana-6274	43	25	diagrid	diagrid	ADJ
cana-6274	43	26	models	model	NOUN
cana-6274	43	27	vii	vii	PROPN
cana-6274	43	28	.	.	PROPN
cana-6274	44	1	conclusions	conclusion	VERB
cana-6274	44	2	the	the	DET
cana-6274	44	3	observations	observation	NOUN
cana-6274	44	4	and	and	CCONJ
cana-6274	44	5	comparisions	comparision	NOUN
cana-6274	44	6	are	be	AUX
cana-6274	44	7	summarized	summarize	VERB
cana-6274	44	8	below	below	ADP
cana-6274	44	9	:	:	PUNCT
cana-6274	44	10	1	1	X
cana-6274	44	11	.	.	X
cana-6274	44	12	displacement	displacement	NOUN
cana-6274	44	13	of	of	ADP
cana-6274	44	14	diagrid	diagrid	ADJ
cana-6274	44	15	square	square	ADJ
cana-6274	44	16	model	model	NOUN
cana-6274	44	17	is15	is15	PROPN
cana-6274	44	18	%	%	NOUN
cana-6274	44	19	less	less	ADV
cana-6274	44	20	compared	compare	VERB
cana-6274	44	21	to	to	ADP
cana-6274	44	22	t	t	PROPN
cana-6274	44	23	shaped	shape	VERB
cana-6274	44	24	model	model	NOUN
cana-6274	44	25	with	with	ADP
cana-6274	44	26	diagrid	diagrid	PROPN
cana-6274	44	27	.	.	PUNCT
cana-6274	45	1	2	2	X
cana-6274	45	2	.	.	X
cana-6274	45	3	displacement	displacement	NOUN
cana-6274	45	4	for	for	ADP
cana-6274	45	5	diagrid	diagrid	NOUN
cana-6274	45	6	(	(	PUNCT
cana-6274	45	7	square	square	ADJ
cana-6274	45	8	,	,	PUNCT
cana-6274	45	9	t	t	PROPN
cana-6274	45	10	)	)	PUNCT
cana-6274	45	11	models	model	NOUN
cana-6274	45	12	is	be	AUX
cana-6274	45	13	reduced	reduce	VERB
cana-6274	45	14	by	by	ADP
cana-6274	45	15	20	20	NUM
cana-6274	45	16	-	-	SYM
cana-6274	45	17	30	30	NUM
cana-6274	45	18	%	%	NOUN
cana-6274	45	19	compared	compare	VERB
cana-6274	45	20	to	to	ADP
cana-6274	45	21	conventional	conventional	ADJ
cana-6274	45	22	(	(	PUNCT
cana-6274	45	23	square	square	ADJ
cana-6274	45	24	,	,	PUNCT
cana-6274	45	25	t	t	PROPN
cana-6274	45	26	)	)	PUNCT
cana-6274	45	27	.	.	PUNCT
cana-6274	46	1	3	3	X
cana-6274	46	2	.	.	X
cana-6274	46	3	diagrid	diagrid	NOUN
cana-6274	46	4	models	model	NOUN
cana-6274	46	5	have	have	VERB
cana-6274	46	6	20	20	NUM
cana-6274	46	7	-	-	SYM
cana-6274	46	8	30	30	NUM
cana-6274	46	9	%	%	NOUN
cana-6274	46	10	more	more	ADJ
cana-6274	46	11	storey	storey	NOUN
cana-6274	46	12	shear	shear	NOUN
cana-6274	46	13	compared	compare	VERB
cana-6274	46	14	to	to	ADP
cana-6274	46	15	conventional	conventional	ADJ
cana-6274	46	16	models	model	NOUN
cana-6274	46	17	.	.	PUNCT
cana-6274	47	1	4	4	X
cana-6274	47	2	.	.	X
cana-6274	47	3	maximum	maximum	ADJ
cana-6274	47	4	shear	shear	NOUN
cana-6274	47	5	storey	storey	NOUN
cana-6274	47	6	observed	observe	VERB
cana-6274	47	7	in	in	ADP
cana-6274	47	8	storey	storey	NOUN
cana-6274	47	9	3	3	NUM
cana-6274	47	10	of	of	ADP
cana-6274	47	11	square	square	ADJ
cana-6274	47	12	geometry	geometry	NOUN
cana-6274	47	13	is	be	AUX
cana-6274	47	14	29	29	NUM
cana-6274	47	15	%	%	NOUN
cana-6274	47	16	more	more	ADV
cana-6274	47	17	compared	compare	VERB
cana-6274	47	18	to	to	ADP
cana-6274	47	19	t	t	PROPN
cana-6274	47	20	shaped	shape	VERB
cana-6274	47	21	model	model	NOUN
cana-6274	47	22	storey	storey	NOUN
cana-6274	47	23	drift	drift	NOUN
cana-6274	47	24	0.0012	0.0012	NUM
cana-6274	47	25	0.001	0.001	NUM
cana-6274	47	26	0.0008	0.0008	NUM
cana-6274	47	27	0.0006	0.0006	NUM
cana-6274	47	28	0.0004	0.0004	NUM
cana-6274	47	29	dsm	dsm	PROPN
cana-6274	47	30	dtm	dtm	PROPN
cana-6274	47	31	csm	csm	NOUN
cana-6274	47	32	ctm	ctm	PROPN
cana-6274	47	33	0.0002	0.0002	NUM
cana-6274	47	34	0	0	NUM
cana-6274	47	35	15	15	NUM
cana-6274	47	36	14	14	NUM
cana-6274	47	37	13	13	NUM
cana-6274	47	38	12	12	NUM
cana-6274	47	39	11	11	NUM
cana-6274	47	40	10	10	NUM
cana-6274	47	41	9	9	NUM
cana-6274	47	42	8	8	NUM
cana-6274	47	43	7	7	NUM
cana-6274	47	44	6	6	NUM
cana-6274	47	45	5	5	NUM
cana-6274	47	46	4	4	NUM
cana-6274	47	47	3	3	NUM
cana-6274	47	48	2	2	NUM
cana-6274	47	49	1	1	NUM
cana-6274	47	50	0	0	NUM
cana-6274	47	51	d	d	NOUN
cana-6274	47	52	ri	ri	NOUN
cana-6274	48	1	ft	ft	X
cana-6274	48	2	(	(	PUNCT
cana-6274	48	3	u	u	NOUN
cana-6274	48	4	n	n	ADV
cana-6274	48	5	it	it	PRON
cana-6274	48	6	le	le	X
cana-6274	48	7	ss	ss	NOUN
cana-6274	48	8	)	)	PUNCT
cana-6274	48	9	communications	communication	NOUN
cana-6274	48	10	on	on	ADP
cana-6274	48	11	applied	apply	VERB
cana-6274	48	12	nonlinear	nonlinear	ADJ
cana-6274	48	13	analysis	analysis	NOUN
cana-6274	48	14	issn	issn	NOUN
cana-6274	48	15	:	:	PUNCT
cana-6274	48	16	1074	1074	NUM
cana-6274	48	17	-	-	PUNCT
cana-6274	48	18	133x	133x	NUM
cana-6274	48	19	vol	vol	NOUN
cana-6274	48	20	31	31	NUM
cana-6274	48	21	no	no	NOUN
cana-6274	48	22	.	.	PUNCT
cana-6274	49	1	8s	8s	PROPN
cana-6274	49	2	(	(	PUNCT
cana-6274	49	3	2024	2024	NUM
cana-6274	49	4	)	)	PUNCT
cana-6274	49	5	1252	1252	NUM
cana-6274	49	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6274	49	7	5	5	NUM
cana-6274	49	8	.	.	PUNCT
cana-6274	49	9	maximum	maximum	ADJ
cana-6274	49	10	storey	storey	NOUN
cana-6274	49	11	drift	drift	NOUN
cana-6274	49	12	for	for	ADP
cana-6274	49	13	t	t	PROPN
cana-6274	49	14	model	model	NOUN
cana-6274	49	15	is	be	AUX
cana-6274	49	16	at	at	ADP
cana-6274	49	17	storey	storey	NOUN
cana-6274	49	18	6	6	NUM
cana-6274	49	19	whereas	whereas	SCONJ
cana-6274	49	20	for	for	ADP
cana-6274	49	21	square	square	ADJ
cana-6274	49	22	model	model	NOUN
cana-6274	49	23	is	be	AUX
cana-6274	49	24	at	at	ADP
cana-6274	49	25	storey	storey	NOUN
cana-6274	49	26	1	1	NUM
cana-6274	49	27	.	.	PUNCT
cana-6274	50	1	6	6	X
cana-6274	50	2	.	.	X
cana-6274	50	3	drift	drift	NOUN
cana-6274	50	4	values	value	NOUN
cana-6274	50	5	for	for	ADP
cana-6274	50	6	diagrid	diagrid	NOUN
cana-6274	50	7	models	model	NOUN
cana-6274	50	8	is	be	AUX
cana-6274	50	9	15	15	NUM
cana-6274	50	10	-	-	SYM
cana-6274	50	11	25	25	NUM
cana-6274	50	12	%	%	NOUN
cana-6274	50	13	less	less	ADV
cana-6274	50	14	compared	compare	VERB
cana-6274	50	15	to	to	ADP
cana-6274	50	16	conventional	conventional	ADJ
cana-6274	50	17	models	model	NOUN
cana-6274	50	18	.	.	PUNCT
cana-6274	51	1	7	7	X
cana-6274	51	2	.	.	X
cana-6274	51	3	the	the	DET
cana-6274	51	4	maximum	maximum	ADJ
cana-6274	51	5	stiffness	stiffness	NOUN
cana-6274	51	6	is	be	AUX
cana-6274	51	7	observed	observe	VERB
cana-6274	51	8	at	at	ADP
cana-6274	51	9	storey	storey	NOUN
cana-6274	51	10	14	14	NUM
cana-6274	51	11	in	in	ADP
cana-6274	51	12	square	square	ADJ
cana-6274	51	13	diagrid	diagrid	NOUN
cana-6274	51	14	model	model	NOUN
cana-6274	51	15	but	but	CCONJ
cana-6274	51	16	t	t	PROPN
cana-6274	51	17	diagrid	diagrid	NOUN
cana-6274	51	18	model	model	NOUN
cana-6274	51	19	has	have	VERB
cana-6274	51	20	more	more	ADJ
cana-6274	51	21	stiffness	stiffness	NOUN
cana-6274	51	22	at	at	ADP
cana-6274	51	23	base	base	NOUN
cana-6274	51	24	storey	storey	NOUN
cana-6274	51	25	.	.	PUNCT
cana-6274	52	1	references	reference	NOUN
cana-6274	52	2	[	[	X
cana-6274	52	3	1	1	NUM
cana-6274	52	4	]	]	X
cana-6274	52	5	n.tirkey	n.tirkey	NOUN
cana-6274	52	6	and	and	CCONJ
cana-6274	52	7	g.	g.	PROPN
cana-6274	52	8	b.	b.	PROPN
cana-6274	52	9	ramesh	ramesh	PROPN
cana-6274	52	10	kumar	kumar	PROPN
cana-6274	52	11	,	,	PUNCT
cana-6274	52	12	“	"	PUNCT
cana-6274	52	13	analysis	analysis	NOUN
cana-6274	52	14	on	on	ADP
cana-6274	52	15	the	the	DET
cana-6274	52	16	diagrid	diagrid	ADJ
cana-6274	52	17	structure	structure	NOUN
cana-6274	52	18	with	with	ADP
cana-6274	52	19	the	the	DET
cana-6274	52	20	conventional	conventional	ADJ
cana-6274	52	21	building	building	NOUN
cana-6274	52	22	frame	frame	NOUN
cana-6274	52	23	using	use	VERB
cana-6274	52	24	etabs	etab	NOUN
cana-6274	52	25	”	"	PUNCT
cana-6274	52	26	,	,	PUNCT
cana-6274	52	27	materials	material	NOUN
cana-6274	52	28	today	today	NOUN
cana-6274	52	29	:	:	PUNCT
cana-6274	52	30	proceedings	proceeding	NOUN
cana-6274	52	31	,	,	PUNCT
cana-6274	52	32	https://doi.org/10.1016/j.matpr.2019.08.107	https://doi.org/10.1016/j.matpr.2019.08.107	PROPN
cana-6274	52	33	.	.	PUNCT
cana-6274	53	1	[	[	X
cana-6274	53	2	2	2	NUM
cana-6274	53	3	]	]	PUNCT
cana-6274	53	4	a.	a.	NOUN
cana-6274	53	5	teran	teran	PROPN
cana-6274	53	6	-	-	PUNCT
cana-6274	53	7	gilmore	gilmore	PROPN
cana-6274	53	8	,	,	PUNCT
cana-6274	53	9	s.	s.	PROPN
cana-6274	53	10	roeslin	roeslin	PROPN
cana-6274	53	11	,	,	PUNCT
cana-6274	53	12	e.	e.	PROPN
cana-6274	53	13	tapia	tapia	PROPN
cana-6274	53	14	-	-	PUNCT
cana-6274	53	15	hernández	hernández	PROPN
cana-6274	53	16	,	,	PUNCT
cana-6274	53	17	e.	e.	PROPN
cana-6274	53	18	cuadros	cuadros	PROPN
cana-6274	53	19	-	-	PROPN
cana-6274	53	20	hipólito	hipólito	PROPN
cana-6274	53	21	,	,	PUNCT
cana-6274	53	22	“	"	PUNCT
cana-6274	53	23	displacement	displacement	NOUN
cana-6274	53	24	based	base	VERB
cana-6274	53	25	design	design	NOUN
cana-6274	53	26	of	of	ADP
cana-6274	53	27	tall	tall	ADJ
cana-6274	53	28	earthquake	earthquake	NOUN
cana-6274	53	29	-	-	PUNCT
cana-6274	53	30	resistant	resistant	ADJ
cana-6274	53	31	diagrid	diagrid	NOUN
cana-6274	53	32	systems	system	NOUN
cana-6274	53	33	”	"	PUNCT
cana-6274	53	34	,	,	PUNCT
cana-6274	53	35	journal	journal	NOUN
cana-6274	53	36	of	of	ADP
cana-6274	53	37	building	build	VERB
cana-6274	53	38	engineering	engineering	NOUN
cana-6274	53	39	,	,	PUNCT
cana-6274	53	40	https://doi.org/10.1016/j.jobe.2020.102022	https://doi.org/10.1016/j.jobe.2020.102022	PROPN
cana-6274	53	41	.	.	PUNCT
cana-6274	54	1	[	[	X
cana-6274	54	2	3	3	X
cana-6274	54	3	]	]	X
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cana-6274	54	5	labo⁎	labo⁎	PROPN
cana-6274	54	6	,	,	PUNCT
cana-6274	54	7	chiara	chiara	X
cana-6274	54	8	passoni	passoni	NOUN
cana-6274	54	9	,	,	PUNCT
cana-6274	54	10	alessandra	alessandra	PROPN
cana-6274	54	11	marini	marini	PROPN
cana-6274	54	12	,	,	PUNCT
cana-6274	54	13	andrea	andrea	PROPN
cana-6274	54	14	belleri	belleri	PROPN
cana-6274	54	15	,	,	PUNCT
cana-6274	54	16	“	"	PUNCT
cana-6274	54	17	design	design	NOUN
cana-6274	54	18	of	of	ADP
cana-6274	54	19	diagrid	diagrid	ADJ
cana-6274	54	20	exoskeletons	exoskeleton	NOUN
cana-6274	54	21	for	for	ADP
cana-6274	54	22	the	the	DET
cana-6274	54	23	retrofit	retrofit	NOUN
cana-6274	54	24	of	of	ADP
cana-6274	54	25	existing	exist	VERB
cana-6274	54	26	rc	rc	PROPN
cana-6274	54	27	buildings	building	NOUN
cana-6274	54	28	”	"	PUNCT
cana-6274	54	29	,	,	PUNCT
cana-6274	54	30	engineering	engineering	NOUN
cana-6274	54	31	structures	structure	NOUN
cana-6274	54	32	,	,	PUNCT
cana-6274	54	33	https://doi.org/10.1016/j.engstruct.2020.110899	https://doi.org/10.1016/j.engstruct.2020.110899	PROPN
cana-6274	54	34	.	.	PUNCT
cana-6274	55	1	[	[	X
cana-6274	55	2	4	4	X
cana-6274	55	3	]	]	X
cana-6274	55	4	avnish	avnish	PROPN
cana-6274	55	5	kumar	kumar	PROPN
cana-6274	55	6	rai&rashmisakalle	rai&rashmisakalle	PROPN
cana-6274	55	7	“	"	PUNCT
cana-6274	55	8	comparative	comparative	ADJ
cana-6274	55	9	analysis	analysis	NOUN
cana-6274	55	10	of	of	ADP
cana-6274	55	11	a	a	DET
cana-6274	55	12	high	high	ADJ
cana-6274	55	13	rise	rise	NOUN
cana-6274	55	14	building	building	NOUN
cana-6274	55	15	frame	frame	NOUN
cana-6274	55	16	with	with	ADP
cana-6274	55	17	and	and	CCONJ
cana-6274	55	18	without	without	ADP
cana-6274	55	19	diagrid	diagrid	ADJ
cana-6274	55	20	effects	effect	NOUN
cana-6274	55	21	under	under	ADP
cana-6274	55	22	seismic	seismic	ADJ
cana-6274	55	23	zones	zone	NOUN
cana-6274	55	24	iii	iii	PROPN
cana-6274	55	25	&	&	CCONJ
cana-6274	55	26	v	v	NOUN
cana-6274	55	27	”	"	PUNCT
cana-6274	55	28	international	international	ADJ
cana-6274	55	29	journal	journal	NOUN
cana-6274	55	30	of	of	ADP
cana-6274	55	31	engineering	engineering	PROPN
cana-6274	55	32	sciences	sciences	PROPN
cana-6274	55	33	&	&	CCONJ
cana-6274	55	34	research	research	PROPN
cana-6274	55	35	technology	technology	NOUN
cana-6274	55	36	,	,	PUNCT
cana-6274	55	37	september	september	PROPN
cana-6274	55	38	2017	2017	NUM
cana-6274	55	39	.	.	PUNCT
cana-6274	56	1	[	[	X
cana-6274	56	2	5	5	NUM
cana-6274	56	3	]	]	SYM
cana-6274	56	4	dr.gopisiddappa	dr.gopisiddappa	NOUN
cana-6274	56	5	,	,	PUNCT
cana-6274	56	6	m.divyashree&sindhuja	m.divyashree&sindhuja	PROPN
cana-6274	56	7	g	g	PROPN
cana-6274	56	8	j	j	PROPN
cana-6274	56	9	“	"	PUNCT
cana-6274	56	10	performance	performance	NOUN
cana-6274	56	11	study	study	NOUN
cana-6274	56	12	of	of	ADP
cana-6274	56	13	high	high	ADJ
cana-6274	56	14	rise	rise	NOUN
cana-6274	56	15	building	build	VERB
cana-6274	56	16	with	with	ADP
cana-6274	56	17	diagrid	diagrid	ADJ
cana-6274	56	18	system	system	NOUN
cana-6274	56	19	under	under	ADP
cana-6274	56	20	dynamic	dynamic	ADJ
cana-6274	56	21	loading”international	loading”international	ADJ
cana-6274	56	22	research	research	NOUN
cana-6274	56	23	journal	journal	NOUN
cana-6274	56	24	of	of	ADP
cana-6274	56	25	engineering	engineering	NOUN
cana-6274	56	26	and	and	CCONJ
cana-6274	56	27	technology	technology	NOUN
cana-6274	56	28	,	,	PUNCT
cana-6274	56	29	volume	volume	NOUN
cana-6274	56	30	:	:	PUNCT
cana-6274	56	31	04	04	NUM
cana-6274	56	32	issue	issue	NOUN
cana-6274	56	33	:	:	PUNCT
cana-6274	56	34	06	06	NUM
cana-6274	57	1	|	|	NOUN
cana-6274	57	2	june	june	PROPN
cana-6274	57	3	-2017	-2017	PROPN
cana-6274	57	4	.	.	PUNCT
cana-6274	58	1	[	[	X
cana-6274	58	2	6	6	NUM
cana-6274	58	3	]	]	PUNCT
cana-6274	58	4	sameeran	sameeran	PROPN
cana-6274	58	5	r.	r.	PROPN
cana-6274	58	6	takle	takle	PROPN
cana-6274	58	7	,	,	PUNCT
cana-6274	58	8	prof	prof	PROPN
cana-6274	58	9	.	.	PUNCT
cana-6274	58	10	aparna	aparna	PROPN
cana-6274	58	11	s.	s.	PROPN
cana-6274	58	12	patil	patil	PROPN
cana-6274	58	13	,	,	PUNCT
cana-6274	58	14	prof	prof	PROPN
cana-6274	58	15	.	.	PUNCT
cana-6274	58	16	bharati	bharati	PROPN
cana-6274	58	17	v.	v.	PROPN
cana-6274	58	18	mahajan	mahajan	PROPN
cana-6274	58	19	“	"	PUNCT
cana-6274	58	20	dynamic	dynamic	ADJ
cana-6274	58	21	analysis	analysis	NOUN
cana-6274	58	22	of	of	ADP
cana-6274	58	23	diagrid	diagrid	ADJ
cana-6274	58	24	structural	structural	ADJ
cana-6274	58	25	system	system	NOUN
cana-6274	58	26	in	in	ADP
cana-6274	58	27	high	high	ADJ
cana-6274	58	28	rise	rise	NOUN
cana-6274	58	29	rcc	rcc	PROPN
cana-6274	58	30	buildings	building	NOUN
cana-6274	58	31	with	with	ADP
cana-6274	58	32	varying	vary	VERB
cana-6274	58	33	geometry	geometry	NOUN
cana-6274	58	34	”	"	PUNCT
cana-6274	58	35	international	international	ADJ
cana-6274	58	36	journal	journal	NOUN
cana-6274	58	37	of	of	ADP
cana-6274	58	38	engineering	engineering	PROPN
cana-6274	58	39	research	research	PROPN
cana-6274	58	40	&	&	CCONJ
cana-6274	58	41	technology	technology	NOUN
cana-6274	58	42	,	,	PUNCT
cana-6274	58	43	vol	vol	NOUN
cana-6274	58	44	.	.	NOUN
cana-6274	58	45	9	9	NUM
cana-6274	58	46	issue	issue	NOUN
cana-6274	58	47	12	12	NUM
cana-6274	58	48	,	,	PUNCT
cana-6274	58	49	december-2020	december-2020	NOUN
cana-6274	58	50	.	.	PUNCT
cana-6274	59	1	[	[	X
cana-6274	59	2	7	7	NUM
cana-6274	59	3	]	]	X
cana-6274	59	4	critreria	critreria	NOUN
cana-6274	59	5	for	for	ADP
cana-6274	59	6	earthquake	earthquake	NOUN
cana-6274	59	7	resistant	resistant	ADJ
cana-6274	59	8	,	,	PUNCT
cana-6274	59	9	design	design	VERB
cana-6274	59	10	if	if	SCONJ
cana-6274	59	11	structures	structure	NOUN
cana-6274	59	12	,	,	PUNCT
cana-6274	59	13	part	part	NOUN
cana-6274	59	14	1general	1general	ADJ
cana-6274	59	15	provisions	provision	NOUN
cana-6274	59	16	and	and	CCONJ
cana-6274	59	17	buildings	building	NOUN
cana-6274	59	18	,	,	PUNCT
cana-6274	59	19	is:1893(part	is:1893(part	X
cana-6274	59	20	1	1	NUM
cana-6274	59	21	):	):	PUNCT
cana-6274	59	22	2002	2002	NUM
cana-6274	59	23	.	.	PUNCT
cana-6274	60	1	[	[	X
cana-6274	60	2	8	8	NUM
cana-6274	60	3	]	]	X
cana-6274	60	4	code	code	NOUN
cana-6274	60	5	of	of	ADP
cana-6274	60	6	practice	practice	NOUN
cana-6274	60	7	for	for	ADP
cana-6274	60	8	design	design	NOUN
cana-6274	60	9	loads	load	NOUN
cana-6274	60	10	for	for	ADP
cana-6274	60	11	buildings	building	NOUN
cana-6274	60	12	and	and	CCONJ
cana-6274	60	13	structures	structure	NOUN
cana-6274	60	14	is	be	AUX
cana-6274	60	15	:	:	PUNCT
cana-6274	60	16	875	875	NUM
cana-6274	60	17	(	(	PUNCT
cana-6274	60	18	part	part	NOUN
cana-6274	60	19	1),is:875(part	1),is:875(part	NUM
cana-6274	60	20	2	2	NUM
cana-6274	60	21	)	)	PUNCT
cana-6274	60	22	,	,	PUNCT
cana-6274	60	23	is:875	is:875	PRON
cana-6274	60	24	(	(	PUNCT
cana-6274	60	25	part	part	NOUN
cana-6274	60	26	3	3	NUM
cana-6274	60	27	)	)	PUNCT
cana-6274	60	28	for	for	ADP
cana-6274	60	29	dead	dead	ADJ
cana-6274	60	30	load	load	NOUN
cana-6274	60	31	,	,	PUNCT
cana-6274	60	32	live	live	VERB
cana-6274	60	33	load	load	NOUN
cana-6274	60	34	and	and	CCONJ
cana-6274	60	35	wind	wind	NOUN
cana-6274	60	36	load	load	NOUN
cana-6274	60	37	.	.	PUNCT
cana-6274	61	1	https://doi.org/10.1016/j.matpr.2019.08.107	https://doi.org/10.1016/j.matpr.2019.08.107	PROPN
cana-6274	61	2	https://doi.org/10.1016/j.jobe.2020.102022	https://doi.org/10.1016/j.jobe.2020.102022	NOUN
cana-6274	61	3	https://doi.org/10.1016/j.engstruct.2020.110899	https://doi.org/10.1016/j.engstruct.2020.110899	NOUN