id	sid	tid	token	lemma	pos
cana-6243	1	1	communications	communication	NOUN
cana-6243	1	2	on	on	ADP
cana-6243	1	3	applied	apply	VERB
cana-6243	1	4	nonlinear	nonlinear	ADJ
cana-6243	1	5	analysis	analysis	NOUN
cana-6243	1	6	issn	issn	NOUN
cana-6243	1	7	:	:	PUNCT
cana-6243	1	8	1074	1074	NUM
cana-6243	1	9	-	-	PUNCT
cana-6243	1	10	133x	133x	NUM
cana-6243	1	11	vol	vol	NOUN
cana-6243	1	12	32	32	NUM
cana-6243	1	13	no	no	NOUN
cana-6243	1	14	.	.	PUNCT
cana-6243	2	1	2s	2s	NUM
cana-6243	2	2	(	(	PUNCT
cana-6243	2	3	2025	2025	NUM
cana-6243	2	4	)	)	PUNCT
cana-6243	2	5	627	627	NUM
cana-6243	2	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6243	2	7	comparative	comparative	ADJ
cana-6243	2	8	assessment	assessment	NOUN
cana-6243	2	9	of	of	ADP
cana-6243	2	10	seismic	seismic	ADJ
cana-6243	2	11	performance	performance	NOUN
cana-6243	2	12	in	in	ADP
cana-6243	2	13	rc	rc	PROPN
cana-6243	2	14	buildings	building	NOUN
cana-6243	2	15	with	with	ADP
cana-6243	2	16	varying	vary	VERB
cana-6243	2	17	slab	slab	NOUN
cana-6243	2	18	system	system	NOUN
cana-6243	2	19	configurations	configuration	NOUN
cana-6243	2	20	sharada	sharada	PROPN
cana-6243	2	21	polusani1	polusani1	PROPN
cana-6243	2	22	,	,	PUNCT
cana-6243	2	23	dr.akula	dr.akula	VERB
cana-6243	2	24	krishna	krishna	PROPN
cana-6243	2	25	rao2	rao2	PROPN
cana-6243	2	26	,	,	PUNCT
cana-6243	2	27	dr.padmaja	dr.padmaja	VERB
cana-6243	2	28	m3	m3	PROPN
cana-6243	2	29	1assistant	1assistant	NUM
cana-6243	2	30	professor	professor	NOUN
cana-6243	2	31	,	,	PUNCT
cana-6243	2	32	mgit	mgit	NOUN
cana-6243	2	33	,	,	PUNCT
cana-6243	2	34	2professor	2professor	NUM
cana-6243	2	35	of	of	ADP
cana-6243	2	36	ce	ce	PROPN
cana-6243	2	37	,	,	PUNCT
cana-6243	2	38	cmr	cmr	PROPN
cana-6243	2	39	college	college	PROPN
cana-6243	2	40	of	of	ADP
cana-6243	2	41	engineering	engineering	PROPN
cana-6243	2	42	&	&	CCONJ
cana-6243	2	43	technology	technology	PROPN
cana-6243	2	44	,	,	PUNCT
cana-6243	2	45	3assistant	3assistant	NUM
cana-6243	2	46	professor	professor	NOUN
cana-6243	2	47	,	,	PUNCT
cana-6243	2	48	mgit	mgit	ADJ
cana-6243	2	49	email	email	NOUN
cana-6243	2	50	:	:	PUNCT
cana-6243	2	51	1psharadha_civil@mgit.ac.in	1psharadha_civil@mgit.ac.in	NUM
cana-6243	2	52	,	,	PUNCT
cana-6243	2	53	2akulakrishnarao@gmail.com	2akulakrishnarao@gmail.com	NUM
cana-6243	2	54	,	,	PUNCT
cana-6243	2	55	3mpadmaja_civil@mgit.ac.in	3mpadmaja_civil@mgit.ac.in	NUM
cana-6243	2	56	article	article	NOUN
cana-6243	2	57	history	history	NOUN
cana-6243	2	58	:	:	PUNCT
cana-6243	2	59	received:06/01/2025	received:06/01/2025	NOUN
cana-6243	2	60	revised	revise	VERB
cana-6243	2	61	:	:	PUNCT
cana-6243	2	62	15/02/2025	15/02/2025	NUM
cana-6243	2	63	accepted:28/02/2025	accepted:28/02/2025	PROPN
cana-6243	2	64	abstract	abstract	NOUN
cana-6243	2	65	:	:	PUNCT
cana-6243	2	66	reinforced	reinforce	VERB
cana-6243	2	67	concrete	concrete	NOUN
cana-6243	2	68	(	(	PUNCT
cana-6243	2	69	rc	rc	NOUN
cana-6243	2	70	)	)	PUNCT
cana-6243	2	71	structures	structure	NOUN
cana-6243	2	72	play	play	VERB
cana-6243	2	73	a	a	DET
cana-6243	2	74	vital	vital	ADJ
cana-6243	2	75	role	role	NOUN
cana-6243	2	76	in	in	ADP
cana-6243	2	77	modern	modern	ADJ
cana-6243	2	78	construction	construction	NOUN
cana-6243	2	79	due	due	ADP
cana-6243	2	80	to	to	ADP
cana-6243	2	81	their	their	PRON
cana-6243	2	82	strength	strength	NOUN
cana-6243	2	83	,	,	PUNCT
cana-6243	2	84	durability	durability	NOUN
cana-6243	2	85	,	,	PUNCT
cana-6243	2	86	and	and	CCONJ
cana-6243	2	87	adaptability	adaptability	NOUN
cana-6243	2	88	.	.	PUNCT
cana-6243	3	1	flatslab	flatslab	PROPN
cana-6243	3	2	rc	rc	PROPN
cana-6243	3	3	buildings	building	NOUN
cana-6243	3	4	exhibit	exhibit	VERB
cana-6243	3	5	several	several	ADJ
cana-6243	3	6	advantages	advantage	NOUN
cana-6243	3	7	over	over	ADP
cana-6243	3	8	conventional	conventional	ADJ
cana-6243	3	9	moment	moment	NOUN
cana-6243	3	10	-	-	PUNCT
cana-6243	3	11	resisting	resist	VERB
cana-6243	3	12	frames	frame	NOUN
cana-6243	3	13	.	.	PUNCT
cana-6243	4	1	among	among	ADP
cana-6243	4	2	various	various	ADJ
cana-6243	4	3	structural	structural	ADJ
cana-6243	4	4	components	component	NOUN
cana-6243	4	5	,	,	PUNCT
cana-6243	4	6	the	the	DET
cana-6243	4	7	slab	slab	NOUN
cana-6243	4	8	system	system	NOUN
cana-6243	4	9	significantly	significantly	ADV
cana-6243	4	10	affects	affect	VERB
cana-6243	4	11	the	the	DET
cana-6243	4	12	behaviour	behaviour	NOUN
cana-6243	4	13	of	of	ADP
cana-6243	4	14	multi	multi	ADJ
cana-6243	4	15	-	-	ADJ
cana-6243	4	16	storeyed	storeyed	ADJ
cana-6243	4	17	buildings	building	NOUN
cana-6243	4	18	,	,	PUNCT
cana-6243	4	19	especially	especially	ADV
cana-6243	4	20	under	under	ADP
cana-6243	4	21	lateral	lateral	ADJ
cana-6243	4	22	loads	load	NOUN
cana-6243	4	23	like	like	ADP
cana-6243	4	24	earthquakes	earthquake	NOUN
cana-6243	4	25	.	.	PUNCT
cana-6243	5	1	in	in	ADP
cana-6243	5	2	structural	structural	ADJ
cana-6243	5	3	design	design	NOUN
cana-6243	5	4	,	,	PUNCT
cana-6243	5	5	two	two	NUM
cana-6243	5	6	widely	widely	ADV
cana-6243	5	7	used	use	VERB
cana-6243	5	8	slab	slab	NOUN
cana-6243	5	9	systems	system	NOUN
cana-6243	5	10	are	be	AUX
cana-6243	5	11	the	the	DET
cana-6243	5	12	conventional	conventional	ADJ
cana-6243	5	13	slab	slab	NOUN
cana-6243	5	14	-	-	PUNCT
cana-6243	5	15	beam	beam	NOUN
cana-6243	5	16	-	-	PUNCT
cana-6243	5	17	column	column	NOUN
cana-6243	5	18	system	system	NOUN
cana-6243	5	19	and	and	CCONJ
cana-6243	5	20	the	the	DET
cana-6243	5	21	flat	flat	ADJ
cana-6243	5	22	slab	slab	NOUN
cana-6243	5	23	system	system	NOUN
cana-6243	5	24	with	with	ADP
cana-6243	5	25	drop	drop	NOUN
cana-6243	5	26	panels	panel	NOUN
cana-6243	5	27	.	.	PUNCT
cana-6243	6	1	while	while	SCONJ
cana-6243	6	2	conventional	conventional	ADJ
cana-6243	6	3	slabs	slab	NOUN
cana-6243	6	4	offer	offer	VERB
cana-6243	6	5	greater	great	ADJ
cana-6243	6	6	rigidity	rigidity	NOUN
cana-6243	6	7	due	due	ADP
cana-6243	6	8	to	to	ADP
cana-6243	6	9	the	the	DET
cana-6243	6	10	presence	presence	NOUN
cana-6243	6	11	of	of	ADP
cana-6243	6	12	beams	beam	NOUN
cana-6243	6	13	,	,	PUNCT
cana-6243	6	14	flat	flat	ADJ
cana-6243	6	15	slabs	slab	NOUN
cana-6243	6	16	provide	provide	VERB
cana-6243	6	17	architectural	architectural	ADJ
cana-6243	6	18	flexibility	flexibility	NOUN
cana-6243	6	19	,	,	PUNCT
cana-6243	6	20	reduced	reduce	VERB
cana-6243	6	21	floor	floor	NOUN
cana-6243	6	22	height	height	NOUN
cana-6243	6	23	,	,	PUNCT
cana-6243	6	24	and	and	CCONJ
cana-6243	6	25	ease	ease	NOUN
cana-6243	6	26	of	of	ADP
cana-6243	6	27	construction	construction	NOUN
cana-6243	6	28	.	.	PUNCT
cana-6243	7	1	this	this	DET
cana-6243	7	2	mini	mini	ADJ
cana-6243	7	3	project	project	NOUN
cana-6243	7	4	focuses	focus	VERB
cana-6243	7	5	on	on	ADP
cana-6243	7	6	evaluating	evaluate	VERB
cana-6243	7	7	and	and	CCONJ
cana-6243	7	8	comparing	compare	VERB
cana-6243	7	9	the	the	DET
cana-6243	7	10	seismic	seismic	ADJ
cana-6243	7	11	performance	performance	NOUN
cana-6243	7	12	of	of	ADP
cana-6243	7	13	rc	rc	PROPN
cana-6243	7	14	buildings	building	NOUN
cana-6243	7	15	using	use	VERB
cana-6243	7	16	these	these	DET
cana-6243	7	17	two	two	NUM
cana-6243	7	18	slab	slab	NOUN
cana-6243	7	19	systems	system	NOUN
cana-6243	7	20	.	.	PUNCT
cana-6243	8	1	a	a	DET
cana-6243	8	2	g+15	g+15	NOUN
cana-6243	8	3	-	-	PUNCT
cana-6243	8	4	storeyed	storeye	VERB
cana-6243	8	5	residential	residential	ADJ
cana-6243	8	6	building	building	NOUN
cana-6243	8	7	with	with	ADP
cana-6243	8	8	identical	identical	ADJ
cana-6243	8	9	geometry	geometry	NOUN
cana-6243	8	10	,	,	PUNCT
cana-6243	8	11	loading	loading	NOUN
cana-6243	8	12	conditions	condition	NOUN
cana-6243	8	13	,	,	PUNCT
cana-6243	8	14	and	and	CCONJ
cana-6243	8	15	material	material	NOUN
cana-6243	8	16	properties	property	NOUN
cana-6243	8	17	is	be	AUX
cana-6243	8	18	modelled	model	VERB
cana-6243	8	19	and	and	CCONJ
cana-6243	8	20	analysed	analyse	VERB
cana-6243	8	21	in	in	ADP
cana-6243	8	22	etabs	etab	NOUN
cana-6243	8	23	software	software	NOUN
cana-6243	8	24	.	.	PUNCT
cana-6243	9	1	the	the	DET
cana-6243	9	2	analysis	analysis	NOUN
cana-6243	9	3	is	be	AUX
cana-6243	9	4	performed	perform	VERB
cana-6243	9	5	as	as	ADP
cana-6243	9	6	per	per	ADP
cana-6243	9	7	is	be	AUX
cana-6243	9	8	1893	1893	NUM
cana-6243	9	9	(	(	PUNCT
cana-6243	9	10	part	part	NOUN
cana-6243	9	11	1	1	NUM
cana-6243	9	12	):	):	PUNCT
cana-6243	9	13	2016	2016	NUM
cana-6243	9	14	seismic	seismic	ADJ
cana-6243	9	15	provisions	provision	NOUN
cana-6243	9	16	for	for	ADP
cana-6243	9	17	zone	zone	NOUN
cana-6243	9	18	ii	ii	PROPN
cana-6243	9	19	and	and	CCONJ
cana-6243	9	20	medium	medium	ADJ
cana-6243	9	21	soil	soil	NOUN
cana-6243	9	22	conditions	condition	NOUN
cana-6243	9	23	.	.	PUNCT
cana-6243	10	1	structural	structural	ADJ
cana-6243	10	2	parameters	parameter	NOUN
cana-6243	10	3	such	such	ADJ
cana-6243	10	4	as	as	ADP
cana-6243	10	5	storey	storey	NOUN
cana-6243	10	6	displacement	displacement	NOUN
cana-6243	10	7	,	,	PUNCT
cana-6243	10	8	storey	storey	NOUN
cana-6243	10	9	drift	drift	NOUN
cana-6243	10	10	,	,	PUNCT
cana-6243	10	11	base	base	ADJ
cana-6243	10	12	shear	shear	NOUN
cana-6243	10	13	,	,	PUNCT
cana-6243	10	14	storey	storey	NOUN
cana-6243	10	15	shear	shear	NOUN
cana-6243	10	16	,	,	PUNCT
cana-6243	10	17	and	and	CCONJ
cana-6243	10	18	natural	natural	ADJ
cana-6243	10	19	time	time	NOUN
cana-6243	10	20	period	period	NOUN
cana-6243	10	21	are	be	AUX
cana-6243	10	22	extracted	extract	VERB
cana-6243	10	23	and	and	CCONJ
cana-6243	10	24	compared	compare	VERB
cana-6243	10	25	between	between	ADP
cana-6243	10	26	the	the	DET
cana-6243	10	27	two	two	NUM
cana-6243	10	28	systems	system	NOUN
cana-6243	10	29	.	.	PUNCT
cana-6243	11	1	the	the	DET
cana-6243	11	2	objective	objective	NOUN
cana-6243	11	3	is	be	AUX
cana-6243	11	4	to	to	PART
cana-6243	11	5	understand	understand	VERB
cana-6243	11	6	how	how	SCONJ
cana-6243	11	7	the	the	DET
cana-6243	11	8	presence	presence	NOUN
cana-6243	11	9	or	or	CCONJ
cana-6243	11	10	absence	absence	NOUN
cana-6243	11	11	of	of	ADP
cana-6243	11	12	beams	beam	NOUN
cana-6243	11	13	(	(	PUNCT
cana-6243	11	14	as	as	ADP
cana-6243	11	15	in	in	ADP
cana-6243	11	16	flat	flat	ADJ
cana-6243	11	17	slabs	slab	NOUN
cana-6243	11	18	)	)	PUNCT
cana-6243	11	19	affects	affect	VERB
cana-6243	11	20	the	the	DET
cana-6243	11	21	lateral	lateral	ADJ
cana-6243	11	22	load	load	NOUN
cana-6243	11	23	resistance	resistance	NOUN
cana-6243	11	24	and	and	CCONJ
cana-6243	11	25	dynamic	dynamic	ADJ
cana-6243	11	26	characteristics	characteristic	NOUN
cana-6243	11	27	of	of	ADP
cana-6243	11	28	tall	tall	ADJ
cana-6243	11	29	buildings	building	NOUN
cana-6243	11	30	.	.	PUNCT
cana-6243	12	1	the	the	DET
cana-6243	12	2	study	study	NOUN
cana-6243	12	3	reveals	reveal	VERB
cana-6243	12	4	that	that	SCONJ
cana-6243	12	5	conventional	conventional	ADJ
cana-6243	12	6	slabs	slab	NOUN
cana-6243	12	7	generally	generally	ADV
cana-6243	12	8	exhibit	exhibit	VERB
cana-6243	12	9	better	well	ADJ
cana-6243	12	10	lateral	lateral	ADJ
cana-6243	12	11	stiffness	stiffness	NOUN
cana-6243	12	12	,	,	PUNCT
cana-6243	12	13	resulting	result	VERB
cana-6243	12	14	in	in	ADP
cana-6243	12	15	lower	low	ADJ
cana-6243	12	16	displacements	displacement	NOUN
cana-6243	12	17	and	and	CCONJ
cana-6243	12	18	drifts	drift	NOUN
cana-6243	12	19	,	,	PUNCT
cana-6243	12	20	while	while	SCONJ
cana-6243	12	21	flat	flat	ADJ
cana-6243	12	22	slabs	slab	NOUN
cana-6243	12	23	,	,	PUNCT
cana-6243	12	24	despite	despite	SCONJ
cana-6243	12	25	being	be	AUX
cana-6243	12	26	more	more	ADV
cana-6243	12	27	flexible	flexible	ADJ
cana-6243	12	28	,	,	PUNCT
cana-6243	12	29	may	may	AUX
cana-6243	12	30	require	require	VERB
cana-6243	12	31	additional	additional	ADJ
cana-6243	12	32	design	design	NOUN
cana-6243	12	33	considerations	consideration	NOUN
cana-6243	12	34	such	such	ADJ
cana-6243	12	35	as	as	ADP
cana-6243	12	36	increased	increase	VERB
cana-6243	12	37	slab	slab	NOUN
cana-6243	12	38	thickness	thickness	NOUN
cana-6243	12	39	or	or	CCONJ
cana-6243	12	40	column	column	NOUN
cana-6243	12	41	capital	capital	NOUN
cana-6243	12	42	sizes	size	NOUN
cana-6243	12	43	to	to	PART
cana-6243	12	44	enhance	enhance	VERB
cana-6243	12	45	performance	performance	NOUN
cana-6243	12	46	under	under	ADP
cana-6243	12	47	seismic	seismic	ADJ
cana-6243	12	48	conditions	condition	NOUN
cana-6243	12	49	.	.	PUNCT
cana-6243	13	1	mailto:2akulakrishnarao@gmail.com	mailto:2akulakrishnarao@gmail.com	X
cana-6243	13	2	communications	communication	NOUN
cana-6243	13	3	on	on	ADP
cana-6243	13	4	applied	apply	VERB
cana-6243	13	5	nonlinear	nonlinear	ADJ
cana-6243	13	6	analysis	analysis	NOUN
cana-6243	13	7	issn	issn	NOUN
cana-6243	13	8	:	:	PUNCT
cana-6243	13	9	1074	1074	NUM
cana-6243	13	10	-	-	PUNCT
cana-6243	13	11	133x	133x	NUM
cana-6243	13	12	vol	vol	NOUN
cana-6243	13	13	32	32	NUM
cana-6243	13	14	no	no	NOUN
cana-6243	13	15	.	.	PUNCT
cana-6243	14	1	2s	2s	NUM
cana-6243	14	2	(	(	PUNCT
cana-6243	14	3	2025	2025	NUM
cana-6243	14	4	)	)	PUNCT
cana-6243	14	5	628	628	NUM
cana-6243	14	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6243	14	7	the	the	DET
cana-6243	14	8	outcomes	outcome	NOUN
cana-6243	14	9	of	of	ADP
cana-6243	14	10	this	this	DET
cana-6243	14	11	project	project	NOUN
cana-6243	14	12	provide	provide	VERB
cana-6243	14	13	valuable	valuable	ADJ
cana-6243	14	14	insights	insight	NOUN
cana-6243	14	15	for	for	ADP
cana-6243	14	16	structural	structural	ADJ
cana-6243	14	17	engineers	engineer	NOUN
cana-6243	14	18	and	and	CCONJ
cana-6243	14	19	designers	designer	NOUN
cana-6243	14	20	,	,	PUNCT
cana-6243	14	21	helping	help	VERB
cana-6243	14	22	them	they	PRON
cana-6243	14	23	to	to	PART
cana-6243	14	24	choose	choose	VERB
cana-6243	14	25	an	an	DET
cana-6243	14	26	appropriate	appropriate	ADJ
cana-6243	14	27	slab	slab	NOUN
cana-6243	14	28	system	system	NOUN
cana-6243	14	29	based	base	VERB
cana-6243	14	30	on	on	ADP
cana-6243	14	31	structural	structural	ADJ
cana-6243	14	32	safety	safety	NOUN
cana-6243	14	33	,	,	PUNCT
cana-6243	14	34	architectural	architectural	ADJ
cana-6243	14	35	requirements	requirement	NOUN
cana-6243	14	36	,	,	PUNCT
cana-6243	14	37	and	and	CCONJ
cana-6243	14	38	cost	cost	NOUN
cana-6243	14	39	-	-	PUNCT
cana-6243	14	40	effectiveness	effectiveness	NOUN
cana-6243	14	41	.	.	PUNCT
cana-6243	15	1	1	1	X
cana-6243	15	2	.	.	X
cana-6243	15	3	introduction	introduction	NOUN
cana-6243	15	4	in	in	ADP
cana-6243	15	5	recent	recent	ADJ
cana-6243	15	6	decades	decade	NOUN
cana-6243	15	7	,	,	PUNCT
cana-6243	15	8	several	several	ADJ
cana-6243	15	9	devastating	devastating	ADJ
cana-6243	15	10	earthquakes	earthquake	NOUN
cana-6243	15	11	have	have	AUX
cana-6243	15	12	exposed	expose	VERB
cana-6243	15	13	the	the	DET
cana-6243	15	14	seismic	seismic	ADJ
cana-6243	15	15	vulnerability	vulnerability	NOUN
cana-6243	15	16	of	of	ADP
cana-6243	15	17	reinforced	reinforce	VERB
cana-6243	15	18	concrete	concrete	NOUN
cana-6243	15	19	(	(	PUNCT
cana-6243	15	20	rc	rc	NOUN
cana-6243	15	21	)	)	PUNCT
cana-6243	15	22	buildings	building	NOUN
cana-6243	15	23	,	,	PUNCT
cana-6243	15	24	particularly	particularly	ADV
cana-6243	15	25	those	those	PRON
cana-6243	15	26	constructed	construct	VERB
cana-6243	15	27	before	before	ADP
cana-6243	15	28	the	the	DET
cana-6243	15	29	implementation	implementation	NOUN
cana-6243	15	30	of	of	ADP
cana-6243	15	31	modern	modern	ADJ
cana-6243	15	32	seismic	seismic	ADJ
cana-6243	15	33	design	design	NOUN
cana-6243	15	34	codes	code	NOUN
cana-6243	15	35	.	.	PUNCT
cana-6243	16	1	in	in	ADP
cana-6243	16	2	many	many	ADJ
cana-6243	16	3	developing	develop	VERB
cana-6243	16	4	countries	country	NOUN
cana-6243	16	5	,	,	PUNCT
cana-6243	16	6	including	include	VERB
cana-6243	16	7	india	india	PROPN
cana-6243	16	8	.	.	PUNCT
cana-6243	17	1	this	this	PRON
cana-6243	17	2	has	have	AUX
cana-6243	17	3	raised	raise	VERB
cana-6243	17	4	serious	serious	ADJ
cana-6243	17	5	concerns	concern	NOUN
cana-6243	17	6	about	about	ADP
cana-6243	17	7	their	their	PRON
cana-6243	17	8	ability	ability	NOUN
cana-6243	17	9	to	to	PART
cana-6243	17	10	withstand	withstand	VERB
cana-6243	17	11	seismic	seismic	ADJ
cana-6243	17	12	events	event	NOUN
cana-6243	17	13	,	,	PUNCT
cana-6243	17	14	especially	especially	ADV
cana-6243	17	15	in	in	ADP
cana-6243	17	16	zones	zone	NOUN
cana-6243	17	17	with	with	ADP
cana-6243	17	18	moderate	moderate	ADJ
cana-6243	17	19	to	to	ADP
cana-6243	17	20	high	high	ADJ
cana-6243	17	21	seismic	seismic	ADJ
cana-6243	17	22	activity	activity	NOUN
cana-6243	17	23	.	.	PUNCT
cana-6243	18	1	in	in	ADP
cana-6243	18	2	seismic	seismic	ADJ
cana-6243	18	3	-	-	PUNCT
cana-6243	18	4	prone	prone	ADJ
cana-6243	18	5	regions	region	NOUN
cana-6243	18	6	,	,	PUNCT
cana-6243	18	7	the	the	DET
cana-6243	18	8	structural	structural	ADJ
cana-6243	18	9	system	system	NOUN
cana-6243	18	10	of	of	ADP
cana-6243	18	11	a	a	DET
cana-6243	18	12	building	building	NOUN
cana-6243	18	13	plays	play	VERB
cana-6243	18	14	a	a	DET
cana-6243	18	15	crucial	crucial	ADJ
cana-6243	18	16	role	role	NOUN
cana-6243	18	17	in	in	ADP
cana-6243	18	18	determining	determine	VERB
cana-6243	18	19	its	its	PRON
cana-6243	18	20	ability	ability	NOUN
cana-6243	18	21	to	to	PART
cana-6243	18	22	withstand	withstand	VERB
cana-6243	18	23	and	and	CCONJ
cana-6243	18	24	dissipate	dissipate	VERB
cana-6243	18	25	earthquake	earthquake	NOUN
cana-6243	18	26	-	-	PUNCT
cana-6243	18	27	induced	induce	VERB
cana-6243	18	28	forces	force	NOUN
cana-6243	18	29	.	.	PUNCT
cana-6243	19	1	while	while	SCONJ
cana-6243	19	2	conventional	conventional	ADJ
cana-6243	19	3	rc	rc	PROPN
cana-6243	19	4	frame	frame	NOUN
cana-6243	19	5	systems	system	NOUN
cana-6243	19	6	with	with	ADP
cana-6243	19	7	beams	beam	NOUN
cana-6243	19	8	and	and	CCONJ
cana-6243	19	9	columns	column	NOUN
cana-6243	19	10	offer	offer	VERB
cana-6243	19	11	inherent	inherent	ADJ
cana-6243	19	12	lateral	lateral	ADJ
cana-6243	19	13	stiffness	stiffness	NOUN
cana-6243	19	14	and	and	CCONJ
cana-6243	19	15	ductility	ductility	NOUN
cana-6243	19	16	,	,	PUNCT
cana-6243	19	17	flat	flat	ADJ
cana-6243	19	18	slab	slab	NOUN
cana-6243	19	19	systems	system	NOUN
cana-6243	19	20	,	,	PUNCT
cana-6243	19	21	which	which	PRON
cana-6243	19	22	eliminate	eliminate	VERB
cana-6243	19	23	beams	beam	NOUN
cana-6243	19	24	,	,	PUNCT
cana-6243	19	25	may	may	AUX
cana-6243	19	26	be	be	AUX
cana-6243	19	27	more	more	ADV
cana-6243	19	28	vulnerable	vulnerable	ADJ
cana-6243	19	29	due	due	ADP
cana-6243	19	30	to	to	ADP
cana-6243	19	31	reduced	reduce	VERB
cana-6243	19	32	moment	moment	NOUN
cana-6243	19	33	resistance	resistance	NOUN
cana-6243	19	34	and	and	CCONJ
cana-6243	19	35	altered	alter	VERB
cana-6243	19	36	load	load	NOUN
cana-6243	19	37	transfer	transfer	NOUN
cana-6243	19	38	mechanisms	mechanism	NOUN
cana-6243	19	39	.	.	PUNCT
cana-6243	20	1	despite	despite	SCONJ
cana-6243	20	2	their	their	PRON
cana-6243	20	3	architectural	architectural	ADJ
cana-6243	20	4	and	and	CCONJ
cana-6243	20	5	construction	construction	NOUN
cana-6243	20	6	benefits	benefit	NOUN
cana-6243	20	7	,	,	PUNCT
cana-6243	20	8	flat	flat	ADJ
cana-6243	20	9	slab	slab	NOUN
cana-6243	20	10	systems	system	NOUN
cana-6243	20	11	may	may	AUX
cana-6243	20	12	pose	pose	VERB
cana-6243	20	13	significant	significant	ADJ
cana-6243	20	14	risks	risk	NOUN
cana-6243	20	15	if	if	SCONJ
cana-6243	20	16	not	not	PART
cana-6243	20	17	adequately	adequately	ADV
cana-6243	20	18	designed	design	VERB
cana-6243	20	19	for	for	ADP
cana-6243	20	20	seismic	seismic	ADJ
cana-6243	20	21	performance	performance	NOUN
cana-6243	20	22	.	.	PUNCT
cana-6243	21	1	this	this	DET
cana-6243	21	2	knowledge	knowledge	NOUN
cana-6243	21	3	gap	gap	NOUN
cana-6243	21	4	can	can	AUX
cana-6243	21	5	lead	lead	VERB
cana-6243	21	6	to	to	ADP
cana-6243	21	7	design	design	NOUN
cana-6243	21	8	choices	choice	NOUN
cana-6243	21	9	that	that	PRON
cana-6243	21	10	compromise	compromise	VERB
cana-6243	21	11	safety	safety	NOUN
cana-6243	21	12	or	or	CCONJ
cana-6243	21	13	structural	structural	ADJ
cana-6243	21	14	efficiency	efficiency	NOUN
cana-6243	21	15	.	.	PUNCT
cana-6243	22	1	conventional	conventional	ADJ
cana-6243	22	2	rc	rc	PROPN
cana-6243	22	3	buildings	building	NOUN
cana-6243	22	4	use	use	VERB
cana-6243	22	5	a	a	DET
cana-6243	22	6	system	system	NOUN
cana-6243	22	7	where	where	SCONJ
cana-6243	22	8	slabs	slab	NOUN
cana-6243	22	9	transfer	transfer	VERB
cana-6243	22	10	loads	load	NOUN
cana-6243	22	11	to	to	ADP
cana-6243	22	12	beams	beam	NOUN
cana-6243	22	13	,	,	PUNCT
cana-6243	22	14	which	which	PRON
cana-6243	22	15	in	in	ADP
cana-6243	22	16	turn	turn	NOUN
cana-6243	22	17	transfer	transfer	VERB
cana-6243	22	18	them	they	PRON
cana-6243	22	19	to	to	ADP
cana-6243	22	20	columns	column	NOUN
cana-6243	22	21	and	and	CCONJ
cana-6243	22	22	foundations	foundation	NOUN
cana-6243	22	23	,	,	PUNCT
cana-6243	22	24	providing	provide	VERB
cana-6243	22	25	significant	significant	ADJ
cana-6243	22	26	lateral	lateral	ADJ
cana-6243	22	27	stiffness	stiffness	NOUN
cana-6243	22	28	and	and	CCONJ
cana-6243	22	29	resistance	resistance	NOUN
cana-6243	22	30	against	against	ADP
cana-6243	22	31	seismic	seismic	ADJ
cana-6243	22	32	forces	force	NOUN
cana-6243	22	33	.	.	PUNCT
cana-6243	23	1	in	in	ADP
cana-6243	23	2	contrast	contrast	NOUN
cana-6243	23	3	,	,	PUNCT
cana-6243	23	4	flat	flat	ADJ
cana-6243	23	5	slab	slab	NOUN
cana-6243	23	6	systems	system	NOUN
cana-6243	23	7	eliminate	eliminate	VERB
cana-6243	23	8	beams	beam	NOUN
cana-6243	23	9	,	,	PUNCT
cana-6243	23	10	allowing	allow	VERB
cana-6243	23	11	slabs	slab	NOUN
cana-6243	23	12	to	to	PART
cana-6243	23	13	transfer	transfer	VERB
cana-6243	23	14	loads	load	NOUN
cana-6243	23	15	directly	directly	ADV
cana-6243	23	16	to	to	ADP
cana-6243	23	17	columns	column	NOUN
cana-6243	23	18	.	.	PUNCT
cana-6243	24	1	while	while	SCONJ
cana-6243	24	2	flat	flat	ADJ
cana-6243	24	3	slabs	slab	NOUN
cana-6243	24	4	offer	offer	VERB
cana-6243	24	5	advantages	advantage	NOUN
cana-6243	24	6	such	such	ADJ
cana-6243	24	7	as	as	ADP
cana-6243	24	8	reduced	reduce	VERB
cana-6243	24	9	story	story	NOUN
cana-6243	24	10	height	height	NOUN
cana-6243	24	11	,	,	PUNCT
cana-6243	24	12	ease	ease	NOUN
cana-6243	24	13	in	in	ADP
cana-6243	24	14	construction	construction	NOUN
cana-6243	24	15	,	,	PUNCT
cana-6243	24	16	and	and	CCONJ
cana-6243	24	17	flexibility	flexibility	NOUN
cana-6243	24	18	in	in	ADP
cana-6243	24	19	space	space	NOUN
cana-6243	24	20	planning	planning	NOUN
cana-6243	24	21	,	,	PUNCT
cana-6243	24	22	their	their	PRON
cana-6243	24	23	seismic	seismic	ADJ
cana-6243	24	24	performance	performance	NOUN
cana-6243	24	25	can	can	AUX
cana-6243	24	26	be	be	AUX
cana-6243	24	27	more	more	ADV
cana-6243	24	28	vulnerable	vulnerable	ADJ
cana-6243	24	29	due	due	ADP
cana-6243	24	30	to	to	ADP
cana-6243	24	31	lower	low	ADJ
cana-6243	24	32	lateral	lateral	ADJ
cana-6243	24	33	stiffness	stiffness	NOUN
cana-6243	24	34	and	and	CCONJ
cana-6243	24	35	higher	high	ADJ
cana-6243	24	36	susceptibility	susceptibility	NOUN
cana-6243	24	37	to	to	ADP
cana-6243	24	38	punching	punch	VERB
cana-6243	24	39	shear	shear	NOUN
cana-6243	24	40	failures	failure	NOUN
cana-6243	24	41	at	at	ADP
cana-6243	24	42	the	the	DET
cana-6243	24	43	slab	slab	NOUN
cana-6243	24	44	-	-	PUNCT
cana-6243	24	45	column	column	NOUN
cana-6243	24	46	junctions	junction	NOUN
cana-6243	24	47	.	.	PUNCT
cana-6243	25	1	there	there	PRON
cana-6243	25	2	remains	remain	VERB
cana-6243	25	3	a	a	DET
cana-6243	25	4	lack	lack	NOUN
cana-6243	25	5	of	of	ADP
cana-6243	25	6	comprehensive	comprehensive	ADJ
cana-6243	25	7	comparative	comparative	ADJ
cana-6243	25	8	studies	study	NOUN
cana-6243	25	9	that	that	PRON
cana-6243	25	10	evaluate	evaluate	VERB
cana-6243	25	11	the	the	DET
cana-6243	25	12	seismic	seismic	ADJ
cana-6243	25	13	response	response	NOUN
cana-6243	25	14	of	of	ADP
cana-6243	25	15	these	these	DET
cana-6243	25	16	two	two	NUM
cana-6243	25	17	systems	system	NOUN
cana-6243	25	18	under	under	ADP
cana-6243	25	19	equivalent	equivalent	ADJ
cana-6243	25	20	loading	loading	NOUN
cana-6243	25	21	conditions	condition	NOUN
cana-6243	25	22	.	.	PUNCT
cana-6243	26	1	the	the	DET
cana-6243	26	2	primary	primary	ADJ
cana-6243	26	3	aim	aim	NOUN
cana-6243	26	4	of	of	ADP
cana-6243	26	5	this	this	DET
cana-6243	26	6	case	case	NOUN
cana-6243	26	7	study	study	NOUN
cana-6243	26	8	is	be	AUX
cana-6243	26	9	to	to	PART
cana-6243	26	10	evaluate	evaluate	VERB
cana-6243	26	11	the	the	DET
cana-6243	26	12	seismic	seismic	ADJ
cana-6243	26	13	performance	performance	NOUN
cana-6243	26	14	of	of	ADP
cana-6243	26	15	an	an	DET
cana-6243	26	16	rc	rc	PROPN
cana-6243	26	17	slab	slab	NOUN
cana-6243	26	18	located	locate	VERB
cana-6243	26	19	in	in	ADP
cana-6243	26	20	seismic	seismic	ADJ
cana-6243	26	21	zone	zone	PROPN
cana-6243	26	22	ii	ii	PROPN
cana-6243	26	23	using	use	VERB
cana-6243	26	24	etabs	etab	NOUN
cana-6243	26	25	.	.	PUNCT
cana-6243	27	1	the	the	DET
cana-6243	27	2	key	key	ADJ
cana-6243	27	3	objectives	objective	NOUN
cana-6243	27	4	are	be	AUX
cana-6243	27	5	:	:	PUNCT
cana-6243	27	6	to	to	PART
cana-6243	27	7	develop	develop	VERB
cana-6243	27	8	detailed	detailed	ADJ
cana-6243	27	9	etabs	etab	NOUN
cana-6243	27	10	models	model	NOUN
cana-6243	27	11	of	of	ADP
cana-6243	27	12	a	a	DET
cana-6243	27	13	g+15	g+15	NOUN
cana-6243	27	14	-	-	PUNCT
cana-6243	27	15	storeyed	storeye	VERB
cana-6243	27	16	rc	rc	PROPN
cana-6243	27	17	building	building	NOUN
cana-6243	27	18	incorporating	incorporate	VERB
cana-6243	27	19	conventional	conventional	ADJ
cana-6243	27	20	slab	slab	NOUN
cana-6243	27	21	-	-	PUNCT
cana-6243	27	22	beam	beam	NOUN
cana-6243	27	23	-	-	PUNCT
cana-6243	27	24	column	column	NOUN
cana-6243	27	25	and	and	CCONJ
cana-6243	27	26	flat	flat	ADJ
cana-6243	27	27	slab	slab	NOUN
cana-6243	27	28	with	with	ADP
cana-6243	27	29	drop	drop	NOUN
cana-6243	27	30	panels	panel	NOUN
cana-6243	27	31	systems.to	systems.to	PRON
cana-6243	27	32	conduct	conduct	VERB
cana-6243	27	33	seismic	seismic	ADJ
cana-6243	27	34	response	response	NOUN
cana-6243	27	35	analysis	analysis	NOUN
cana-6243	27	36	in	in	ADP
cana-6243	27	37	compliance	compliance	NOUN
cana-6243	27	38	with	with	ADP
cana-6243	27	39	is	be	AUX
cana-6243	27	40	1893	1893	NUM
cana-6243	27	41	(	(	PUNCT
cana-6243	27	42	part	part	NOUN
cana-6243	27	43	1	1	NUM
cana-6243	27	44	):	):	PUNCT
cana-6243	27	45	2016	2016	NUM
cana-6243	27	46	for	for	ADP
cana-6243	27	47	zone	zone	NOUN
cana-6243	27	48	ii	ii	PROPN
cana-6243	27	49	seismic	seismic	ADJ
cana-6243	27	50	zone	zone	NOUN
cana-6243	27	51	and	and	CCONJ
cana-6243	27	52	medium	medium	ADJ
cana-6243	27	53	soil	soil	NOUN
cana-6243	27	54	conditions.to	conditions.to	PRON
cana-6243	27	55	extract	extract	VERB
cana-6243	27	56	and	and	CCONJ
cana-6243	27	57	compare	compare	VERB
cana-6243	27	58	structural	structural	ADJ
cana-6243	27	59	response	response	NOUN
cana-6243	27	60	parameters	parameter	NOUN
cana-6243	27	61	including	include	VERB
cana-6243	27	62	storey	storey	NOUN
cana-6243	27	63	displacement	displacement	NOUN
cana-6243	27	64	,	,	PUNCT
cana-6243	27	65	storey	storey	NOUN
cana-6243	27	66	drift	drift	NOUN
cana-6243	27	67	,	,	PUNCT
cana-6243	27	68	base	base	ADJ
cana-6243	27	69	shear	shear	NOUN
cana-6243	27	70	,	,	PUNCT
cana-6243	27	71	storey	storey	NOUN
cana-6243	27	72	shear	shear	NOUN
cana-6243	27	73	,	,	PUNCT
cana-6243	27	74	and	and	CCONJ
cana-6243	27	75	fundamental	fundamental	ADJ
cana-6243	27	76	time	time	NOUN
cana-6243	27	77	period	period	NOUN
cana-6243	27	78	for	for	ADP
cana-6243	27	79	both	both	DET
cana-6243	27	80	slab	slab	NOUN
cana-6243	27	81	systems	system	NOUN
cana-6243	27	82	.	.	PUNCT
cana-6243	28	1	to	to	PART
cana-6243	28	2	evaluate	evaluate	VERB
cana-6243	28	3	the	the	DET
cana-6243	28	4	influence	influence	NOUN
cana-6243	28	5	of	of	ADP
cana-6243	28	6	slab	slab	NOUN
cana-6243	28	7	system	system	NOUN
cana-6243	28	8	choice	choice	NOUN
cana-6243	28	9	on	on	ADP
cana-6243	28	10	the	the	DET
cana-6243	28	11	lateral	lateral	ADJ
cana-6243	28	12	stiffness	stiffness	NOUN
cana-6243	28	13	and	and	CCONJ
cana-6243	28	14	dynamic	dynamic	ADJ
cana-6243	28	15	behaviour	behaviour	NOUN
cana-6243	28	16	of	of	ADP
cana-6243	28	17	multi	multi	ADJ
cana-6243	28	18	-	-	ADJ
cana-6243	28	19	storeyed	storeyed	ADJ
cana-6243	28	20	rc	rc	NOUN
cana-6243	28	21	buildings	building	NOUN
cana-6243	28	22	under	under	ADP
cana-6243	28	23	seismic	seismic	ADJ
cana-6243	28	24	loading	loading	NOUN
cana-6243	28	25	.	.	PUNCT
cana-6243	29	1	to	to	PART
cana-6243	29	2	investigate	investigate	VERB
cana-6243	29	3	necessary	necessary	ADJ
cana-6243	29	4	design	design	NOUN
cana-6243	29	5	modifications	modification	NOUN
cana-6243	29	6	for	for	ADP
cana-6243	29	7	flat	flat	ADJ
cana-6243	29	8	slab	slab	NOUN
cana-6243	29	9	systems	system	NOUN
cana-6243	29	10	to	to	PART
cana-6243	29	11	meet	meet	VERB
cana-6243	29	12	seismic	seismic	ADJ
cana-6243	29	13	performance	performance	NOUN
cana-6243	29	14	criteria	criterion	NOUN
cana-6243	29	15	.	.	PUNCT
cana-6243	30	1	to	to	PART
cana-6243	30	2	provide	provide	VERB
cana-6243	30	3	data	datum	NOUN
cana-6243	30	4	-	-	PUNCT
cana-6243	30	5	driven	drive	VERB
cana-6243	30	6	guidance	guidance	NOUN
cana-6243	30	7	for	for	ADP
cana-6243	30	8	structural	structural	ADJ
cana-6243	30	9	engineers	engineer	NOUN
cana-6243	30	10	on	on	ADP
cana-6243	30	11	slab	slab	NOUN
cana-6243	30	12	system	system	NOUN
cana-6243	30	13	selection	selection	NOUN
cana-6243	30	14	balancing	balance	VERB
cana-6243	30	15	seismic	seismic	ADJ
cana-6243	30	16	resilience	resilience	NOUN
cana-6243	30	17	,	,	PUNCT
cana-6243	30	18	architectural	architectural	ADJ
cana-6243	30	19	needs	need	NOUN
cana-6243	30	20	,	,	PUNCT
cana-6243	30	21	and	and	CCONJ
cana-6243	30	22	economic	economic	ADJ
cana-6243	30	23	viability	viability	NOUN
cana-6243	30	24	.	.	PUNCT
cana-6243	31	1	communications	communication	NOUN
cana-6243	31	2	on	on	ADP
cana-6243	31	3	applied	apply	VERB
cana-6243	31	4	nonlinear	nonlinear	ADJ
cana-6243	31	5	analysis	analysis	NOUN
cana-6243	31	6	issn	issn	NOUN
cana-6243	31	7	:	:	PUNCT
cana-6243	31	8	1074	1074	NUM
cana-6243	31	9	-	-	PUNCT
cana-6243	31	10	133x	133x	NUM
cana-6243	31	11	vol	vol	NOUN
cana-6243	31	12	32	32	NUM
cana-6243	31	13	no	no	NOUN
cana-6243	31	14	.	.	PUNCT
cana-6243	32	1	2s	2s	NUM
cana-6243	32	2	(	(	PUNCT
cana-6243	32	3	2025	2025	NUM
cana-6243	32	4	)	)	PUNCT
cana-6243	32	5	629	629	NUM
cana-6243	32	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6243	32	7	2	2	X
cana-6243	32	8	.	.	X
cana-6243	32	9	literature	literature	PROPN
cana-6243	32	10	review	review	PROPN
cana-6243	32	11	patel	patel	PROPN
cana-6243	32	12	and	and	CCONJ
cana-6243	32	13	patel	patel	PROPN
cana-6243	32	14	presented	present	VERB
cana-6243	32	15	a	a	DET
cana-6243	32	16	detailed	detailed	ADJ
cana-6243	32	17	comparison	comparison	NOUN
cana-6243	32	18	of	of	ADP
cana-6243	32	19	rc	rc	PROPN
cana-6243	32	20	framed	frame	VERB
cana-6243	32	21	structures	structure	NOUN
cana-6243	32	22	using	use	VERB
cana-6243	32	23	conventional	conventional	ADJ
cana-6243	32	24	beam	beam	NOUN
cana-6243	32	25	-	-	PUNCT
cana-6243	32	26	slab	slab	NOUN
cana-6243	32	27	and	and	CCONJ
cana-6243	32	28	flat	flat	ADJ
cana-6243	32	29	slab	slab	NOUN
cana-6243	32	30	systems	system	NOUN
cana-6243	32	31	.	.	PUNCT
cana-6243	33	1	a	a	DET
cana-6243	33	2	g+10	g+10	NOUN
cana-6243	33	3	-	-	PUNCT
cana-6243	33	4	storey	storey	NOUN
cana-6243	33	5	building	building	NOUN
cana-6243	33	6	was	be	AUX
cana-6243	33	7	modelled	model	VERB
cana-6243	33	8	in	in	ADP
cana-6243	33	9	etabs	etab	NOUN
cana-6243	33	10	software	software	NOUN
cana-6243	33	11	using	use	VERB
cana-6243	33	12	identical	identical	ADJ
cana-6243	33	13	geometrical	geometrical	ADJ
cana-6243	33	14	and	and	CCONJ
cana-6243	33	15	material	material	NOUN
cana-6243	33	16	properties	property	NOUN
cana-6243	33	17	.	.	PUNCT
cana-6243	34	1	the	the	DET
cana-6243	34	2	seismic	seismic	ADJ
cana-6243	34	3	analysis	analysis	NOUN
cana-6243	34	4	was	be	AUX
cana-6243	34	5	performed	perform	VERB
cana-6243	34	6	as	as	ADP
cana-6243	34	7	per	per	ADP
cana-6243	34	8	is	be	AUX
cana-6243	34	9	1893:2002	1893:2002	NUM
cana-6243	34	10	.	.	PUNCT
cana-6243	35	1	the	the	DET
cana-6243	35	2	study	study	NOUN
cana-6243	35	3	revealed	reveal	VERB
cana-6243	35	4	that	that	SCONJ
cana-6243	35	5	the	the	DET
cana-6243	35	6	structure	structure	NOUN
cana-6243	35	7	with	with	ADP
cana-6243	35	8	conventional	conventional	ADJ
cana-6243	35	9	slabs	slab	NOUN
cana-6243	35	10	exhibited	exhibit	VERB
cana-6243	35	11	reduced	reduce	VERB
cana-6243	35	12	storey	storey	NOUN
cana-6243	35	13	displacement	displacement	NOUN
cana-6243	35	14	and	and	CCONJ
cana-6243	35	15	inter	inter	ADJ
cana-6243	35	16	-	-	NOUN
cana-6243	35	17	storey	storey	NOUN
cana-6243	35	18	drift	drift	NOUN
cana-6243	35	19	as	as	SCONJ
cana-6243	35	20	compared	compare	VERB
cana-6243	35	21	to	to	ADP
cana-6243	35	22	the	the	DET
cana-6243	35	23	flat	flat	ADJ
cana-6243	35	24	slab	slab	NOUN
cana-6243	35	25	model	model	NOUN
cana-6243	35	26	.	.	PUNCT
cana-6243	36	1	this	this	PRON
cana-6243	36	2	was	be	AUX
cana-6243	36	3	primarily	primarily	ADV
cana-6243	36	4	due	due	ADJ
cana-6243	36	5	to	to	ADP
cana-6243	36	6	the	the	DET
cana-6243	36	7	additional	additional	ADJ
cana-6243	36	8	stiffness	stiffness	NOUN
cana-6243	36	9	provided	provide	VERB
cana-6243	36	10	by	by	ADP
cana-6243	36	11	beams	beam	NOUN
cana-6243	36	12	,	,	PUNCT
cana-6243	36	13	which	which	PRON
cana-6243	36	14	form	form	VERB
cana-6243	36	15	a	a	DET
cana-6243	36	16	continuous	continuous	ADJ
cana-6243	36	17	rigid	rigid	ADJ
cana-6243	36	18	frame	frame	NOUN
cana-6243	36	19	with	with	ADP
cana-6243	36	20	columns	column	NOUN
cana-6243	36	21	,	,	PUNCT
cana-6243	36	22	thereby	thereby	ADV
cana-6243	36	23	enhancing	enhance	VERB
cana-6243	36	24	resistance	resistance	NOUN
cana-6243	36	25	to	to	ADP
cana-6243	36	26	lateral	lateral	ADJ
cana-6243	36	27	forces	force	NOUN
cana-6243	36	28	.	.	PUNCT
cana-6243	37	1	the	the	DET
cana-6243	37	2	inclusion	inclusion	NOUN
cana-6243	37	3	of	of	ADP
cana-6243	37	4	beams	beam	NOUN
cana-6243	37	5	in	in	ADP
cana-6243	37	6	conventional	conventional	ADJ
cana-6243	37	7	slabs	slab	NOUN
cana-6243	37	8	contributes	contribute	VERB
cana-6243	37	9	significantly	significantly	ADV
cana-6243	37	10	to	to	ADP
cana-6243	37	11	lateral	lateral	ADJ
cana-6243	37	12	stiffness	stiffness	NOUN
cana-6243	37	13	and	and	CCONJ
cana-6243	37	14	overall	overall	ADJ
cana-6243	37	15	seismic	seismic	ADJ
cana-6243	37	16	performance	performance	NOUN
cana-6243	37	17	.	.	PUNCT
cana-6243	38	1	desai	desai	PROPN
cana-6243	38	2	et	et	PROPN
cana-6243	38	3	al	al	PROPN
cana-6243	38	4	investigated	investigate	VERB
cana-6243	38	5	the	the	DET
cana-6243	38	6	behaviour	behaviour	NOUN
cana-6243	38	7	of	of	ADP
cana-6243	38	8	flat	flat	ADJ
cana-6243	38	9	slab	slab	NOUN
cana-6243	38	10	structures	structure	NOUN
cana-6243	38	11	from	from	ADP
cana-6243	38	12	a	a	DET
cana-6243	38	13	design	design	NOUN
cana-6243	38	14	perspective	perspective	NOUN
cana-6243	38	15	using	use	VERB
cana-6243	38	16	various	various	ADJ
cana-6243	38	17	international	international	ADJ
cana-6243	38	18	codes	code	NOUN
cana-6243	38	19	,	,	PUNCT
cana-6243	38	20	including	include	VERB
cana-6243	38	21	is	be	AUX
cana-6243	38	22	456	456	NUM
cana-6243	38	23	,	,	PUNCT
cana-6243	38	24	aci	aci	PROPN
cana-6243	38	25	318	318	NUM
cana-6243	38	26	,	,	PUNCT
cana-6243	38	27	and	and	CCONJ
cana-6243	38	28	bs	bs	PROPN
cana-6243	38	29	8110	8110	NUM
cana-6243	38	30	.	.	PUNCT
cana-6243	39	1	the	the	DET
cana-6243	39	2	focus	focus	NOUN
cana-6243	39	3	was	be	AUX
cana-6243	39	4	on	on	ADP
cana-6243	39	5	the	the	DET
cana-6243	39	6	design	design	NOUN
cana-6243	39	7	and	and	CCONJ
cana-6243	39	8	checking	checking	NOUN
cana-6243	39	9	of	of	ADP
cana-6243	39	10	flat	flat	ADJ
cana-6243	39	11	slabs	slab	NOUN
cana-6243	39	12	against	against	ADP
cana-6243	39	13	punching	punching	NOUN
cana-6243	39	14	shear	shear	NOUN
cana-6243	39	15	and	and	CCONJ
cana-6243	39	16	deflection	deflection	NOUN
cana-6243	39	17	limits	limit	NOUN
cana-6243	39	18	.	.	PUNCT
cana-6243	40	1	the	the	DET
cana-6243	40	2	authors	author	NOUN
cana-6243	40	3	found	find	VERB
cana-6243	40	4	that	that	SCONJ
cana-6243	40	5	while	while	SCONJ
cana-6243	40	6	flat	flat	ADJ
cana-6243	40	7	slabs	slab	NOUN
cana-6243	40	8	provide	provide	VERB
cana-6243	40	9	ease	ease	NOUN
cana-6243	40	10	in	in	ADP
cana-6243	40	11	construction	construction	NOUN
cana-6243	40	12	and	and	CCONJ
cana-6243	40	13	flexible	flexible	ADJ
cana-6243	40	14	interior	interior	ADJ
cana-6243	40	15	space	space	NOUN
cana-6243	40	16	,	,	PUNCT
cana-6243	40	17	they	they	PRON
cana-6243	40	18	are	be	AUX
cana-6243	40	19	vulnerable	vulnerable	ADJ
cana-6243	40	20	to	to	ADP
cana-6243	40	21	punching	punch	VERB
cana-6243	40	22	failure	failure	NOUN
cana-6243	40	23	at	at	ADP
cana-6243	40	24	column	column	NOUN
cana-6243	40	25	-	-	PUNCT
cana-6243	40	26	slab	slab	NOUN
cana-6243	40	27	junctions	junction	NOUN
cana-6243	40	28	,	,	PUNCT
cana-6243	40	29	especially	especially	ADV
cana-6243	40	30	under	under	ADP
cana-6243	40	31	lateral	lateral	ADJ
cana-6243	40	32	loads	load	NOUN
cana-6243	40	33	.	.	PUNCT
cana-6243	41	1	the	the	DET
cana-6243	41	2	study	study	NOUN
cana-6243	41	3	emphasized	emphasize	VERB
cana-6243	41	4	the	the	DET
cana-6243	41	5	necessity	necessity	NOUN
cana-6243	41	6	of	of	ADP
cana-6243	41	7	using	use	VERB
cana-6243	41	8	drop	drop	NOUN
cana-6243	41	9	panels	panel	NOUN
cana-6243	41	10	and	and	CCONJ
cana-6243	41	11	column	column	NOUN
cana-6243	41	12	capitals	capital	NOUN
cana-6243	41	13	to	to	PART
cana-6243	41	14	improve	improve	VERB
cana-6243	41	15	shear	shear	NOUN
cana-6243	41	16	strength	strength	NOUN
cana-6243	41	17	.	.	PUNCT
cana-6243	42	1	flat	flat	ADJ
cana-6243	42	2	slab	slab	NOUN
cana-6243	42	3	systems	system	NOUN
cana-6243	42	4	require	require	VERB
cana-6243	42	5	enhanced	enhanced	ADJ
cana-6243	42	6	detailing	detailing	NOUN
cana-6243	42	7	and	and	CCONJ
cana-6243	42	8	reinforcement	reinforcement	NOUN
cana-6243	42	9	at	at	ADP
cana-6243	42	10	column	column	NOUN
cana-6243	42	11	connections	connection	NOUN
cana-6243	42	12	to	to	PART
cana-6243	42	13	meet	meet	VERB
cana-6243	42	14	seismic	seismic	ADJ
cana-6243	42	15	safety	safety	NOUN
cana-6243	42	16	requirements	requirement	NOUN
cana-6243	42	17	.	.	PUNCT
cana-6243	43	1	sangeetha	sangeetha	PROPN
cana-6243	43	2	and	and	CCONJ
cana-6243	43	3	maheswari	maheswari	PROPN
cana-6243	43	4	developed	develop	VERB
cana-6243	43	5	analytical	analytical	ADJ
cana-6243	43	6	study	study	NOUN
cana-6243	43	7	;	;	PUNCT
cana-6243	43	8	the	the	DET
cana-6243	43	9	authors	author	NOUN
cana-6243	43	10	compared	compare	VERB
cana-6243	43	11	the	the	DET
cana-6243	43	12	seismic	seismic	ADJ
cana-6243	43	13	response	response	NOUN
cana-6243	43	14	of	of	ADP
cana-6243	43	15	a	a	DET
cana-6243	43	16	g+12	g+12	X
cana-6243	43	17	-	-	PUNCT
cana-6243	43	18	storeyed	storeye	VERB
cana-6243	43	19	rc	rc	NOUN
cana-6243	43	20	structure	structure	NOUN
cana-6243	43	21	using	use	VERB
cana-6243	43	22	both	both	CCONJ
cana-6243	43	23	flat	flat	ADJ
cana-6243	43	24	slab	slab	NOUN
cana-6243	43	25	and	and	CCONJ
cana-6243	43	26	conventional	conventional	ADJ
cana-6243	43	27	slab	slab	NOUN
cana-6243	43	28	systems	system	NOUN
cana-6243	43	29	.	.	PUNCT
cana-6243	44	1	parameters	parameter	NOUN
cana-6243	44	2	such	such	ADJ
cana-6243	44	3	as	as	ADP
cana-6243	44	4	base	base	ADJ
cana-6243	44	5	shear	shear	NOUN
cana-6243	44	6	,	,	PUNCT
cana-6243	44	7	storey	storey	NOUN
cana-6243	44	8	drift	drift	NOUN
cana-6243	44	9	,	,	PUNCT
cana-6243	44	10	displacement	displacement	NOUN
cana-6243	44	11	,	,	PUNCT
cana-6243	44	12	and	and	CCONJ
cana-6243	44	13	time	time	NOUN
cana-6243	44	14	period	period	NOUN
cana-6243	44	15	were	be	AUX
cana-6243	44	16	evaluated	evaluate	VERB
cana-6243	44	17	.	.	PUNCT
cana-6243	45	1	the	the	DET
cana-6243	45	2	study	study	NOUN
cana-6243	45	3	revealed	reveal	VERB
cana-6243	45	4	that	that	SCONJ
cana-6243	45	5	buildings	building	NOUN
cana-6243	45	6	with	with	ADP
cana-6243	45	7	flat	flat	ADJ
cana-6243	45	8	slabs	slab	NOUN
cana-6243	45	9	showed	show	VERB
cana-6243	45	10	increased	increase	VERB
cana-6243	45	11	lateral	lateral	ADJ
cana-6243	45	12	displacement	displacement	NOUN
cana-6243	45	13	and	and	CCONJ
cana-6243	45	14	time	time	NOUN
cana-6243	45	15	periods	period	NOUN
cana-6243	45	16	due	due	ADJ
cana-6243	45	17	to	to	ADP
cana-6243	45	18	the	the	DET
cana-6243	45	19	lack	lack	NOUN
cana-6243	45	20	of	of	ADP
cana-6243	45	21	beams	beam	NOUN
cana-6243	45	22	,	,	PUNCT
cana-6243	45	23	which	which	PRON
cana-6243	45	24	resulted	result	VERB
cana-6243	45	25	in	in	ADP
cana-6243	45	26	decreased	decrease	VERB
cana-6243	45	27	lateral	lateral	ADJ
cana-6243	45	28	stiffness	stiffness	NOUN
cana-6243	45	29	.	.	PUNCT
cana-6243	46	1	although	although	SCONJ
cana-6243	46	2	flat	flat	ADJ
cana-6243	46	3	slabs	slab	NOUN
cana-6243	46	4	facilitated	facilitate	VERB
cana-6243	46	5	faster	fast	ADJ
cana-6243	46	6	construction	construction	NOUN
cana-6243	46	7	and	and	CCONJ
cana-6243	46	8	reduced	reduce	VERB
cana-6243	46	9	floor	floor	NOUN
cana-6243	46	10	height	height	NOUN
cana-6243	46	11	,	,	PUNCT
cana-6243	46	12	they	they	PRON
cana-6243	46	13	performed	perform	VERB
cana-6243	46	14	poorly	poorly	ADV
cana-6243	46	15	under	under	ADP
cana-6243	46	16	seismic	seismic	ADJ
cana-6243	46	17	loading	loading	NOUN
cana-6243	46	18	unless	unless	SCONJ
cana-6243	46	19	supplemented	supplement	VERB
cana-6243	46	20	with	with	ADP
cana-6243	46	21	drop	drop	NOUN
cana-6243	46	22	panels	panel	NOUN
cana-6243	46	23	and	and	CCONJ
cana-6243	46	24	shear	shear	NOUN
cana-6243	46	25	reinforcement.flat	reinforcement.flat	PROPN
cana-6243	46	26	slab	slab	NOUN
cana-6243	46	27	systems	system	NOUN
cana-6243	46	28	,	,	PUNCT
cana-6243	46	29	while	while	SCONJ
cana-6243	46	30	architecturally	architecturally	ADV
cana-6243	46	31	advantageous	advantageous	ADJ
cana-6243	46	32	,	,	PUNCT
cana-6243	46	33	are	be	AUX
cana-6243	46	34	structurally	structurally	ADV
cana-6243	46	35	less	less	ADV
cana-6243	46	36	efficient	efficient	ADJ
cana-6243	46	37	under	under	ADP
cana-6243	46	38	seismic	seismic	ADJ
cana-6243	46	39	forces	force	NOUN
cana-6243	46	40	and	and	CCONJ
cana-6243	46	41	require	require	VERB
cana-6243	46	42	careful	careful	ADJ
cana-6243	46	43	design	design	NOUN
cana-6243	46	44	.	.	PUNCT
cana-6243	47	1	kadam	kadam	PROPN
cana-6243	47	2	and	and	CCONJ
cana-6243	47	3	kumbhar	kumbhar	PROPN
cana-6243	47	4	studied	study	VERB
cana-6243	47	5	the	the	DET
cana-6243	47	6	seismic	seismic	ADJ
cana-6243	47	7	performance	performance	NOUN
cana-6243	47	8	of	of	ADP
cana-6243	47	9	flat	flat	ADJ
cana-6243	47	10	slab	slab	NOUN
cana-6243	47	11	and	and	CCONJ
cana-6243	47	12	conventional	conventional	ADJ
cana-6243	47	13	slabstructures.the	slabstructures.the	DET
cana-6243	47	14	authors	author	NOUN
cana-6243	47	15	analysed	analyse	VERB
cana-6243	47	16	two	two	NUM
cana-6243	47	17	different	different	ADJ
cana-6243	47	18	building	building	NOUN
cana-6243	47	19	configurations	configuration	NOUN
cana-6243	47	20	(	(	PUNCT
cana-6243	47	21	g+12	g+12	X
cana-6243	47	22	rc	rc	PROPN
cana-6243	47	23	buildings	building	NOUN
cana-6243	47	24	)	)	PUNCT
cana-6243	47	25	with	with	ADP
cana-6243	47	26	flat	flat	ADJ
cana-6243	47	27	slabs	slab	NOUN
cana-6243	47	28	and	and	CCONJ
cana-6243	47	29	conventional	conventional	ADJ
cana-6243	47	30	slab	slab	NOUN
cana-6243	47	31	-	-	PUNCT
cana-6243	47	32	beam	beam	NOUN
cana-6243	47	33	arrangements	arrangement	NOUN
cana-6243	47	34	using	use	VERB
cana-6243	47	35	response	response	NOUN
cana-6243	47	36	spectrum	spectrum	NOUN
cana-6243	47	37	analysis	analysis	NOUN
cana-6243	47	38	.	.	PUNCT
cana-6243	48	1	the	the	DET
cana-6243	48	2	study	study	NOUN
cana-6243	48	3	noted	note	VERB
cana-6243	48	4	that	that	SCONJ
cana-6243	48	5	flat	flat	ADJ
cana-6243	48	6	slab	slab	NOUN
cana-6243	48	7	buildings	building	NOUN
cana-6243	48	8	exhibited	exhibit	VERB
cana-6243	48	9	a	a	DET
cana-6243	48	10	higher	high	ADJ
cana-6243	48	11	fundamental	fundamental	ADJ
cana-6243	48	12	time	time	NOUN
cana-6243	48	13	period	period	NOUN
cana-6243	48	14	and	and	CCONJ
cana-6243	48	15	lateral	lateral	ADJ
cana-6243	48	16	displacement	displacement	NOUN
cana-6243	48	17	due	due	ADP
cana-6243	48	18	to	to	ADP
cana-6243	48	19	the	the	DET
cana-6243	48	20	absence	absence	NOUN
cana-6243	48	21	of	of	ADP
cana-6243	48	22	beams	beam	NOUN
cana-6243	48	23	.	.	PUNCT
cana-6243	49	1	however	however	ADV
cana-6243	49	2	,	,	PUNCT
cana-6243	49	3	when	when	SCONJ
cana-6243	49	4	drop	drop	VERB
cana-6243	49	5	panels	panel	NOUN
cana-6243	49	6	and	and	CCONJ
cana-6243	49	7	column	column	NOUN
cana-6243	49	8	capitals	capital	NOUN
cana-6243	49	9	were	be	AUX
cana-6243	49	10	included	include	VERB
cana-6243	49	11	,	,	PUNCT
cana-6243	49	12	the	the	DET
cana-6243	49	13	performance	performance	NOUN
cana-6243	49	14	improved	improve	VERB
cana-6243	49	15	notably	notably	ADV
cana-6243	49	16	.	.	PUNCT
cana-6243	50	1	it	it	PRON
cana-6243	50	2	was	be	AUX
cana-6243	50	3	concluded	conclude	VERB
cana-6243	50	4	that	that	SCONJ
cana-6243	50	5	flat	flat	ADJ
cana-6243	50	6	slabs	slab	NOUN
cana-6243	50	7	can	can	AUX
cana-6243	50	8	be	be	AUX
cana-6243	50	9	adopted	adopt	VERB
cana-6243	50	10	in	in	ADP
cana-6243	50	11	seismic	seismic	ADJ
cana-6243	50	12	regions	region	NOUN
cana-6243	50	13	with	with	ADP
cana-6243	50	14	proper	proper	ADJ
cana-6243	50	15	structural	structural	ADJ
cana-6243	50	16	measures	measure	NOUN
cana-6243	50	17	such	such	ADJ
cana-6243	50	18	as	as	ADP
cana-6243	50	19	increased	increase	VERB
cana-6243	50	20	slab	slab	NOUN
cana-6243	50	21	thickness	thickness	NOUN
cana-6243	50	22	and	and	CCONJ
cana-6243	50	23	strong	strong	ADJ
cana-6243	50	24	column	column	NOUN
cana-6243	50	25	reinforcement.the	reinforcement.the	DET
cana-6243	50	26	structural	structural	ADJ
cana-6243	50	27	performance	performance	NOUN
cana-6243	50	28	of	of	ADP
cana-6243	50	29	flat	flat	ADJ
cana-6243	50	30	slabs	slab	NOUN
cana-6243	50	31	under	under	ADP
cana-6243	50	32	seismic	seismic	ADJ
cana-6243	50	33	loading	loading	NOUN
cana-6243	50	34	can	can	AUX
cana-6243	50	35	be	be	AUX
cana-6243	50	36	significantly	significantly	ADV
cana-6243	50	37	improved	improve	VERB
cana-6243	50	38	by	by	ADP
cana-6243	50	39	design	design	NOUN
cana-6243	50	40	enhancements	enhancement	NOUN
cana-6243	50	41	,	,	PUNCT
cana-6243	50	42	though	though	SCONJ
cana-6243	50	43	conventional	conventional	ADJ
cana-6243	50	44	slabs	slab	NOUN
cana-6243	50	45	still	still	ADV
cana-6243	50	46	perform	perform	VERB
cana-6243	50	47	better	well	ADJ
cana-6243	50	48	overall	overall	ADJ
cana-6243	50	49	.	.	PUNCT
cana-6243	51	1	mehta	mehta	PROPN
cana-6243	51	2	and	and	CCONJ
cana-6243	51	3	bhavsar	bhavsar	PROPN
cana-6243	51	4	examined	examine	VERB
cana-6243	51	5	the	the	DET
cana-6243	51	6	performance	performance	NOUN
cana-6243	51	7	of	of	ADP
cana-6243	51	8	flat	flat	ADJ
cana-6243	51	9	slab	slab	NOUN
cana-6243	51	10	and	and	CCONJ
cana-6243	51	11	conventional	conventional	ADJ
cana-6243	51	12	slab	slab	NOUN
cana-6243	51	13	structures	structure	NOUN
cana-6243	51	14	across	across	ADP
cana-6243	51	15	different	different	ADJ
cana-6243	51	16	seismic	seismic	ADJ
cana-6243	51	17	zones	zone	NOUN
cana-6243	51	18	in	in	ADP
cana-6243	51	19	india	india	PROPN
cana-6243	51	20	.	.	PUNCT
cana-6243	52	1	the	the	DET
cana-6243	52	2	authors	author	NOUN
cana-6243	52	3	modeled	model	VERB
cana-6243	52	4	g+10	g+10	NOUN
cana-6243	52	5	storeyed	storeyed	ADJ
cana-6243	52	6	buildings	building	NOUN
cana-6243	52	7	in	in	ADP
cana-6243	52	8	etabs	etab	NOUN
cana-6243	52	9	and	and	CCONJ
cana-6243	52	10	evaluated	evaluate	VERB
cana-6243	52	11	structural	structural	ADJ
cana-6243	52	12	parameters	parameter	NOUN
cana-6243	52	13	like	like	ADP
cana-6243	52	14	base	base	NOUN
cana-6243	52	15	shear	shear	NOUN
cana-6243	52	16	,	,	PUNCT
cana-6243	52	17	storey	storey	NOUN
cana-6243	52	18	drift	drift	NOUN
cana-6243	52	19	,	,	PUNCT
cana-6243	52	20	and	and	CCONJ
cana-6243	52	21	lateral	lateral	ADJ
cana-6243	52	22	displacement	displacement	NOUN
cana-6243	52	23	.	.	PUNCT
cana-6243	53	1	the	the	DET
cana-6243	53	2	results	result	NOUN
cana-6243	53	3	indicated	indicate	VERB
cana-6243	53	4	that	that	SCONJ
cana-6243	53	5	conventional	conventional	ADJ
cana-6243	53	6	slabs	slab	NOUN
cana-6243	53	7	perform	perform	VERB
cana-6243	53	8	better	well	ADV
cana-6243	53	9	in	in	ADP
cana-6243	53	10	higher	high	ADJ
cana-6243	53	11	seismic	seismic	ADJ
cana-6243	53	12	zones	zone	NOUN
cana-6243	53	13	due	due	ADP
cana-6243	53	14	to	to	ADP
cana-6243	53	15	the	the	DET
cana-6243	53	16	added	add	VERB
cana-6243	53	17	stiffness	stiffness	NOUN
cana-6243	53	18	provided	provide	VERB
cana-6243	53	19	communications	communication	NOUN
cana-6243	53	20	on	on	ADP
cana-6243	53	21	applied	apply	VERB
cana-6243	53	22	nonlinear	nonlinear	ADJ
cana-6243	53	23	analysis	analysis	NOUN
cana-6243	53	24	issn	issn	NOUN
cana-6243	53	25	:	:	PUNCT
cana-6243	53	26	1074	1074	NUM
cana-6243	53	27	-	-	PUNCT
cana-6243	53	28	133x	133x	NUM
cana-6243	53	29	vol	vol	NOUN
cana-6243	53	30	32	32	NUM
cana-6243	53	31	no	no	NOUN
cana-6243	53	32	.	.	PUNCT
cana-6243	54	1	2s	2s	NUM
cana-6243	54	2	(	(	PUNCT
cana-6243	54	3	2025	2025	NUM
cana-6243	54	4	)	)	PUNCT
cana-6243	54	5	630	630	NUM
cana-6243	54	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6243	54	7	by	by	ADP
cana-6243	54	8	beams	beam	NOUN
cana-6243	54	9	.	.	PUNCT
cana-6243	55	1	flat	flat	ADJ
cana-6243	55	2	slabs	slab	NOUN
cana-6243	55	3	showed	show	VERB
cana-6243	55	4	increased	increase	VERB
cana-6243	55	5	flexibility	flexibility	NOUN
cana-6243	55	6	and	and	CCONJ
cana-6243	55	7	were	be	AUX
cana-6243	55	8	recommended	recommend	VERB
cana-6243	55	9	only	only	ADV
cana-6243	55	10	for	for	ADP
cana-6243	55	11	low	low	ADJ
cana-6243	55	12	to	to	AUX
cana-6243	55	13	moderate	moderate	ADJ
cana-6243	55	14	seismic	seismic	ADJ
cana-6243	55	15	zones	zone	NOUN
cana-6243	55	16	unless	unless	SCONJ
cana-6243	55	17	properly	properly	ADV
cana-6243	55	18	detailed.flat	detailed.flat	ADJ
cana-6243	55	19	slabs	slab	NOUN
cana-6243	55	20	are	be	AUX
cana-6243	55	21	less	less	ADV
cana-6243	55	22	suitable	suitable	ADJ
cana-6243	55	23	for	for	ADP
cana-6243	55	24	high	high	ADJ
cana-6243	55	25	-	-	PUNCT
cana-6243	55	26	seismic	seismic	ADJ
cana-6243	55	27	zones	zone	NOUN
cana-6243	55	28	without	without	ADP
cana-6243	55	29	reinforcement	reinforcement	NOUN
cana-6243	55	30	enhancements	enhancement	NOUN
cana-6243	55	31	,	,	PUNCT
cana-6243	55	32	while	while	SCONJ
cana-6243	55	33	conventional	conventional	ADJ
cana-6243	55	34	slabs	slab	NOUN
cana-6243	55	35	offer	offer	VERB
cana-6243	55	36	better	well	ADJ
cana-6243	55	37	structural	structural	ADJ
cana-6243	55	38	resilience	resilience	NOUN
cana-6243	55	39	.	.	PUNCT
cana-6243	56	1	ghode	ghode	NOUN
cana-6243	56	2	and	and	CCONJ
cana-6243	56	3	sangle	sangle	NOUN
cana-6243	56	4	focused	focus	VERB
cana-6243	56	5	on	on	ADP
cana-6243	56	6	the	the	DET
cana-6243	56	7	vulnerability	vulnerability	NOUN
cana-6243	56	8	of	of	ADP
cana-6243	56	9	flat	flat	ADJ
cana-6243	56	10	slab	slab	NOUN
cana-6243	56	11	buildings	building	NOUN
cana-6243	56	12	that	that	PRON
cana-6243	56	13	do	do	AUX
cana-6243	56	14	not	not	PART
cana-6243	56	15	include	include	VERB
cana-6243	56	16	drop	drop	NOUN
cana-6243	56	17	panels	panel	NOUN
cana-6243	56	18	.	.	PUNCT
cana-6243	57	1	a	a	DET
cana-6243	57	2	high	high	ADJ
cana-6243	57	3	-	-	PUNCT
cana-6243	57	4	rise	rise	NOUN
cana-6243	57	5	g+12	g+12	NOUN
cana-6243	57	6	building	building	NOUN
cana-6243	57	7	was	be	AUX
cana-6243	57	8	modelled	model	VERB
cana-6243	57	9	and	and	CCONJ
cana-6243	57	10	analysed	analyse	VERB
cana-6243	57	11	under	under	ADP
cana-6243	57	12	earthquake	earthquake	NOUN
cana-6243	57	13	loading	loading	NOUN
cana-6243	57	14	.	.	PUNCT
cana-6243	58	1	the	the	DET
cana-6243	58	2	study	study	NOUN
cana-6243	58	3	highlighted	highlight	VERB
cana-6243	58	4	excessive	excessive	ADJ
cana-6243	58	5	punching	punching	NOUN
cana-6243	58	6	shear	shear	NOUN
cana-6243	58	7	and	and	CCONJ
cana-6243	58	8	large	large	ADJ
cana-6243	58	9	displacements	displacement	NOUN
cana-6243	58	10	in	in	ADP
cana-6243	58	11	flat	flat	ADJ
cana-6243	58	12	slabs	slab	NOUN
cana-6243	58	13	without	without	ADP
cana-6243	58	14	drops	drop	NOUN
cana-6243	58	15	,	,	PUNCT
cana-6243	58	16	emphasizing	emphasize	VERB
cana-6243	58	17	the	the	DET
cana-6243	58	18	critical	critical	ADJ
cana-6243	58	19	importance	importance	NOUN
cana-6243	58	20	of	of	ADP
cana-6243	58	21	slab	slab	NOUN
cana-6243	58	22	-	-	PUNCT
cana-6243	58	23	column	column	NOUN
cana-6243	58	24	junction	junction	NOUN
cana-6243	58	25	strengthening	strengthening	NOUN
cana-6243	58	26	.	.	PUNCT
cana-6243	59	1	flat	flat	ADJ
cana-6243	59	2	slabs	slab	NOUN
cana-6243	59	3	without	without	ADP
cana-6243	59	4	drops	drop	NOUN
cana-6243	59	5	are	be	AUX
cana-6243	59	6	not	not	PART
cana-6243	59	7	recommended	recommend	VERB
cana-6243	59	8	for	for	ADP
cana-6243	59	9	seismic	seismic	ADJ
cana-6243	59	10	regions	region	NOUN
cana-6243	59	11	due	due	ADJ
cana-6243	59	12	to	to	ADP
cana-6243	59	13	poor	poor	ADJ
cana-6243	59	14	lateral	lateral	ADJ
cana-6243	59	15	performance	performance	NOUN
cana-6243	59	16	and	and	CCONJ
cana-6243	59	17	higher	high	ADJ
cana-6243	59	18	risk	risk	NOUN
cana-6243	59	19	of	of	ADP
cana-6243	59	20	punching	punching	NOUN
cana-6243	59	21	failure	failure	NOUN
cana-6243	59	22	.	.	PUNCT
cana-6243	60	1	jain	jain	PROPN
cana-6243	60	2	and	and	CCONJ
cana-6243	60	3	jaiswal	jaiswal	PROPN
cana-6243	60	4	s	s	PRON
cana-6243	60	5	performed	perform	VERB
cana-6243	60	6	seismic	seismic	ADJ
cana-6243	60	7	analysis	analysis	NOUN
cana-6243	60	8	on	on	ADP
cana-6243	60	9	g+15	g+15	PROPN
cana-6243	60	10	rc	rc	PROPN
cana-6243	60	11	structures	structure	NOUN
cana-6243	60	12	to	to	PART
cana-6243	60	13	compare	compare	VERB
cana-6243	60	14	flat	flat	ADJ
cana-6243	60	15	and	and	CCONJ
cana-6243	60	16	conventional	conventional	ADJ
cana-6243	60	17	slabs	slab	NOUN
cana-6243	60	18	using	use	VERB
cana-6243	60	19	response	response	NOUN
cana-6243	60	20	spectrum	spectrum	NOUN
cana-6243	60	21	and	and	CCONJ
cana-6243	60	22	time	time	NOUN
cana-6243	60	23	history	history	NOUN
cana-6243	60	24	methods	method	NOUN
cana-6243	60	25	.	.	PUNCT
cana-6243	61	1	the	the	DET
cana-6243	61	2	results	result	NOUN
cana-6243	61	3	confirmed	confirm	VERB
cana-6243	61	4	that	that	SCONJ
cana-6243	61	5	flat	flat	ADJ
cana-6243	61	6	slabs	slab	NOUN
cana-6243	61	7	showed	show	VERB
cana-6243	61	8	higher	high	ADJ
cana-6243	61	9	lateral	lateral	ADJ
cana-6243	61	10	displacement	displacement	NOUN
cana-6243	61	11	and	and	CCONJ
cana-6243	61	12	time	time	NOUN
cana-6243	61	13	periods	period	NOUN
cana-6243	61	14	.	.	PUNCT
cana-6243	62	1	conventional	conventional	ADJ
cana-6243	62	2	slabs	slab	NOUN
cana-6243	62	3	exhibited	exhibit	VERB
cana-6243	62	4	more	more	ADJ
cana-6243	62	5	resistance	resistance	NOUN
cana-6243	62	6	to	to	ADP
cana-6243	62	7	base	base	NOUN
cana-6243	62	8	shear	shear	NOUN
cana-6243	62	9	and	and	CCONJ
cana-6243	62	10	better	well	ADJ
cana-6243	62	11	drift	drift	NOUN
cana-6243	62	12	control	control	NOUN
cana-6243	62	13	.	.	PUNCT
cana-6243	63	1	time	time	NOUN
cana-6243	63	2	period	period	NOUN
cana-6243	63	3	and	and	CCONJ
cana-6243	63	4	displacement	displacement	ADJ
cana-6243	63	5	values	value	NOUN
cana-6243	63	6	are	be	AUX
cana-6243	63	7	higher	high	ADJ
cana-6243	63	8	in	in	ADP
cana-6243	63	9	flat	flat	ADJ
cana-6243	63	10	slab	slab	NOUN
cana-6243	63	11	systems	system	NOUN
cana-6243	63	12	;	;	PUNCT
cana-6243	63	13	conventional	conventional	ADJ
cana-6243	63	14	slabs	slab	NOUN
cana-6243	63	15	are	be	AUX
cana-6243	63	16	more	more	ADV
cana-6243	63	17	effective	effective	ADJ
cana-6243	63	18	under	under	ADP
cana-6243	63	19	dynamic	dynamic	ADJ
cana-6243	63	20	loading	loading	NOUN
cana-6243	63	21	.	.	PUNCT
cana-6243	64	1	3	3	X
cana-6243	64	2	.	.	X
cana-6243	64	3	methodology	methodology	NOUN
cana-6243	64	4	the	the	DET
cana-6243	64	5	seismic	seismic	ADJ
cana-6243	64	6	analysis	analysis	NOUN
cana-6243	64	7	in	in	ADP
cana-6243	64	8	this	this	DET
cana-6243	64	9	study	study	NOUN
cana-6243	64	10	is	be	AUX
cana-6243	64	11	performed	perform	VERB
cana-6243	64	12	using	use	VERB
cana-6243	64	13	etabs	etab	NOUN
cana-6243	64	14	software	software	NOUN
cana-6243	64	15	by	by	ADP
cana-6243	64	16	modelling	model	VERB
cana-6243	64	17	a	a	DET
cana-6243	64	18	multistorey	multistorey	NOUN
cana-6243	64	19	rc	rc	NOUN
cana-6243	64	20	building	building	NOUN
cana-6243	64	21	under	under	ADP
cana-6243	64	22	two	two	NUM
cana-6243	64	23	distinct	distinct	ADJ
cana-6243	64	24	slab	slab	NOUN
cana-6243	64	25	system	system	NOUN
cana-6243	64	26	configurations	configuration	NOUN
cana-6243	64	27	to	to	PART
cana-6243	64	28	evaluate	evaluate	VERB
cana-6243	64	29	their	their	PRON
cana-6243	64	30	comparative	comparative	ADJ
cana-6243	64	31	performance	performance	NOUN
cana-6243	64	32	.	.	PUNCT
cana-6243	65	1	the	the	DET
cana-6243	65	2	first	first	ADJ
cana-6243	65	3	configuration	configuration	NOUN
cana-6243	65	4	,	,	PUNCT
cana-6243	65	5	referred	refer	VERB
cana-6243	65	6	to	to	ADP
cana-6243	65	7	as	as	ADP
cana-6243	65	8	model	model	NOUN
cana-6243	65	9	1	1	NUM
cana-6243	65	10	,	,	PUNCT
cana-6243	65	11	consists	consist	VERB
cana-6243	65	12	of	of	ADP
cana-6243	65	13	a	a	DET
cana-6243	65	14	conventional	conventional	ADJ
cana-6243	65	15	rc	rc	PROPN
cana-6243	65	16	frame	frame	NOUN
cana-6243	65	17	with	with	ADP
cana-6243	65	18	beams	beam	NOUN
cana-6243	65	19	and	and	CCONJ
cana-6243	65	20	slabs	slab	NOUN
cana-6243	65	21	,	,	PUNCT
cana-6243	65	22	whereas	whereas	SCONJ
cana-6243	65	23	the	the	DET
cana-6243	65	24	second	second	ADJ
cana-6243	65	25	configuration	configuration	NOUN
cana-6243	65	26	,	,	PUNCT
cana-6243	65	27	model	model	NOUN
cana-6243	65	28	2	2	NUM
cana-6243	65	29	,	,	PUNCT
cana-6243	65	30	represents	represent	VERB
cana-6243	65	31	a	a	DET
cana-6243	65	32	flat	flat	ADJ
cana-6243	65	33	slab	slab	NOUN
cana-6243	65	34	system	system	NOUN
cana-6243	65	35	incorporating	incorporate	VERB
cana-6243	65	36	drop	drop	NOUN
cana-6243	65	37	panels	panel	NOUN
cana-6243	65	38	and	and	CCONJ
cana-6243	65	39	eliminating	eliminating	NOUN
cana-6243	65	40	beams	beam	NOUN
cana-6243	65	41	.	.	PUNCT
cana-6243	66	1	both	both	DET
cana-6243	66	2	structural	structural	ADJ
cana-6243	66	3	models	model	NOUN
cana-6243	66	4	are	be	AUX
cana-6243	66	5	developed	develop	VERB
cana-6243	66	6	in	in	ADP
cana-6243	66	7	accordance	accordance	NOUN
cana-6243	66	8	with	with	ADP
cana-6243	66	9	relevant	relevant	ADJ
cana-6243	66	10	indian	indian	ADJ
cana-6243	66	11	design	design	NOUN
cana-6243	66	12	standards	standard	NOUN
cana-6243	66	13	,	,	PUNCT
cana-6243	66	14	including	include	VERB
cana-6243	66	15	is	be	AUX
cana-6243	66	16	875	875	NUM
cana-6243	66	17	(	(	PUNCT
cana-6243	66	18	part	part	NOUN
cana-6243	66	19	1	1	NUM
cana-6243	66	20	and	and	CCONJ
cana-6243	66	21	part	part	NOUN
cana-6243	66	22	2	2	NUM
cana-6243	66	23	)	)	PUNCT
cana-6243	66	24	for	for	ADP
cana-6243	66	25	dead	dead	ADJ
cana-6243	66	26	and	and	CCONJ
cana-6243	66	27	live	live	ADJ
cana-6243	66	28	loads	load	NOUN
cana-6243	66	29	,	,	PUNCT
cana-6243	66	30	is	be	AUX
cana-6243	66	31	456:2000	456:2000	NUM
cana-6243	66	32	for	for	ADP
cana-6243	66	33	the	the	DET
cana-6243	66	34	design	design	NOUN
cana-6243	66	35	of	of	ADP
cana-6243	66	36	reinforced	reinforce	VERB
cana-6243	66	37	concrete	concrete	ADJ
cana-6243	66	38	structures	structure	NOUN
cana-6243	66	39	,	,	PUNCT
cana-6243	66	40	and	and	CCONJ
cana-6243	66	41	is	be	AUX
cana-6243	66	42	1893	1893	NUM
cana-6243	66	43	(	(	PUNCT
cana-6243	66	44	part	part	NOUN
cana-6243	66	45	1	1	NUM
cana-6243	66	46	):	):	PUNCT
cana-6243	66	47	2016	2016	NUM
cana-6243	66	48	for	for	ADP
cana-6243	66	49	earthquake	earthquake	NOUN
cana-6243	66	50	-	-	PUNCT
cana-6243	66	51	resistant	resistant	ADJ
cana-6243	66	52	design	design	NOUN
cana-6243	66	53	criteria	criterion	NOUN
cana-6243	66	54	.	.	PUNCT
cana-6243	67	1	the	the	DET
cana-6243	67	2	analysis	analysis	NOUN
cana-6243	67	3	is	be	AUX
cana-6243	67	4	carried	carry	VERB
cana-6243	67	5	out	out	ADP
cana-6243	67	6	using	use	VERB
cana-6243	67	7	the	the	DET
cana-6243	67	8	equivalent	equivalent	ADJ
cana-6243	67	9	static	static	ADJ
cana-6243	67	10	method	method	NOUN
cana-6243	67	11	specified	specify	VERB
cana-6243	67	12	in	in	ADP
cana-6243	67	13	is	be	AUX
cana-6243	67	14	1893	1893	NUM
cana-6243	67	15	,	,	PUNCT
cana-6243	67	16	ensuring	ensure	VERB
cana-6243	67	17	consistency	consistency	NOUN
cana-6243	67	18	with	with	ADP
cana-6243	67	19	codal	codal	ADJ
cana-6243	67	20	provisions	provision	NOUN
cana-6243	67	21	.	.	PUNCT
cana-6243	68	1	to	to	PART
cana-6243	68	2	enable	enable	VERB
cana-6243	68	3	a	a	DET
cana-6243	68	4	meaningful	meaningful	ADJ
cana-6243	68	5	comparison	comparison	NOUN
cana-6243	68	6	,	,	PUNCT
cana-6243	68	7	both	both	DET
cana-6243	68	8	models	model	NOUN
cana-6243	68	9	are	be	AUX
cana-6243	68	10	created	create	VERB
cana-6243	68	11	using	use	VERB
cana-6243	68	12	identical	identical	ADJ
cana-6243	68	13	geometric	geometric	ADJ
cana-6243	68	14	configurations	configuration	NOUN
cana-6243	68	15	,	,	PUNCT
cana-6243	68	16	material	material	NOUN
cana-6243	68	17	properties	property	NOUN
cana-6243	68	18	,	,	PUNCT
cana-6243	68	19	and	and	CCONJ
cana-6243	68	20	loading	loading	NOUN
cana-6243	68	21	conditions	condition	NOUN
cana-6243	68	22	.	.	PUNCT
cana-6243	69	1	a	a	DET
cana-6243	69	2	range	range	NOUN
cana-6243	69	3	of	of	ADP
cana-6243	69	4	key	key	ADJ
cana-6243	69	5	seismic	seismic	ADJ
cana-6243	69	6	response	response	NOUN
cana-6243	69	7	parameters	parameter	NOUN
cana-6243	69	8	is	be	AUX
cana-6243	69	9	evaluated	evaluate	VERB
cana-6243	69	10	for	for	ADP
cana-6243	69	11	both	both	DET
cana-6243	69	12	slab	slab	NOUN
cana-6243	69	13	systems	system	NOUN
cana-6243	69	14	.	.	PUNCT
cana-6243	70	1	these	these	PRON
cana-6243	70	2	include	include	VERB
cana-6243	70	3	storey	storey	NOUN
cana-6243	70	4	displacement	displacement	NOUN
cana-6243	70	5	in	in	ADP
cana-6243	70	6	the	the	DET
cana-6243	70	7	x	x	NOUN
cana-6243	70	8	and	and	CCONJ
cana-6243	70	9	y	y	PROPN
cana-6243	70	10	directions	direction	NOUN
cana-6243	70	11	,	,	PUNCT
cana-6243	70	12	storey	storey	NOUN
cana-6243	70	13	drift	drift	NOUN
cana-6243	70	14	in	in	ADP
cana-6243	70	15	both	both	DET
cana-6243	70	16	directions	direction	NOUN
cana-6243	70	17	,	,	PUNCT
cana-6243	70	18	the	the	DET
cana-6243	70	19	fundamental	fundamental	ADJ
cana-6243	70	20	time	time	NOUN
cana-6243	70	21	period	period	NOUN
cana-6243	70	22	of	of	ADP
cana-6243	70	23	the	the	DET
cana-6243	70	24	structure	structure	NOUN
cana-6243	70	25	,	,	PUNCT
cana-6243	70	26	base	base	ADJ
cana-6243	70	27	shear	shear	NOUN
cana-6243	70	28	in	in	ADP
cana-6243	70	29	each	each	DET
cana-6243	70	30	principal	principal	ADJ
cana-6243	70	31	direction	direction	NOUN
cana-6243	70	32	,	,	PUNCT
cana-6243	70	33	and	and	CCONJ
cana-6243	70	34	storey	storey	NOUN
cana-6243	70	35	shear	shear	NOUN
cana-6243	70	36	distribution	distribution	NOUN
cana-6243	70	37	along	along	ADP
cana-6243	70	38	the	the	DET
cana-6243	70	39	height	height	NOUN
cana-6243	70	40	of	of	ADP
cana-6243	70	41	the	the	DET
cana-6243	70	42	building	building	NOUN
cana-6243	70	43	.	.	PUNCT
cana-6243	71	1	these	these	DET
cana-6243	71	2	response	response	NOUN
cana-6243	71	3	parameters	parameter	NOUN
cana-6243	71	4	provide	provide	VERB
cana-6243	71	5	insight	insight	NOUN
cana-6243	71	6	into	into	ADP
cana-6243	71	7	the	the	DET
cana-6243	71	8	overall	overall	ADJ
cana-6243	71	9	deformation	deformation	NOUN
cana-6243	71	10	characteristics	characteristic	NOUN
cana-6243	71	11	,	,	PUNCT
cana-6243	71	12	stiffness	stiffness	NOUN
cana-6243	71	13	,	,	PUNCT
cana-6243	71	14	and	and	CCONJ
cana-6243	71	15	dynamic	dynamic	ADJ
cana-6243	71	16	behavior	behavior	NOUN
cana-6243	71	17	of	of	ADP
cana-6243	71	18	each	each	DET
cana-6243	71	19	structural	structural	ADJ
cana-6243	71	20	system	system	NOUN
cana-6243	71	21	.	.	PUNCT
cana-6243	72	1	the	the	DET
cana-6243	72	2	primary	primary	ADJ
cana-6243	72	3	objective	objective	NOUN
cana-6243	72	4	of	of	ADP
cana-6243	72	5	the	the	DET
cana-6243	72	6	methodology	methodology	NOUN
cana-6243	72	7	is	be	AUX
cana-6243	72	8	to	to	PART
cana-6243	72	9	assess	assess	VERB
cana-6243	72	10	how	how	SCONJ
cana-6243	72	11	the	the	DET
cana-6243	72	12	presence	presence	NOUN
cana-6243	72	13	or	or	CCONJ
cana-6243	72	14	absence	absence	NOUN
cana-6243	72	15	of	of	ADP
cana-6243	72	16	beams	beam	NOUN
cana-6243	72	17	influences	influence	VERB
cana-6243	72	18	the	the	DET
cana-6243	72	19	seismic	seismic	ADJ
cana-6243	72	20	performance	performance	NOUN
cana-6243	72	21	of	of	ADP
cana-6243	72	22	rc	rc	PROPN
cana-6243	72	23	buildings	building	NOUN
cana-6243	72	24	and	and	CCONJ
cana-6243	72	25	to	to	PART
cana-6243	72	26	determine	determine	VERB
cana-6243	72	27	which	which	DET
cana-6243	72	28	slab	slab	NOUN
cana-6243	72	29	system	system	NOUN
cana-6243	72	30	offers	offer	VERB
cana-6243	72	31	superior	superior	ADJ
cana-6243	72	32	structural	structural	ADJ
cana-6243	72	33	resilience	resilience	NOUN
cana-6243	72	34	,	,	PUNCT
cana-6243	72	35	safety	safety	NOUN
cana-6243	72	36	,	,	PUNCT
cana-6243	72	37	and	and	CCONJ
cana-6243	72	38	architectural	architectural	ADJ
cana-6243	72	39	adaptability	adaptability	NOUN
cana-6243	72	40	under	under	ADP
cana-6243	72	41	lateral	lateral	ADJ
cana-6243	72	42	earthquake	earthquake	NOUN
cana-6243	72	43	-	-	PUNCT
cana-6243	72	44	induced	induce	VERB
cana-6243	72	45	forces	force	NOUN
cana-6243	72	46	.	.	PUNCT
cana-6243	73	1	4	4	X
cana-6243	73	2	.	.	X
cana-6243	73	3	modelling	modelling	NOUN
cana-6243	73	4	and	and	CCONJ
cana-6243	73	5	analysis	analysis	NOUN
cana-6243	73	6	:	:	PUNCT
cana-6243	73	7	the	the	DET
cana-6243	73	8	building	building	NOUN
cana-6243	73	9	selected	select	VERB
cana-6243	73	10	for	for	ADP
cana-6243	73	11	this	this	DET
cana-6243	73	12	study	study	NOUN
cana-6243	73	13	is	be	AUX
cana-6243	73	14	a	a	DET
cana-6243	73	15	fifteen	fifteen	NUM
cana-6243	73	16	-	-	PUNCT
cana-6243	73	17	storey	storey	NOUN
cana-6243	73	18	(	(	PUNCT
cana-6243	73	19	g+15	g+15	NOUN
cana-6243	73	20	)	)	PUNCT
cana-6243	73	21	residential	residential	ADJ
cana-6243	73	22	reinforced	reinforce	VERB
cana-6243	73	23	concrete	concrete	NOUN
cana-6243	73	24	(	(	PUNCT
cana-6243	73	25	rc	rc	NOUN
cana-6243	73	26	)	)	PUNCT
cana-6243	73	27	frame	frame	NOUN
cana-6243	73	28	structure	structure	NOUN
cana-6243	73	29	located	locate	VERB
cana-6243	73	30	in	in	ADP
cana-6243	73	31	seismic	seismic	PROPN
cana-6243	73	32	zone	zone	PROPN
cana-6243	73	33	ii	ii	PROPN
cana-6243	73	34	and	and	CCONJ
cana-6243	73	35	resting	rest	VERB
cana-6243	73	36	on	on	ADP
cana-6243	73	37	medium	medium	ADJ
cana-6243	73	38	soil	soil	NOUN
cana-6243	73	39	conditions	condition	NOUN
cana-6243	73	40	as	as	SCONJ
cana-6243	73	41	defined	define	VERB
cana-6243	73	42	by	by	ADP
cana-6243	73	43	is	be	AUX
cana-6243	73	44	1893	1893	NUM
cana-6243	73	45	(	(	PUNCT
cana-6243	73	46	part	part	NOUN
cana-6243	73	47	1	1	NUM
cana-6243	73	48	):	):	PUNCT
cana-6243	73	49	2016	2016	NUM
cana-6243	73	50	.	.	PUNCT
cana-6243	74	1	the	the	DET
cana-6243	74	2	structure	structure	NOUN
cana-6243	74	3	has	have	VERB
cana-6243	74	4	a	a	DET
cana-6243	74	5	communications	communication	NOUN
cana-6243	74	6	on	on	ADP
cana-6243	74	7	applied	apply	VERB
cana-6243	74	8	nonlinear	nonlinear	ADJ
cana-6243	74	9	analysis	analysis	NOUN
cana-6243	74	10	issn	issn	NOUN
cana-6243	74	11	:	:	PUNCT
cana-6243	74	12	1074	1074	NUM
cana-6243	74	13	-	-	PUNCT
cana-6243	74	14	133x	133x	NUM
cana-6243	74	15	vol	vol	NOUN
cana-6243	74	16	32	32	NUM
cana-6243	74	17	no	no	NOUN
cana-6243	74	18	.	.	PUNCT
cana-6243	75	1	2s	2s	NUM
cana-6243	75	2	(	(	PUNCT
cana-6243	75	3	2025	2025	NUM
cana-6243	75	4	)	)	PUNCT
cana-6243	75	5	631	631	NUM
cana-6243	75	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6243	75	7	regular	regular	ADJ
cana-6243	75	8	rectangular	rectangular	ADJ
cana-6243	75	9	plan	plan	NOUN
cana-6243	75	10	measuring	measure	VERB
cana-6243	75	11	49	49	NUM
cana-6243	75	12	m	m	NOUN
cana-6243	75	13	by	by	ADP
cana-6243	75	14	25	25	NUM
cana-6243	75	15	m	m	NOUN
cana-6243	75	16	,	,	PUNCT
cana-6243	75	17	with	with	ADP
cana-6243	75	18	a	a	DET
cana-6243	75	19	uniform	uniform	ADJ
cana-6243	75	20	floor	floor	NOUN
cana-6243	75	21	-	-	PUNCT
cana-6243	75	22	to	to	ADP
cana-6243	75	23	-	-	PUNCT
cana-6243	75	24	floor	floor	NOUN
cana-6243	75	25	height	height	NOUN
cana-6243	75	26	of	of	ADP
cana-6243	75	27	3	3	NUM
cana-6243	75	28	meters	meter	NOUN
cana-6243	75	29	throughout	throughout	ADP
cana-6243	75	30	all	all	DET
cana-6243	75	31	storeys	storey	NOUN
cana-6243	75	32	.	.	PUNCT
cana-6243	76	1	it	it	PRON
cana-6243	76	2	consists	consist	VERB
cana-6243	76	3	of	of	ADP
cana-6243	76	4	moment	moment	NOUN
cana-6243	76	5	-	-	PUNCT
cana-6243	76	6	resisting	resist	VERB
cana-6243	76	7	rc	rc	PROPN
cana-6243	76	8	frames	frame	NOUN
cana-6243	76	9	in	in	ADP
cana-6243	76	10	both	both	DET
cana-6243	76	11	orthogonal	orthogonal	ADJ
cana-6243	76	12	directions	direction	NOUN
cana-6243	76	13	and	and	CCONJ
cana-6243	76	14	is	be	AUX
cana-6243	76	15	analyzed	analyze	VERB
cana-6243	76	16	using	use	VERB
cana-6243	76	17	etabs	etab	NOUN
cana-6243	76	18	software	software	NOUN
cana-6243	76	19	to	to	PART
cana-6243	76	20	compare	compare	VERB
cana-6243	76	21	the	the	DET
cana-6243	76	22	seismic	seismic	ADJ
cana-6243	76	23	response	response	NOUN
cana-6243	76	24	of	of	ADP
cana-6243	76	25	two	two	NUM
cana-6243	76	26	different	different	ADJ
cana-6243	76	27	slab	slab	NOUN
cana-6243	76	28	systems	system	NOUN
cana-6243	76	29	,	,	PUNCT
cana-6243	76	30	namely	namely	ADV
cana-6243	76	31	the	the	DET
cana-6243	76	32	conventional	conventional	ADJ
cana-6243	76	33	slab	slab	NOUN
cana-6243	76	34	–	–	PUNCT
cana-6243	76	35	beam	beam	NOUN
cana-6243	76	36	–	–	PUNCT
cana-6243	76	37	column	column	NOUN
cana-6243	76	38	system	system	NOUN
cana-6243	76	39	and	and	CCONJ
cana-6243	76	40	the	the	DET
cana-6243	76	41	flat	flat	ADJ
cana-6243	76	42	slab	slab	NOUN
cana-6243	76	43	system	system	NOUN
cana-6243	76	44	with	with	ADP
cana-6243	76	45	drop	drop	NOUN
cana-6243	76	46	panels	panel	NOUN
cana-6243	76	47	.	.	PUNCT
cana-6243	77	1	both	both	DET
cana-6243	77	2	models	model	NOUN
cana-6243	77	3	are	be	AUX
cana-6243	77	4	developed	develop	VERB
cana-6243	77	5	using	use	VERB
cana-6243	77	6	identical	identical	ADJ
cana-6243	77	7	geometric	geometric	ADJ
cana-6243	77	8	,	,	PUNCT
cana-6243	77	9	material	material	NOUN
cana-6243	77	10	,	,	PUNCT
cana-6243	77	11	and	and	CCONJ
cana-6243	77	12	loading	loading	NOUN
cana-6243	77	13	conditions	condition	NOUN
cana-6243	77	14	to	to	PART
cana-6243	77	15	ensure	ensure	VERB
cana-6243	77	16	a	a	DET
cana-6243	77	17	consistent	consistent	ADJ
cana-6243	77	18	basis	basis	NOUN
cana-6243	77	19	for	for	ADP
cana-6243	77	20	comparison	comparison	NOUN
cana-6243	77	21	.	.	PUNCT
cana-6243	78	1	the	the	DET
cana-6243	78	2	structural	structural	ADJ
cana-6243	78	3	configuration	configuration	NOUN
cana-6243	78	4	includes	include	VERB
cana-6243	78	5	400	400	NUM
cana-6243	78	6	mm	mm	NOUN
cana-6243	78	7	×	×	NOUN
cana-6243	78	8	400	400	NUM
cana-6243	78	9	mm	mm	PROPN
cana-6243	78	10	rc	rc	PROPN
cana-6243	78	11	columns	column	NOUN
cana-6243	78	12	,	,	PUNCT
cana-6243	78	13	300	300	NUM
cana-6243	78	14	mm	mm	NOUN
cana-6243	78	15	×	×	NOUN
cana-6243	78	16	400	400	NUM
cana-6243	78	17	mm	mm	NOUN
cana-6243	78	18	beams	beam	NOUN
cana-6243	78	19	in	in	ADP
cana-6243	78	20	the	the	DET
cana-6243	78	21	conventional	conventional	ADJ
cana-6243	78	22	model	model	NOUN
cana-6243	78	23	,	,	PUNCT
cana-6243	78	24	and	and	CCONJ
cana-6243	78	25	a	a	DET
cana-6243	78	26	125	125	NUM
cana-6243	78	27	mm	mm	NOUN
cana-6243	78	28	thick	thick	ADJ
cana-6243	78	29	slab	slab	NOUN
cana-6243	78	30	throughout	throughout	ADV
cana-6243	78	31	.	.	PUNCT
cana-6243	79	1	for	for	ADP
cana-6243	79	2	the	the	DET
cana-6243	79	3	flat	flat	ADJ
cana-6243	79	4	slab	slab	NOUN
cana-6243	79	5	model	model	NOUN
cana-6243	79	6	,	,	PUNCT
cana-6243	79	7	3	3	NUM
cana-6243	79	8	m	m	NOUN
cana-6243	79	9	×	×	NOUN
cana-6243	79	10	3	3	NUM
cana-6243	79	11	m	m	NOUN
cana-6243	79	12	drop	drop	NOUN
cana-6243	79	13	panels	panel	NOUN
cana-6243	79	14	with	with	ADP
cana-6243	79	15	a	a	DET
cana-6243	79	16	thickness	thickness	NOUN
cana-6243	79	17	of	of	ADP
cana-6243	79	18	115	115	NUM
cana-6243	79	19	mm	mm	NOUN
cana-6243	79	20	are	be	AUX
cana-6243	79	21	provided	provide	VERB
cana-6243	79	22	at	at	ADP
cana-6243	79	23	all	all	DET
cana-6243	79	24	column	column	NOUN
cana-6243	79	25	locations	location	NOUN
cana-6243	79	26	.	.	PUNCT
cana-6243	80	1	the	the	DET
cana-6243	80	2	external	external	ADJ
cana-6243	80	3	and	and	CCONJ
cana-6243	80	4	internal	internal	ADJ
cana-6243	80	5	infill	infill	NOUN
cana-6243	80	6	walls	wall	NOUN
cana-6243	80	7	have	have	VERB
cana-6243	80	8	thicknesses	thickness	NOUN
cana-6243	80	9	of	of	ADP
cana-6243	80	10	230	230	NUM
cana-6243	80	11	mm	mm	NOUN
cana-6243	80	12	and	and	CCONJ
cana-6243	80	13	115	115	NUM
cana-6243	80	14	mm	mm	NOUN
cana-6243	80	15	,	,	PUNCT
cana-6243	80	16	respectively	respectively	ADV
cana-6243	80	17	,	,	PUNCT
cana-6243	80	18	and	and	CCONJ
cana-6243	80	19	the	the	DET
cana-6243	80	20	parapet	parapet	NOUN
cana-6243	80	21	wall	wall	NOUN
cana-6243	80	22	height	height	NOUN
cana-6243	80	23	is	be	AUX
cana-6243	80	24	considered	consider	VERB
cana-6243	80	25	as	as	SCONJ
cana-6243	80	26	1.5	1.5	NUM
cana-6243	80	27	m.	m.	NOUN
cana-6243	80	28	material	material	NOUN
cana-6243	80	29	properties	property	NOUN
cana-6243	80	30	conform	conform	VERB
cana-6243	80	31	to	to	ADP
cana-6243	80	32	is	be	AUX
cana-6243	80	33	456:2000	456:2000	NUM
cana-6243	80	34	,	,	PUNCT
cana-6243	80	35	with	with	ADP
cana-6243	80	36	m25	m25	NUM
cana-6243	80	37	grade	grade	NOUN
cana-6243	80	38	concrete	concrete	NOUN
cana-6243	80	39	having	have	VERB
cana-6243	80	40	a	a	DET
cana-6243	80	41	characteristic	characteristic	ADJ
cana-6243	80	42	compressive	compressive	ADJ
cana-6243	80	43	strength	strength	NOUN
cana-6243	80	44	of	of	ADP
cana-6243	80	45	25	25	NUM
cana-6243	80	46	mpa	mpa	NOUN
cana-6243	80	47	and	and	CCONJ
cana-6243	80	48	fe500	fe500	PROPN
cana-6243	80	49	grade	grade	NOUN
cana-6243	80	50	steel	steel	NOUN
cana-6243	80	51	used	use	VERB
cana-6243	80	52	for	for	ADP
cana-6243	80	53	reinforcement	reinforcement	NOUN
cana-6243	80	54	.	.	PUNCT
cana-6243	81	1	the	the	DET
cana-6243	81	2	unit	unit	NOUN
cana-6243	81	3	weights	weight	VERB
cana-6243	81	4	of	of	ADP
cana-6243	81	5	concrete	concrete	ADJ
cana-6243	81	6	and	and	CCONJ
cana-6243	81	7	brick	brick	NOUN
cana-6243	81	8	masonry	masonry	NOUN
cana-6243	81	9	are	be	AUX
cana-6243	81	10	taken	take	VERB
cana-6243	81	11	as	as	ADP
cana-6243	81	12	25	25	NUM
cana-6243	81	13	kn	kn	PROPN
cana-6243	81	14	/	/	SYM
cana-6243	81	15	m³	m³	PROPN
cana-6243	81	16	and	and	CCONJ
cana-6243	81	17	19	19	NUM
cana-6243	81	18	kn	kn	PROPN
cana-6243	81	19	/	/	SYM
cana-6243	81	20	m³	m³	PROPN
cana-6243	81	21	,	,	PUNCT
cana-6243	81	22	respectively	respectively	ADV
cana-6243	81	23	.	.	PUNCT
cana-6243	82	1	the	the	DET
cana-6243	82	2	loads	load	NOUN
cana-6243	82	3	applied	apply	VERB
cana-6243	82	4	to	to	ADP
cana-6243	82	5	the	the	DET
cana-6243	82	6	structure	structure	NOUN
cana-6243	82	7	include	include	VERB
cana-6243	82	8	dead	dead	ADJ
cana-6243	82	9	loads	load	NOUN
cana-6243	82	10	comprising	comprise	VERB
cana-6243	82	11	the	the	DET
cana-6243	82	12	selfweight	selfweight	NOUN
cana-6243	82	13	of	of	ADP
cana-6243	82	14	all	all	DET
cana-6243	82	15	structural	structural	ADJ
cana-6243	82	16	components	component	NOUN
cana-6243	82	17	and	and	CCONJ
cana-6243	82	18	masonry	masonry	NOUN
cana-6243	82	19	walls	wall	NOUN
cana-6243	82	20	,	,	PUNCT
cana-6243	82	21	as	as	ADV
cana-6243	82	22	well	well	ADV
cana-6243	82	23	as	as	ADP
cana-6243	82	24	live	live	ADJ
cana-6243	82	25	loads	load	NOUN
cana-6243	82	26	of	of	ADP
cana-6243	82	27	4.0	4.0	NUM
cana-6243	82	28	kn	kn	NOUN
cana-6243	82	29	/	/	SYM
cana-6243	82	30	m²	m²	PROPN
cana-6243	82	31	on	on	ADP
cana-6243	82	32	all	all	DET
cana-6243	82	33	typical	typical	ADJ
cana-6243	82	34	floors	floor	NOUN
cana-6243	82	35	and	and	CCONJ
cana-6243	82	36	1.5	1.5	NUM
cana-6243	82	37	kn	kn	PROPN
cana-6243	82	38	/	/	SYM
cana-6243	82	39	m²	m²	PROPN
cana-6243	82	40	on	on	ADP
cana-6243	82	41	the	the	DET
cana-6243	82	42	roof	roof	NOUN
cana-6243	82	43	.	.	PUNCT
cana-6243	83	1	an	an	DET
cana-6243	83	2	additional	additional	ADJ
cana-6243	83	3	uniformly	uniformly	ADV
cana-6243	83	4	distributed	distribute	VERB
cana-6243	83	5	floor	floor	NOUN
cana-6243	83	6	finish	finish	NOUN
cana-6243	83	7	load	load	NOUN
cana-6243	83	8	of	of	ADP
cana-6243	83	9	1.0	1.0	NUM
cana-6243	83	10	kn	kn	PROPN
cana-6243	83	11	/	/	SYM
cana-6243	83	12	m²	m²	PROPN
cana-6243	83	13	is	be	AUX
cana-6243	83	14	also	also	ADV
cana-6243	83	15	applied	apply	VERB
cana-6243	83	16	.	.	PUNCT
cana-6243	84	1	seismic	seismic	ADJ
cana-6243	84	2	analysis	analysis	NOUN
cana-6243	84	3	is	be	AUX
cana-6243	84	4	carried	carry	VERB
cana-6243	84	5	out	out	ADP
cana-6243	84	6	using	use	VERB
cana-6243	84	7	the	the	DET
cana-6243	84	8	equivalent	equivalent	ADJ
cana-6243	84	9	static	static	ADJ
cana-6243	84	10	method	method	NOUN
cana-6243	84	11	in	in	ADP
cana-6243	84	12	accordance	accordance	NOUN
cana-6243	84	13	with	with	ADP
cana-6243	84	14	is	be	AUX
cana-6243	84	15	1893:2016	1893:2016	NUM
cana-6243	84	16	.	.	PUNCT
cana-6243	85	1	the	the	DET
cana-6243	85	2	adopted	adopt	VERB
cana-6243	85	3	seismic	seismic	ADJ
cana-6243	85	4	parameters	parameter	NOUN
cana-6243	85	5	include	include	VERB
cana-6243	85	6	zone	zone	NOUN
cana-6243	85	7	ii	ii	PROPN
cana-6243	85	8	seismicity	seismicity	NOUN
cana-6243	85	9	with	with	ADP
cana-6243	85	10	a	a	DET
cana-6243	85	11	zone	zone	NOUN
cana-6243	85	12	factor	factor	NOUN
cana-6243	85	13	(	(	PUNCT
cana-6243	85	14	z	z	NOUN
cana-6243	85	15	)	)	PUNCT
cana-6243	85	16	of	of	ADP
cana-6243	85	17	0.10	0.10	NUM
cana-6243	85	18	,	,	PUNCT
cana-6243	85	19	medium	medium	ADJ
cana-6243	85	20	soil	soil	NOUN
cana-6243	85	21	classification	classification	NOUN
cana-6243	85	22	(	(	PUNCT
cana-6243	85	23	type	type	NOUN
cana-6243	85	24	ii	ii	PROPN
cana-6243	85	25	)	)	PUNCT
cana-6243	85	26	,	,	PUNCT
cana-6243	85	27	an	an	DET
cana-6243	85	28	importance	importance	NOUN
cana-6243	85	29	factor	factor	NOUN
cana-6243	85	30	(	(	PUNCT
cana-6243	85	31	i	i	NOUN
cana-6243	85	32	)	)	PUNCT
cana-6243	85	33	of	of	ADP
cana-6243	85	34	1.0	1.0	NUM
cana-6243	85	35	,	,	PUNCT
cana-6243	85	36	and	and	CCONJ
cana-6243	85	37	a	a	DET
cana-6243	85	38	response	response	NOUN
cana-6243	85	39	reduction	reduction	NOUN
cana-6243	85	40	factor	factor	NOUN
cana-6243	85	41	(	(	PUNCT
cana-6243	85	42	r	r	NOUN
cana-6243	85	43	)	)	PUNCT
cana-6243	85	44	of	of	ADP
cana-6243	85	45	5.0	5.0	NUM
cana-6243	85	46	for	for	ADP
cana-6243	85	47	a	a	DET
cana-6243	85	48	special	special	ADJ
cana-6243	85	49	moment	moment	NOUN
cana-6243	85	50	resisting	resist	VERB
cana-6243	85	51	frame	frame	NOUN
cana-6243	85	52	(	(	PUNCT
cana-6243	85	53	smrf	smrf	ADJ
cana-6243	85	54	)	)	PUNCT
cana-6243	85	55	.	.	PUNCT
cana-6243	86	1	these	these	DET
cana-6243	86	2	parameters	parameter	NOUN
cana-6243	86	3	are	be	AUX
cana-6243	86	4	used	use	VERB
cana-6243	86	5	to	to	PART
cana-6243	86	6	compute	compute	VERB
cana-6243	86	7	the	the	DET
cana-6243	86	8	design	design	NOUN
cana-6243	86	9	base	base	NOUN
cana-6243	86	10	shear	shear	NOUN
cana-6243	86	11	,	,	PUNCT
cana-6243	86	12	which	which	PRON
cana-6243	86	13	is	be	AUX
cana-6243	86	14	then	then	ADV
cana-6243	86	15	distributed	distribute	VERB
cana-6243	86	16	along	along	ADP
cana-6243	86	17	the	the	DET
cana-6243	86	18	height	height	NOUN
cana-6243	86	19	of	of	ADP
cana-6243	86	20	the	the	DET
cana-6243	86	21	building	building	NOUN
cana-6243	86	22	as	as	ADP
cana-6243	86	23	per	per	ADP
cana-6243	86	24	codal	codal	ADJ
cana-6243	86	25	provisions	provision	NOUN
cana-6243	86	26	.	.	PUNCT
cana-6243	87	1	both	both	DET
cana-6243	87	2	slab	slab	NOUN
cana-6243	87	3	systems	system	NOUN
cana-6243	87	4	are	be	AUX
cana-6243	87	5	modeled	model	VERB
cana-6243	87	6	with	with	ADP
cana-6243	87	7	rigid	rigid	ADJ
cana-6243	87	8	diaphragm	diaphragm	NOUN
cana-6243	87	9	action	action	NOUN
cana-6243	87	10	at	at	ADP
cana-6243	87	11	each	each	DET
cana-6243	87	12	floor	floor	NOUN
cana-6243	87	13	,	,	PUNCT
cana-6243	87	14	and	and	CCONJ
cana-6243	87	15	the	the	DET
cana-6243	87	16	base	base	NOUN
cana-6243	87	17	of	of	ADP
cana-6243	87	18	the	the	DET
cana-6243	87	19	structure	structure	NOUN
cana-6243	87	20	is	be	AUX
cana-6243	87	21	assumed	assume	VERB
cana-6243	87	22	to	to	PART
cana-6243	87	23	be	be	AUX
cana-6243	87	24	fixed	fix	VERB
cana-6243	87	25	for	for	ADP
cana-6243	87	26	analytical	analytical	ADJ
cana-6243	87	27	purposes	purpose	NOUN
cana-6243	87	28	.	.	PUNCT
cana-6243	88	1	fig.4.1	fig.4.1	PROPN
cana-6243	88	2	plan	plan	NOUN
cana-6243	88	3	view	view	NOUN
cana-6243	88	4	of	of	ADP
cana-6243	88	5	conventional	conventional	ADJ
cana-6243	88	6	slab	slab	NOUN
cana-6243	88	7	fig.4.2	fig.4.2	NOUN
cana-6243	88	8	3d	3d	NUM
cana-6243	88	9	view	view	NOUN
cana-6243	88	10	of	of	ADP
cana-6243	88	11	conventional	conventional	ADJ
cana-6243	88	12	slab	slab	NOUN
cana-6243	88	13	communications	communication	NOUN
cana-6243	88	14	on	on	ADP
cana-6243	88	15	applied	apply	VERB
cana-6243	88	16	nonlinear	nonlinear	ADJ
cana-6243	88	17	analysis	analysis	NOUN
cana-6243	88	18	issn	issn	NOUN
cana-6243	88	19	:	:	PUNCT
cana-6243	88	20	1074	1074	NUM
cana-6243	88	21	-	-	PUNCT
cana-6243	88	22	133x	133x	NUM
cana-6243	88	23	vol	vol	NOUN
cana-6243	88	24	32	32	NUM
cana-6243	88	25	no	no	NOUN
cana-6243	88	26	.	.	PUNCT
cana-6243	89	1	2s	2s	NUM
cana-6243	89	2	(	(	PUNCT
cana-6243	89	3	2025	2025	NUM
cana-6243	89	4	)	)	PUNCT
cana-6243	89	5	632	632	NUM
cana-6243	89	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6243	89	7	fig.4.3	fig.4.3	NOUN
cana-6243	89	8	plan	plan	NOUN
cana-6243	89	9	view	view	NOUN
cana-6243	89	10	of	of	ADP
cana-6243	89	11	flat	flat	ADJ
cana-6243	89	12	slab	slab	NOUN
cana-6243	89	13	with	with	ADP
cana-6243	89	14	drop	drop	NOUN
cana-6243	89	15	fig.4.4	fig.4.4	PROPN
cana-6243	89	16	plan	plan	NOUN
cana-6243	89	17	view	view	NOUN
cana-6243	89	18	of	of	ADP
cana-6243	89	19	flat	flat	ADJ
cana-6243	89	20	slab	slab	NOUN
cana-6243	89	21	with	with	ADP
cana-6243	89	22	drop	drop	NOUN
cana-6243	89	23	5	5	NUM
cana-6243	89	24	.	.	PUNCT
cana-6243	89	25	results	result	NOUN
cana-6243	89	26	&	&	CCONJ
cana-6243	89	27	discussions	discussion	NOUN
cana-6243	89	28	5.1	5.1	NUM
cana-6243	89	29	.	.	PUNCT
cana-6243	90	1	general	general	ADJ
cana-6243	90	2	:	:	PUNCT
cana-6243	90	3	an	an	DET
cana-6243	90	4	existing	exist	VERB
cana-6243	90	5	g+15	g+15	NOUN
cana-6243	90	6	-	-	PUNCT
cana-6243	90	7	storied	story	VERB
cana-6243	90	8	reinforced	reinforce	VERB
cana-6243	90	9	concrete	concrete	ADJ
cana-6243	90	10	frame	frame	NOUN
cana-6243	90	11	was	be	AUX
cana-6243	90	12	taken	take	VERB
cana-6243	90	13	for	for	ADP
cana-6243	90	14	the	the	DET
cana-6243	90	15	investigation	investigation	NOUN
cana-6243	90	16	.	.	PUNCT
cana-6243	91	1	the	the	DET
cana-6243	91	2	frame	frame	NOUN
cana-6243	91	3	was	be	AUX
cana-6243	91	4	subjected	subject	VERB
cana-6243	91	5	to	to	PART
cana-6243	91	6	design	design	VERB
cana-6243	91	7	earthquake	earthquake	NOUN
cana-6243	91	8	forces	force	NOUN
cana-6243	91	9	as	as	SCONJ
cana-6243	91	10	specified	specify	VERB
cana-6243	91	11	in	in	ADP
cana-6243	91	12	the	the	PRON
cana-6243	91	13	is	be	AUX
cana-6243	91	14	code	code	NOUN
cana-6243	91	15	for	for	ADP
cana-6243	91	16	zone	zone	PROPN
cana-6243	91	17	ii	ii	PROPN
cana-6243	91	18	along	along	ADP
cana-6243	91	19	x	x	PUNCT
cana-6243	91	20	and	and	CCONJ
cana-6243	91	21	y	y	PROPN
cana-6243	91	22	directions	direction	NOUN
cana-6243	91	23	.	.	PUNCT
cana-6243	92	1	the	the	DET
cana-6243	92	2	responses	response	NOUN
cana-6243	92	3	to	to	ADP
cana-6243	92	4	the	the	DET
cana-6243	92	5	frames	frame	NOUN
cana-6243	92	6	are	be	AUX
cana-6243	92	7	discussed	discuss	VERB
cana-6243	92	8	below	below	ADV
cana-6243	92	9	.	.	PUNCT
cana-6243	93	1	fig.5.1	fig.5.1	PROPN
cana-6243	93	2	storey	storey	NOUN
cana-6243	93	3	displacement	displacement	NOUN
cana-6243	93	4	–	–	PUNCT
cana-6243	93	5	x	x	SYM
cana-6243	93	6	direction	direction	NOUN
cana-6243	93	7	•	•	ADP
cana-6243	93	8	the	the	DET
cana-6243	93	9	displacement	displacement	NOUN
cana-6243	93	10	of	of	ADP
cana-6243	93	11	the	the	DET
cana-6243	93	12	flat	flat	ADJ
cana-6243	93	13	slab	slab	NOUN
cana-6243	93	14	with	with	ADP
cana-6243	93	15	drop	drop	NOUN
cana-6243	93	16	is	be	AUX
cana-6243	93	17	consistently	consistently	ADV
cana-6243	93	18	higher	high	ADJ
cana-6243	93	19	compared	compare	VERB
cana-6243	93	20	to	to	ADP
cana-6243	93	21	the	the	DET
cana-6243	93	22	conventional	conventional	ADJ
cana-6243	93	23	slab	slab	NOUN
cana-6243	93	24	across	across	ADP
cana-6243	93	25	all	all	DET
cana-6243	93	26	storeys	storey	NOUN
cana-6243	93	27	.	.	PUNCT
cana-6243	94	1	•	•	NUM
cana-6243	94	2	from	from	ADP
cana-6243	94	3	the	the	DET
cana-6243	94	4	graph	graph	NOUN
cana-6243	94	5	on	on	ADP
cana-6243	94	6	the	the	DET
cana-6243	94	7	right	right	NOUN
cana-6243	94	8	,	,	PUNCT
cana-6243	94	9	we	we	PRON
cana-6243	94	10	can	can	AUX
cana-6243	94	11	clearly	clearly	ADV
cana-6243	94	12	see	see	VERB
cana-6243	94	13	that	that	SCONJ
cana-6243	94	14	the	the	DET
cana-6243	94	15	flat	flat	ADJ
cana-6243	94	16	slab	slab	NOUN
cana-6243	94	17	displacement	displacement	NOUN
cana-6243	94	18	is	be	AUX
cana-6243	94	19	always	always	ADV
cana-6243	94	20	higher	high	ADJ
cana-6243	94	21	than	than	ADP
cana-6243	94	22	the	the	DET
cana-6243	94	23	conventional	conventional	ADJ
cana-6243	94	24	slab	slab	NOUN
cana-6243	94	25	displacement	displacement	NOUN
cana-6243	94	26	.	.	PUNCT
cana-6243	95	1	•	•	NOUN
cana-6243	95	2	flat	flat	ADJ
cana-6243	95	3	slab	slab	NOUN
cana-6243	95	4	with	with	ADP
cana-6243	95	5	drop	drop	NOUN
cana-6243	95	6	generally	generally	ADV
cana-6243	95	7	shows	show	VERB
cana-6243	95	8	more	more	ADJ
cana-6243	95	9	displacement	displacement	NOUN
cana-6243	95	10	than	than	ADP
cana-6243	95	11	the	the	DET
cana-6243	95	12	conventional	conventional	ADJ
cana-6243	95	13	slab	slab	NOUN
cana-6243	95	14	.	.	PUNCT
cana-6243	96	1	this	this	PRON
cana-6243	96	2	could	could	AUX
cana-6243	96	3	be	be	AUX
cana-6243	96	4	indicative	indicative	ADJ
cana-6243	96	5	of	of	ADP
cana-6243	96	6	higher	high	ADJ
cana-6243	96	7	flexibility	flexibility	NOUN
cana-6243	96	8	or	or	CCONJ
cana-6243	96	9	differences	difference	NOUN
cana-6243	96	10	in	in	ADP
cana-6243	96	11	the	the	DET
cana-6243	96	12	stiffness	stiffness	NOUN
cana-6243	96	13	of	of	ADP
cana-6243	96	14	the	the	DET
cana-6243	96	15	two	two	NUM
cana-6243	96	16	types	type	NOUN
cana-6243	96	17	of	of	ADP
cana-6243	96	18	slabs	slab	NOUN
cana-6243	96	19	.	.	PUNCT
cana-6243	97	1	0	0	NUM
cana-6243	98	1	10	10	NUM
cana-6243	98	2	20	20	NUM
cana-6243	98	3	1	1	NUM
cana-6243	98	4	2	2	NUM
cana-6243	98	5	3	3	NUM
cana-6243	98	6	4	4	NUM
cana-6243	98	7	5	5	NUM
cana-6243	98	8	6	6	NUM
cana-6243	98	9	7	7	NUM
cana-6243	98	10	8	8	NUM
cana-6243	98	11	9	9	NUM
cana-6243	98	12	10	10	NUM
cana-6243	98	13	11	11	NUM
cana-6243	98	14	12	12	NUM
cana-6243	98	15	13	13	NUM
cana-6243	98	16	14	14	NUM
cana-6243	98	17	15	15	NUM
cana-6243	98	18	16	16	NUM
cana-6243	98	19	storey	storey	NOUN
cana-6243	98	20	displacement	displacement	NOUN
cana-6243	98	21	x	x	PUNCT
cana-6243	98	22	direction	direction	NOUN
cana-6243	98	23	flat	flat	ADJ
cana-6243	98	24	slab	slab	NOUN
cana-6243	98	25	conventional	conventional	ADJ
cana-6243	98	26	slab	slab	NOUN
cana-6243	98	27	communications	communication	NOUN
cana-6243	98	28	on	on	ADP
cana-6243	98	29	applied	apply	VERB
cana-6243	98	30	nonlinear	nonlinear	ADJ
cana-6243	98	31	analysis	analysis	NOUN
cana-6243	98	32	issn	issn	NOUN
cana-6243	98	33	:	:	PUNCT
cana-6243	98	34	1074	1074	NUM
cana-6243	98	35	-	-	PUNCT
cana-6243	98	36	133x	133x	NUM
cana-6243	98	37	vol	vol	NOUN
cana-6243	98	38	32	32	NUM
cana-6243	98	39	no	no	NOUN
cana-6243	98	40	.	.	PUNCT
cana-6243	99	1	2s	2s	NUM
cana-6243	99	2	(	(	PUNCT
cana-6243	99	3	2025	2025	NUM
cana-6243	99	4	)	)	PUNCT
cana-6243	99	5	633	633	NUM
cana-6243	99	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6243	99	7	fig.5.2	fig.5.2	PROPN
cana-6243	99	8	storey	storey	NOUN
cana-6243	99	9	displacement	displacement	NOUN
cana-6243	99	10	–	–	PUNCT
cana-6243	99	11	y	y	PROPN
cana-6243	99	12	direction	direction	NOUN
cana-6243	99	13	•	•	ADP
cana-6243	99	14	the	the	DET
cana-6243	99	15	flat	flat	ADJ
cana-6243	99	16	slab	slab	NOUN
cana-6243	99	17	with	with	ADP
cana-6243	99	18	drop	drop	NOUN
cana-6243	99	19	system	system	NOUN
cana-6243	99	20	exhibits	exhibit	VERB
cana-6243	99	21	greater	great	ADJ
cana-6243	99	22	lateral	lateral	ADJ
cana-6243	99	23	displacement	displacement	NOUN
cana-6243	99	24	compared	compare	VERB
cana-6243	99	25	to	to	ADP
cana-6243	99	26	the	the	DET
cana-6243	99	27	conventional	conventional	ADJ
cana-6243	99	28	slab	slab	NOUN
cana-6243	99	29	,	,	PUNCT
cana-6243	99	30	especially	especially	ADV
cana-6243	99	31	in	in	ADP
cana-6243	99	32	higher	high	ADJ
cana-6243	99	33	storeys	storey	NOUN
cana-6243	99	34	.	.	PUNCT
cana-6243	100	1	•	•	NOUN
cana-6243	100	2	this	this	PRON
cana-6243	100	3	suggests	suggest	VERB
cana-6243	100	4	that	that	SCONJ
cana-6243	100	5	conventional	conventional	ADJ
cana-6243	100	6	slabs	slab	NOUN
cana-6243	100	7	offer	offer	VERB
cana-6243	100	8	better	well	ADJ
cana-6243	100	9	lateral	lateral	ADJ
cana-6243	100	10	stiffness	stiffness	NOUN
cana-6243	100	11	and	and	CCONJ
cana-6243	100	12	resistance	resistance	NOUN
cana-6243	100	13	under	under	ADP
cana-6243	100	14	lateral	lateral	ADJ
cana-6243	100	15	loads	load	NOUN
cana-6243	100	16	(	(	PUNCT
cana-6243	100	17	such	such	ADJ
cana-6243	100	18	as	as	ADP
cana-6243	100	19	seismic	seismic	ADJ
cana-6243	100	20	or	or	CCONJ
cana-6243	100	21	wind	wind	NOUN
cana-6243	100	22	)	)	PUNCT
cana-6243	100	23	.	.	PUNCT
cana-6243	101	1	•	•	NOUN
cana-6243	101	2	for	for	ADP
cana-6243	101	3	seismic	seismic	ADJ
cana-6243	101	4	design	design	NOUN
cana-6243	101	5	considerations	consideration	NOUN
cana-6243	101	6	,	,	PUNCT
cana-6243	101	7	the	the	DET
cana-6243	101	8	conventional	conventional	ADJ
cana-6243	101	9	slab	slab	NOUN
cana-6243	101	10	system	system	NOUN
cana-6243	101	11	may	may	AUX
cana-6243	101	12	provide	provide	VERB
cana-6243	101	13	improved	improved	ADJ
cana-6243	101	14	performance	performance	NOUN
cana-6243	101	15	in	in	ADP
cana-6243	101	16	terms	term	NOUN
cana-6243	101	17	of	of	ADP
cana-6243	101	18	displacement	displacement	ADJ
cana-6243	101	19	control	control	NOUN
cana-6243	101	20	.	.	PUNCT
cana-6243	102	1	fig.5.3	fig.5.3	PROPN
cana-6243	102	2	time	time	NOUN
cana-6243	102	3	period	period	NOUN
cana-6243	102	4	for	for	ADP
cana-6243	102	5	conventional	conventional	ADJ
cana-6243	102	6	slab	slab	NOUN
cana-6243	102	7	and	and	CCONJ
cana-6243	102	8	flat	flat	ADJ
cana-6243	102	9	slab	slab	NOUN
cana-6243	102	10	with	with	ADP
cana-6243	102	11	drop	drop	NOUN
cana-6243	102	12	the	the	DET
cana-6243	102	13	time	time	NOUN
cana-6243	102	14	periods	period	NOUN
cana-6243	102	15	decrease	decrease	NOUN
cana-6243	102	16	with	with	ADP
cana-6243	102	17	increasing	increase	VERB
cana-6243	102	18	storey	storey	NOUN
cana-6243	102	19	number	number	NOUN
cana-6243	102	20	for	for	ADP
cana-6243	102	21	both	both	DET
cana-6243	102	22	slab	slab	NOUN
cana-6243	102	23	types	type	NOUN
cana-6243	102	24	.	.	PUNCT
cana-6243	103	1	➢	➢	VERB
cana-6243	103	2	flat	flat	ADJ
cana-6243	103	3	slab	slab	NOUN
cana-6243	103	4	with	with	ADP
cana-6243	103	5	drop	drop	NOUN
cana-6243	103	6	consistently	consistently	ADV
cana-6243	103	7	shows	show	VERB
cana-6243	103	8	higher	high	ADJ
cana-6243	103	9	time	time	NOUN
cana-6243	103	10	periods	period	NOUN
cana-6243	103	11	than	than	ADP
cana-6243	103	12	the	the	DET
cana-6243	103	13	conventional	conventional	ADJ
cana-6243	103	14	slab	slab	NOUN
cana-6243	103	15	across	across	ADP
cana-6243	103	16	all	all	DET
cana-6243	103	17	storeys	storey	NOUN
cana-6243	103	18	.	.	PUNCT
cana-6243	104	1	➢	➢	VERB
cana-6243	104	2	flat	flat	ADJ
cana-6243	104	3	slab	slab	NOUN
cana-6243	104	4	with	with	ADP
cana-6243	104	5	drop	drop	NOUN
cana-6243	104	6	may	may	AUX
cana-6243	104	7	be	be	AUX
cana-6243	104	8	easier	easy	ADJ
cana-6243	104	9	and	and	CCONJ
cana-6243	104	10	faster	fast	ADV
cana-6243	104	11	to	to	PART
cana-6243	104	12	construct	construct	VERB
cana-6243	104	13	,	,	PUNCT
cana-6243	104	14	extra	extra	ADJ
cana-6243	104	15	care	care	NOUN
cana-6243	104	16	must	must	AUX
cana-6243	104	17	be	be	AUX
cana-6243	104	18	taken	take	VERB
cana-6243	104	19	in	in	ADP
cana-6243	104	20	seismic	seismic	ADJ
cana-6243	104	21	zones	zone	NOUN
cana-6243	104	22	due	due	ADP
cana-6243	104	23	to	to	ADP
cana-6243	104	24	its	its	PRON
cana-6243	104	25	more	more	ADV
cana-6243	104	26	flexible	flexible	ADJ
cana-6243	104	27	nature	nature	NOUN
cana-6243	104	28	.	.	PUNCT
cana-6243	105	1	➢	➢	VERB
cana-6243	105	2	the	the	DET
cana-6243	105	3	flat	flat	ADJ
cana-6243	105	4	slab	slab	NOUN
cana-6243	105	5	with	with	ADP
cana-6243	105	6	drop	drop	NOUN
cana-6243	105	7	system	system	NOUN
cana-6243	105	8	exhibits	exhibit	VERB
cana-6243	105	9	higher	high	ADJ
cana-6243	105	10	time	time	NOUN
cana-6243	105	11	periods	period	NOUN
cana-6243	105	12	,	,	PUNCT
cana-6243	105	13	indicating	indicate	VERB
cana-6243	105	14	it	it	PRON
cana-6243	105	15	is	be	AUX
cana-6243	105	16	more	more	ADV
cana-6243	105	17	flexible	flexible	ADJ
cana-6243	105	18	or	or	CCONJ
cana-6243	105	19	has	have	VERB
cana-6243	105	20	lower	low	ADJ
cana-6243	105	21	stiffness	stiffness	NOUN
cana-6243	105	22	compared	compare	VERB
cana-6243	105	23	to	to	ADP
cana-6243	105	24	the	the	DET
cana-6243	105	25	conventional	conventional	ADJ
cana-6243	105	26	slab	slab	NOUN
cana-6243	105	27	system	system	NOUN
cana-6243	105	28	.	.	PUNCT
cana-6243	106	1	0	0	NUM
cana-6243	107	1	5	5	NUM
cana-6243	107	2	10	10	NUM
cana-6243	107	3	15	15	NUM
cana-6243	107	4	20	20	NUM
cana-6243	107	5	1	1	NUM
cana-6243	107	6	2	2	NUM
cana-6243	107	7	3	3	NUM
cana-6243	107	8	4	4	NUM
cana-6243	107	9	5	5	NUM
cana-6243	107	10	6	6	NUM
cana-6243	107	11	7	7	NUM
cana-6243	107	12	8	8	NUM
cana-6243	107	13	9	9	NUM
cana-6243	107	14	10	10	NUM
cana-6243	107	15	11	11	NUM
cana-6243	107	16	12	12	NUM
cana-6243	107	17	13	13	NUM
cana-6243	107	18	14	14	NUM
cana-6243	107	19	15	15	NUM
cana-6243	107	20	16	16	NUM
cana-6243	107	21	sorey	sorey	PROPN
cana-6243	107	22	displacement	displacement	ADJ
cana-6243	107	23	y	y	PROPN
cana-6243	107	24	direction	direction	NOUN
cana-6243	107	25	flat	flat	ADJ
cana-6243	107	26	slab	slab	NOUN
cana-6243	107	27	conventional	conventional	ADJ
cana-6243	107	28	slab	slab	NOUN
cana-6243	107	29	communications	communication	NOUN
cana-6243	107	30	on	on	ADP
cana-6243	107	31	applied	apply	VERB
cana-6243	107	32	nonlinear	nonlinear	ADJ
cana-6243	107	33	analysis	analysis	NOUN
cana-6243	107	34	issn	issn	NOUN
cana-6243	107	35	:	:	PUNCT
cana-6243	107	36	1074	1074	NUM
cana-6243	107	37	-	-	PUNCT
cana-6243	107	38	133x	133x	NUM
cana-6243	107	39	vol	vol	NOUN
cana-6243	107	40	32	32	NUM
cana-6243	107	41	no	no	NOUN
cana-6243	107	42	.	.	PUNCT
cana-6243	108	1	2s	2s	NUM
cana-6243	108	2	(	(	PUNCT
cana-6243	108	3	2025	2025	NUM
cana-6243	108	4	)	)	PUNCT
cana-6243	108	5	634	634	NUM
cana-6243	108	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6243	108	7	➢	➢	VERB
cana-6243	108	8	the	the	DET
cana-6243	108	9	initial	initial	ADJ
cana-6243	108	10	time	time	NOUN
cana-6243	108	11	period	period	NOUN
cana-6243	108	12	at	at	ADP
cana-6243	108	13	storey	storey	NOUN
cana-6243	108	14	1	1	NUM
cana-6243	108	15	is	be	AUX
cana-6243	108	16	:	:	PUNCT
cana-6243	108	17	flat	flat	ADJ
cana-6243	108	18	slab	slab	NOUN
cana-6243	108	19	with	with	ADP
cana-6243	108	20	drop	drop	NOUN
cana-6243	108	21	:	:	PUNCT
cana-6243	108	22	2.759	2.759	NUM
cana-6243	108	23	sec	sec	PROPN
cana-6243	108	24	conventional	conventional	ADJ
cana-6243	108	25	slab	slab	NOUN
cana-6243	108	26	:	:	PUNCT
cana-6243	108	27	2.252	2.252	NUM
cana-6243	108	28	sec	sec	PROPN
cana-6243	108	29	fig.5.4	fig.5.4	PROPN
cana-6243	108	30	storey	storey	NOUN
cana-6243	108	31	drift	drift	NOUN
cana-6243	108	32	–	–	PUNCT
cana-6243	108	33	x	x	SYM
cana-6243	108	34	direction	direction	NOUN
cana-6243	108	35	➢	➢	VERB
cana-6243	108	36	flat	flat	ADJ
cana-6243	108	37	slab	slab	NOUN
cana-6243	108	38	with	with	ADP
cana-6243	108	39	drop	drop	NOUN
cana-6243	108	40	consistently	consistently	ADV
cana-6243	108	41	exhibits	exhibit	VERB
cana-6243	108	42	higher	high	ADJ
cana-6243	108	43	storey	storey	NOUN
cana-6243	108	44	drift	drift	NOUN
cana-6243	108	45	values	value	NOUN
cana-6243	108	46	than	than	ADP
cana-6243	108	47	the	the	DET
cana-6243	108	48	conventional	conventional	ADJ
cana-6243	108	49	slab	slab	NOUN
cana-6243	108	50	.	.	PUNCT
cana-6243	109	1	➢	➢	PROPN
cana-6243	109	2	peak	peak	PROPN
cana-6243	109	3	drift	drift	NOUN
cana-6243	109	4	occurs	occur	VERB
cana-6243	109	5	between	between	ADP
cana-6243	109	6	storeys	storey	NOUN
cana-6243	109	7	4	4	NUM
cana-6243	109	8	to	to	PART
cana-6243	109	9	6	6	NUM
cana-6243	109	10	,	,	PUNCT
cana-6243	109	11	where	where	SCONJ
cana-6243	109	12	lateral	lateral	ADJ
cana-6243	109	13	deformation	deformation	NOUN
cana-6243	109	14	is	be	AUX
cana-6243	109	15	most	most	ADV
cana-6243	109	16	critical	critical	ADJ
cana-6243	109	17	.	.	PUNCT
cana-6243	110	1	➢	➢	VERB
cana-6243	110	2	drift	drift	NOUN
cana-6243	110	3	increases	increase	NOUN
cana-6243	110	4	with	with	ADP
cana-6243	110	5	height	height	NOUN
cana-6243	110	6	initially	initially	ADV
cana-6243	110	7	,	,	PUNCT
cana-6243	110	8	peaks	peak	NOUN
cana-6243	110	9	around	around	ADP
cana-6243	110	10	the	the	DET
cana-6243	110	11	mid	mid	NOUN
cana-6243	110	12	-	-	NOUN
cana-6243	110	13	height	height	NOUN
cana-6243	110	14	of	of	ADP
cana-6243	110	15	the	the	DET
cana-6243	110	16	structure	structure	NOUN
cana-6243	110	17	,	,	PUNCT
cana-6243	110	18	and	and	CCONJ
cana-6243	110	19	then	then	ADV
cana-6243	110	20	decreases	decrease	VERB
cana-6243	110	21	toward	toward	ADP
cana-6243	110	22	the	the	DET
cana-6243	110	23	top	top	ADJ
cana-6243	110	24	floors	floor	NOUN
cana-6243	110	25	.	.	PUNCT
cana-6243	111	1	➢	➢	VERB
cana-6243	111	2	flat	flat	ADJ
cana-6243	111	3	slab	slab	NOUN
cana-6243	111	4	with	with	ADP
cana-6243	111	5	drop	drop	NOUN
cana-6243	111	6	systems	system	NOUN
cana-6243	111	7	have	have	VERB
cana-6243	111	8	higher	high	ADJ
cana-6243	111	9	storey	storey	NOUN
cana-6243	111	10	drift	drift	NOUN
cana-6243	111	11	,	,	PUNCT
cana-6243	111	12	which	which	PRON
cana-6243	111	13	confirms	confirm	VERB
cana-6243	111	14	earlier	early	ADJ
cana-6243	111	15	findings	finding	NOUN
cana-6243	111	16	➢	➢	VERB
cana-6243	111	17	conventional	conventional	ADJ
cana-6243	111	18	slabs	slab	NOUN
cana-6243	111	19	offer	offer	VERB
cana-6243	111	20	better	well	ADJ
cana-6243	111	21	lateral	lateral	ADJ
cana-6243	111	22	stiffness	stiffness	NOUN
cana-6243	111	23	and	and	CCONJ
cana-6243	111	24	are	be	AUX
cana-6243	111	25	more	more	ADV
cana-6243	111	26	resistant	resistant	ADJ
cana-6243	111	27	to	to	ADP
cana-6243	111	28	inter	inter	ADJ
cana-6243	111	29	-	-	NOUN
cana-6243	111	30	storey	storey	ADJ
cana-6243	111	31	displacement	displacement	NOUN
cana-6243	111	32	under	under	ADP
cana-6243	111	33	lateral	lateral	ADJ
cana-6243	111	34	loads	load	NOUN
cana-6243	111	35	(	(	PUNCT
cana-6243	111	36	e.g.	e.g.	ADV
cana-6243	111	37	,	,	PUNCT
cana-6243	111	38	earthquakes	earthquake	NOUN
cana-6243	111	39	)	)	PUNCT
cana-6243	111	40	.	.	PUNCT
cana-6243	112	1	➢	➢	VERB
cana-6243	112	2	maximum	maximum	ADJ
cana-6243	112	3	drift	drift	NOUN
cana-6243	112	4	:	:	PUNCT
cana-6243	112	5	•	•	NUM
cana-6243	112	6	flat	flat	ADJ
cana-6243	112	7	slab	slab	NOUN
cana-6243	112	8	with	with	ADP
cana-6243	112	9	drop	drop	NOUN
cana-6243	112	10	:	:	PUNCT
cana-6243	112	11	~0.000552	~0.000552	PUNCT
cana-6243	112	12	at	at	ADP
cana-6243	112	13	storey	storey	NOUN
cana-6243	112	14	5	5	NUM
cana-6243	112	15	•	•	NUM
cana-6243	112	16	conventional	conventional	ADJ
cana-6243	112	17	slab	slab	NOUN
cana-6243	112	18	:	:	PUNCT
cana-6243	112	19	~0.000448	~0.000448	PUNCT
cana-6243	112	20	at	at	ADP
cana-6243	112	21	storey	storey	NOUN
cana-6243	112	22	6	6	NUM
cana-6243	112	23	fig.5.5	fig.5.5	PROPN
cana-6243	112	24	story	story	NOUN
cana-6243	112	25	drift	drift	NOUN
cana-6243	112	26	–	–	PUNCT
cana-6243	112	27	y	y	PROPN
cana-6243	112	28	direction	direction	NOUN
cana-6243	112	29	0.000000	0.000000	NUM
cana-6243	112	30	0.000200	0.000200	NUM
cana-6243	112	31	0.000400	0.000400	NUM
cana-6243	112	32	0.000600	0.000600	NUM
cana-6243	112	33	1	1	NUM
cana-6243	112	34	2	2	NUM
cana-6243	112	35	3	3	NUM
cana-6243	112	36	4	4	NUM
cana-6243	112	37	5	5	NUM
cana-6243	112	38	6	6	NUM
cana-6243	112	39	7	7	NUM
cana-6243	112	40	8	8	NUM
cana-6243	112	41	9	9	NUM
cana-6243	112	42	10	10	NUM
cana-6243	112	43	11	11	NUM
cana-6243	112	44	12	12	NUM
cana-6243	112	45	13	13	NUM
cana-6243	112	46	14	14	NUM
cana-6243	112	47	15	15	NUM
cana-6243	112	48	16	16	NUM
cana-6243	112	49	story	story	NOUN
cana-6243	112	50	drift	drift	NOUN
cana-6243	112	51	y	y	PROPN
cana-6243	112	52	direction	direction	NOUN
cana-6243	112	53	flat	flat	ADJ
cana-6243	112	54	slab	slab	NOUN
cana-6243	112	55	conventional	conventional	ADJ
cana-6243	112	56	slab	slab	NOUN
cana-6243	112	57	0	0	NUM
cana-6243	113	1	0.0002	0.0002	NUM
cana-6243	113	2	0.0004	0.0004	NUM
cana-6243	113	3	0.0006	0.0006	NUM
cana-6243	113	4	1	1	NUM
cana-6243	113	5	2	2	NUM
cana-6243	113	6	3	3	NUM
cana-6243	113	7	4	4	NUM
cana-6243	113	8	5	5	NUM
cana-6243	113	9	6	6	NUM
cana-6243	113	10	7	7	NUM
cana-6243	113	11	8	8	NUM
cana-6243	113	12	9	9	NUM
cana-6243	113	13	10	10	NUM
cana-6243	113	14	11	11	NUM
cana-6243	113	15	12	12	NUM
cana-6243	113	16	13	13	NUM
cana-6243	113	17	14	14	NUM
cana-6243	113	18	15	15	NUM
cana-6243	113	19	16	16	NUM
cana-6243	113	20	story	story	NOUN
cana-6243	113	21	drift	drift	NOUN
cana-6243	113	22	x	x	PUNCT
cana-6243	113	23	direction	direction	NOUN
cana-6243	113	24	flat	flat	ADJ
cana-6243	113	25	slab	slab	NOUN
cana-6243	113	26	conventional	conventional	ADJ
cana-6243	113	27	slab	slab	NOUN
cana-6243	113	28	communications	communication	NOUN
cana-6243	113	29	on	on	ADP
cana-6243	113	30	applied	apply	VERB
cana-6243	113	31	nonlinear	nonlinear	ADJ
cana-6243	113	32	analysis	analysis	NOUN
cana-6243	113	33	issn	issn	NOUN
cana-6243	113	34	:	:	PUNCT
cana-6243	113	35	1074	1074	NUM
cana-6243	113	36	-	-	PUNCT
cana-6243	113	37	133x	133x	NUM
cana-6243	113	38	vol	vol	NOUN
cana-6243	113	39	32	32	NUM
cana-6243	113	40	no	no	NOUN
cana-6243	113	41	.	.	PUNCT
cana-6243	114	1	2s	2s	NUM
cana-6243	114	2	(	(	PUNCT
cana-6243	114	3	2025	2025	NUM
cana-6243	114	4	)	)	PUNCT
cana-6243	114	5	635	635	NUM
cana-6243	114	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6243	114	7	•	•	NOUN
cana-6243	114	8	the	the	DET
cana-6243	114	9	flat	flat	ADJ
cana-6243	114	10	slab	slab	NOUN
cana-6243	114	11	with	with	ADP
cana-6243	114	12	drop	drop	NOUN
cana-6243	114	13	system	system	NOUN
cana-6243	114	14	shows	show	VERB
cana-6243	114	15	higher	high	ADJ
cana-6243	114	16	storey	storey	NOUN
cana-6243	114	17	drift	drift	NOUN
cana-6243	114	18	values	value	NOUN
cana-6243	114	19	than	than	ADP
cana-6243	114	20	the	the	DET
cana-6243	114	21	conventional	conventional	ADJ
cana-6243	114	22	slab	slab	NOUN
cana-6243	114	23	throughout	throughout	ADP
cana-6243	114	24	all	all	DET
cana-6243	114	25	levels	level	NOUN
cana-6243	114	26	.	.	PUNCT
cana-6243	115	1	•	•	NUM
cana-6243	115	2	the	the	DET
cana-6243	115	3	peak	peak	NOUN
cana-6243	115	4	drift	drift	NOUN
cana-6243	115	5	in	in	ADP
cana-6243	115	6	the	the	DET
cana-6243	115	7	flat	flat	ADJ
cana-6243	115	8	slab	slab	NOUN
cana-6243	115	9	system	system	NOUN
cana-6243	115	10	exceeds	exceed	VERB
cana-6243	115	11	that	that	PRON
cana-6243	115	12	of	of	ADP
cana-6243	115	13	the	the	DET
cana-6243	115	14	conventional	conventional	ADJ
cana-6243	115	15	slab	slab	NOUN
cana-6243	115	16	by	by	ADP
cana-6243	115	17	~25	~25	NOUN
cana-6243	115	18	%	%	NOUN
cana-6243	115	19	,	,	PUNCT
cana-6243	115	20	indicating	indicate	VERB
cana-6243	115	21	a	a	DET
cana-6243	115	22	more	more	ADV
cana-6243	115	23	flexible	flexible	ADJ
cana-6243	115	24	structure	structure	NOUN
cana-6243	115	25	.	.	PUNCT
cana-6243	116	1	•	•	NUM
cana-6243	116	2	code	code	NOUN
cana-6243	116	3	compliance	compliance	NOUN
cana-6243	116	4	concern	concern	NOUN
cana-6243	116	5	:	:	PUNCT
cana-6243	116	6	if	if	SCONJ
cana-6243	116	7	the	the	DET
cana-6243	116	8	maximum	maximum	ADJ
cana-6243	116	9	drift	drift	NOUN
cana-6243	116	10	exceeds	exceed	VERB
cana-6243	116	11	code	code	NOUN
cana-6243	116	12	limits	limit	NOUN
cana-6243	116	13	(	(	PUNCT
cana-6243	116	14	typically	typically	ADV
cana-6243	116	15	around	around	ADV
cana-6243	116	16	0.004	0.004	NUM
cana-6243	116	17	for	for	ADP
cana-6243	116	18	seismic	seismic	ADJ
cana-6243	116	19	)	)	PUNCT
cana-6243	116	20	,	,	PUNCT
cana-6243	116	21	the	the	DET
cana-6243	116	22	flat	flat	ADJ
cana-6243	116	23	slab	slab	NOUN
cana-6243	116	24	system	system	NOUN
cana-6243	116	25	may	may	AUX
cana-6243	116	26	require	require	VERB
cana-6243	116	27	stiffness	stiffness	ADJ
cana-6243	116	28	enhancement	enhancement	NOUN
cana-6243	116	29	.	.	PUNCT
cana-6243	117	1	•	•	NUM
cana-6243	117	2	the	the	DET
cana-6243	117	3	conventional	conventional	ADJ
cana-6243	117	4	slab	slab	NOUN
cana-6243	117	5	system	system	NOUN
cana-6243	117	6	provides	provide	VERB
cana-6243	117	7	better	well	ADJ
cana-6243	117	8	lateral	lateral	ADJ
cana-6243	117	9	stiffness	stiffness	NOUN
cana-6243	117	10	and	and	CCONJ
cana-6243	117	11	drift	drift	NOUN
cana-6243	117	12	control	control	NOUN
cana-6243	117	13	,	,	PUNCT
cana-6243	117	14	making	make	VERB
cana-6243	117	15	it	it	PRON
cana-6243	117	16	more	more	ADV
cana-6243	117	17	suitable	suitable	ADJ
cana-6243	117	18	for	for	ADP
cana-6243	117	19	seismic	seismic	ADJ
cana-6243	117	20	zones	zone	NOUN
cana-6243	117	21	.	.	PUNCT
cana-6243	118	1	fig.5.6	fig.5.6	ADJ
cana-6243	118	2	base	base	NOUN
cana-6243	118	3	shear	shear	NOUN
cana-6243	118	4	–	–	PUNCT
cana-6243	118	5	x	x	X
cana-6243	118	6	direction	direction	NOUN
cana-6243	118	7	➢	➢	VERB
cana-6243	118	8	flat	flat	ADJ
cana-6243	118	9	slab	slab	NOUN
cana-6243	118	10	with	with	ADP
cana-6243	118	11	drop	drop	NOUN
cana-6243	118	12	:	:	PUNCT
cana-6243	118	13	lower	low	ADJ
cana-6243	118	14	base	base	NOUN
cana-6243	118	15	shear	shear	NOUN
cana-6243	118	16	values	value	NOUN
cana-6243	118	17	across	across	ADP
cana-6243	118	18	all	all	DET
cana-6243	118	19	storeys	storey	NOUN
cana-6243	118	20	.	.	PUNCT
cana-6243	119	1	➢	➢	VERB
cana-6243	119	2	conventional	conventional	ADJ
cana-6243	119	3	slab	slab	NOUN
cana-6243	119	4	:	:	PUNCT
cana-6243	119	5	significantly	significantly	ADV
cana-6243	119	6	higher	high	ADJ
cana-6243	119	7	base	base	ADJ
cana-6243	119	8	shear	shear	NOUN
cana-6243	119	9	throughout	throughout	ADV
cana-6243	119	10	,	,	PUNCT
cana-6243	119	11	peaking	peak	VERB
cana-6243	119	12	at	at	ADP
cana-6243	119	13	lower	low	ADJ
cana-6243	119	14	storeys	storey	NOUN
cana-6243	119	15	.	.	PUNCT
cana-6243	120	1	➢	➢	NOUN
cana-6243	120	2	base	base	NOUN
cana-6243	120	3	shear	shear	NOUN
cana-6243	120	4	values	value	NOUN
cana-6243	120	5	for	for	ADP
cana-6243	120	6	both	both	DET
cana-6243	120	7	systems	system	NOUN
cana-6243	120	8	increase	increase	VERB
cana-6243	120	9	rapidly	rapidly	ADV
cana-6243	120	10	at	at	ADP
cana-6243	120	11	lower	low	ADJ
cana-6243	120	12	storeys	storey	NOUN
cana-6243	120	13	and	and	CCONJ
cana-6243	120	14	then	then	ADV
cana-6243	120	15	decrease	decrease	VERB
cana-6243	120	16	toward	toward	ADP
cana-6243	120	17	the	the	DET
cana-6243	120	18	top	top	NOUN
cana-6243	120	19	.	.	PUNCT
cana-6243	121	1	➢	➢	VERB
cana-6243	121	2	the	the	DET
cana-6243	121	3	conventional	conventional	ADJ
cana-6243	121	4	slab	slab	NOUN
cana-6243	121	5	curve	curve	NOUN
cana-6243	121	6	is	be	AUX
cana-6243	121	7	consistently	consistently	ADV
cana-6243	121	8	above	above	ADP
cana-6243	121	9	the	the	DET
cana-6243	121	10	flat	flat	ADJ
cana-6243	121	11	slab	slab	NOUN
cana-6243	121	12	curve	curve	NOUN
cana-6243	121	13	,	,	PUNCT
cana-6243	121	14	indicating	indicate	VERB
cana-6243	121	15	that	that	SCONJ
cana-6243	121	16	it	it	PRON
cana-6243	121	17	attracts	attract	VERB
cana-6243	121	18	more	more	ADJ
cana-6243	121	19	seismic	seismic	ADJ
cana-6243	121	20	force	force	NOUN
cana-6243	121	21	due	due	ADP
cana-6243	121	22	to	to	ADP
cana-6243	121	23	higher	high	ADJ
cana-6243	121	24	stiffness	stiffness	NOUN
cana-6243	121	25	.	.	PUNCT
cana-6243	122	1	•	•	NOUN
cana-6243	122	2	flat	flat	ADJ
cana-6243	122	3	slab	slab	NOUN
cana-6243	122	4	with	with	ADP
cana-6243	122	5	drop	drop	NOUN
cana-6243	122	6	:	:	PUNCT
cana-6243	122	7	1187.3	1187.3	NUM
cana-6243	122	8	kn	kn	NOUN
cana-6243	122	9	•	•	NUM
cana-6243	122	10	conventional	conventional	ADJ
cana-6243	122	11	slab	slab	NOUN
cana-6243	122	12	:	:	PUNCT
cana-6243	122	13	747.4	747.4	NUM
cana-6243	122	14	kn	kn	NOUN
cana-6243	122	15	➢	➢	NOUN
cana-6243	122	16	but	but	CCONJ
cana-6243	122	17	overall	overall	ADJ
cana-6243	122	18	:	:	PUNCT
cana-6243	122	19	•	•	NUM
cana-6243	122	20	total	total	ADJ
cana-6243	122	21	base	base	NOUN
cana-6243	122	22	shear	shear	NOUN
cana-6243	122	23	for	for	ADP
cana-6243	122	24	conventional	conventional	ADJ
cana-6243	122	25	slab	slab	NOUN
cana-6243	122	26	remains	remain	VERB
cana-6243	122	27	consistently	consistently	ADV
cana-6243	122	28	higher	high	ADJ
cana-6243	122	29	up	up	ADP
cana-6243	122	30	to	to	AUX
cana-6243	122	31	storey	storey	VERB
cana-6243	122	32	15	15	NUM
cana-6243	122	33	communications	communication	NOUN
cana-6243	122	34	on	on	ADP
cana-6243	122	35	applied	apply	VERB
cana-6243	122	36	nonlinear	nonlinear	ADJ
cana-6243	122	37	analysis	analysis	NOUN
cana-6243	122	38	issn	issn	NOUN
cana-6243	122	39	:	:	PUNCT
cana-6243	122	40	1074	1074	NUM
cana-6243	122	41	-	-	PUNCT
cana-6243	122	42	133x	133x	NUM
cana-6243	122	43	vol	vol	NOUN
cana-6243	122	44	32	32	NUM
cana-6243	122	45	no	no	NOUN
cana-6243	122	46	.	.	PUNCT
cana-6243	123	1	2s	2s	NUM
cana-6243	123	2	(	(	PUNCT
cana-6243	123	3	2025	2025	NUM
cana-6243	123	4	)	)	PUNCT
cana-6243	123	5	636	636	NUM
cana-6243	123	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6243	123	7	fig.5.7	fig.5.7	NOUN
cana-6243	123	8	base	base	NOUN
cana-6243	123	9	shear	shear	NOUN
cana-6243	123	10	–	–	PUNCT
cana-6243	123	11	y	y	PROPN
cana-6243	123	12	direction	direction	NOUN
cana-6243	123	13	6	6	NUM
cana-6243	123	14	.	.	PUNCT
cana-6243	123	15	conclusion	conclusion	NOUN
cana-6243	123	16	based	base	VERB
cana-6243	123	17	on	on	ADP
cana-6243	123	18	the	the	DET
cana-6243	123	19	comparative	comparative	ADJ
cana-6243	123	20	analysis	analysis	NOUN
cana-6243	123	21	of	of	ADP
cana-6243	123	22	seismic	seismic	ADJ
cana-6243	123	23	parameters	parameter	NOUN
cana-6243	123	24	.	.	PUNCT
cana-6243	124	1	as	as	ADP
cana-6243	124	2	a	a	DET
cana-6243	124	3	result	result	NOUN
cana-6243	124	4	of	of	ADP
cana-6243	124	5	the	the	DET
cana-6243	124	6	work	work	NOUN
cana-6243	124	7	that	that	PRON
cana-6243	124	8	was	be	AUX
cana-6243	124	9	completed	complete	VERB
cana-6243	124	10	in	in	ADP
cana-6243	124	11	this	this	DET
cana-6243	124	12	study	study	NOUN
cana-6243	124	13	,	,	PUNCT
cana-6243	124	14	the	the	DET
cana-6243	124	15	following	follow	VERB
cana-6243	124	16	conclusions	conclusion	NOUN
cana-6243	124	17	were	be	AUX
cana-6243	124	18	made	make	VERB
cana-6243	124	19	:	:	PUNCT
cana-6243	124	20	•	•	NUM
cana-6243	124	21	storey	storey	NOUN
cana-6243	124	22	displacement	displacement	NOUN
cana-6243	124	23	:	:	PUNCT
cana-6243	124	24	flat	flat	ADJ
cana-6243	124	25	slab	slab	NOUN
cana-6243	124	26	with	with	ADP
cana-6243	124	27	drop	drop	NOUN
cana-6243	124	28	shows	show	VERB
cana-6243	124	29	approximately	approximately	ADV
cana-6243	124	30	18–25	18–25	NUM
cana-6243	124	31	%	%	NOUN
cana-6243	124	32	higher	high	ADJ
cana-6243	124	33	displacement	displacement	NOUN
cana-6243	124	34	than	than	ADP
cana-6243	124	35	conventional	conventional	ADJ
cana-6243	124	36	slabs	slab	NOUN
cana-6243	124	37	,	,	PUNCT
cana-6243	124	38	indicating	indicate	VERB
cana-6243	124	39	lower	low	ADJ
cana-6243	124	40	stiffness	stiffness	NOUN
cana-6243	124	41	.	.	PUNCT
cana-6243	125	1	•	•	NUM
cana-6243	125	2	storey	storey	NOUN
cana-6243	125	3	drift	drift	NOUN
cana-6243	125	4	:	:	PUNCT
cana-6243	125	5	flat	flat	ADJ
cana-6243	125	6	slab	slab	NOUN
cana-6243	125	7	systems	system	NOUN
cana-6243	125	8	exhibit	exhibit	VERB
cana-6243	125	9	15–20	15–20	NUM
cana-6243	125	10	%	%	NOUN
cana-6243	125	11	more	more	ADJ
cana-6243	125	12	drift	drift	NOUN
cana-6243	125	13	,	,	PUNCT
cana-6243	125	14	especially	especially	ADV
cana-6243	125	15	at	at	ADP
cana-6243	125	16	mid	mid	ADJ
cana-6243	125	17	-	-	ADJ
cana-6243	125	18	storey	storey	NOUN
cana-6243	125	19	levels	level	NOUN
cana-6243	125	20	,	,	PUNCT
cana-6243	125	21	due	due	ADP
cana-6243	125	22	to	to	ADP
cana-6243	125	23	reduced	reduce	VERB
cana-6243	125	24	lateral	lateral	ADJ
cana-6243	125	25	stiffness	stiffness	NOUN
cana-6243	125	26	.	.	PUNCT
cana-6243	126	1	•	•	NUM
cana-6243	126	2	time	time	NOUN
cana-6243	126	3	period	period	NOUN
cana-6243	126	4	:	:	PUNCT
cana-6243	126	5	the	the	DET
cana-6243	126	6	fundamental	fundamental	ADJ
cana-6243	126	7	time	time	NOUN
cana-6243	126	8	period	period	NOUN
cana-6243	126	9	for	for	ADP
cana-6243	126	10	flat	flat	ADJ
cana-6243	126	11	slabs	slab	NOUN
cana-6243	126	12	is	be	AUX
cana-6243	126	13	22.5	22.5	NUM
cana-6243	126	14	%	%	NOUN
cana-6243	126	15	longer	long	ADV
cana-6243	126	16	,	,	PUNCT
cana-6243	126	17	signifying	signify	VERB
cana-6243	126	18	higher	high	ADJ
cana-6243	126	19	flexibility	flexibility	NOUN
cana-6243	126	20	.	.	PUNCT
cana-6243	127	1	•	•	NUM
cana-6243	127	2	base	base	NOUN
cana-6243	127	3	shear	shear	NOUN
cana-6243	127	4	:	:	PUNCT
cana-6243	127	5	conventional	conventional	ADJ
cana-6243	127	6	slabs	slab	NOUN
cana-6243	127	7	attract	attract	VERB
cana-6243	127	8	approximately	approximately	ADV
cana-6243	127	9	35–40	35–40	NUM
cana-6243	127	10	%	%	NOUN
cana-6243	127	11	base	base	NOUN
cana-6243	127	12	shear	shear	NOUN
cana-6243	127	13	,	,	PUNCT
cana-6243	127	14	reflecting	reflect	VERB
cana-6243	127	15	their	their	PRON
cana-6243	127	16	higher	high	ADJ
cana-6243	127	17	stiffness	stiffness	NOUN
cana-6243	127	18	and	and	CCONJ
cana-6243	127	19	mass	mass	NOUN
cana-6243	127	20	interaction	interaction	NOUN
cana-6243	127	21	.	.	PUNCT
cana-6243	128	1	references	reference	NOUN
cana-6243	128	2	1	1	NUM
cana-6243	128	3	.	.	PUNCT
cana-6243	128	4	is	be	AUX
cana-6243	128	5	456:2000	456:2000	NUM
cana-6243	128	6	–	–	PUNCT
cana-6243	128	7	plain	plain	ADJ
cana-6243	128	8	and	and	CCONJ
cana-6243	128	9	reinforced	reinforce	VERB
cana-6243	128	10	concrete	concrete	ADJ
cana-6243	128	11	–	–	PUNCT
cana-6243	128	12	code	code	NOUN
cana-6243	128	13	of	of	ADP
cana-6243	128	14	practice	practice	NOUN
cana-6243	128	15	,	,	PUNCT
cana-6243	128	16	bureau	bureau	NOUN
cana-6243	128	17	of	of	ADP
cana-6243	128	18	indian	indian	PROPN
cana-6243	128	19	standards	standard	NOUN
cana-6243	128	20	,	,	PUNCT
cana-6243	128	21	new	new	ADJ
cana-6243	128	22	delhi	delhi	PROPN
cana-6243	128	23	.	.	PUNCT
cana-6243	129	1	2	2	X
cana-6243	129	2	.	.	X
cana-6243	129	3	is	be	AUX
cana-6243	129	4	875	875	NUM
cana-6243	129	5	(	(	PUNCT
cana-6243	129	6	part	part	NOUN
cana-6243	129	7	1	1	NUM
cana-6243	129	8	&	&	CCONJ
cana-6243	129	9	2):1987	2):1987	NUM
cana-6243	129	10	–	–	PUNCT
cana-6243	129	11	code	code	NOUN
cana-6243	129	12	of	of	ADP
cana-6243	129	13	practice	practice	NOUN
cana-6243	129	14	for	for	ADP
cana-6243	129	15	design	design	NOUN
cana-6243	129	16	loads	load	NOUN
cana-6243	129	17	(	(	PUNCT
cana-6243	129	18	other	other	ADJ
cana-6243	129	19	than	than	ADP
cana-6243	129	20	earthquake	earthquake	NOUN
cana-6243	129	21	)	)	PUNCT
cana-6243	129	22	for	for	ADP
cana-6243	129	23	buildings	building	NOUN
cana-6243	129	24	and	and	CCONJ
cana-6243	129	25	structures	structure	NOUN
cana-6243	129	26	,	,	PUNCT
cana-6243	129	27	bureau	bureau	NOUN
cana-6243	129	28	of	of	ADP
cana-6243	129	29	indian	indian	PROPN
cana-6243	129	30	standards	standard	NOUN
cana-6243	129	31	.	.	PUNCT
cana-6243	130	1	3	3	X
cana-6243	130	2	.	.	X
cana-6243	130	3	is	be	AUX
cana-6243	130	4	1893	1893	NUM
cana-6243	130	5	(	(	PUNCT
cana-6243	130	6	part	part	NOUN
cana-6243	130	7	1):2016	1):2016	NUM
cana-6243	130	8	–	–	PUNCT
cana-6243	130	9	criteria	criterion	NOUN
cana-6243	130	10	for	for	ADP
cana-6243	130	11	earthquake	earthquake	NOUN
cana-6243	130	12	resistant	resistant	ADJ
cana-6243	130	13	design	design	NOUN
cana-6243	130	14	of	of	ADP
cana-6243	130	15	structures	structure	NOUN
cana-6243	130	16	–	–	PUNCT
cana-6243	130	17	general	general	ADJ
cana-6243	130	18	provisions	provision	NOUN
cana-6243	130	19	and	and	CCONJ
cana-6243	130	20	buildings	building	NOUN
cana-6243	130	21	,	,	PUNCT
cana-6243	130	22	bureau	bureau	NOUN
cana-6243	130	23	of	of	ADP
cana-6243	130	24	indian	indian	PROPN
cana-6243	130	25	standards	standard	NOUN
cana-6243	130	26	.	.	PUNCT
cana-6243	131	1	4	4	X
cana-6243	131	2	.	.	X
cana-6243	131	3	a.k	a.k	PROPN
cana-6243	131	4	.	.	PROPN
cana-6243	131	5	jain	jain	PROPN
cana-6243	131	6	–	–	PUNCT
cana-6243	131	7	limit	limit	VERB
cana-6243	131	8	state	state	NOUN
cana-6243	131	9	design	design	NOUN
cana-6243	131	10	of	of	ADP
cana-6243	131	11	reinforced	reinforce	VERB
cana-6243	131	12	concrete	concrete	NOUN
cana-6243	131	13	,	,	PUNCT
cana-6243	131	14	nem	nem	PROPN
cana-6243	131	15	chand	chand	PROPN
cana-6243	131	16	&	&	CCONJ
cana-6243	131	17	bros	bros	PROPN
cana-6243	131	18	,	,	PUNCT
cana-6243	131	19	roorkee	roorkee	NOUN
cana-6243	131	20	.	.	PUNCT
cana-6243	132	1	5	5	X
cana-6243	132	2	.	.	X
cana-6243	132	3	m.	m.	NOUN
cana-6243	132	4	s.	s.	PROPN
cana-6243	132	5	shetty	shetty	PROPN
cana-6243	132	6	–	–	PUNCT
cana-6243	132	7	concrete	concrete	ADJ
cana-6243	132	8	technology	technology	NOUN
cana-6243	132	9	,	,	PUNCT
cana-6243	132	10	s.	s.	PROPN
cana-6243	132	11	chand	chand	PROPN
cana-6243	132	12	publishing	publishing	PROPN
cana-6243	132	13	.	.	PUNCT
cana-6243	133	1	6	6	NUM
cana-6243	133	2	.	.	X
cana-6243	133	3	etabs	etab	NOUN
cana-6243	133	4	user	user	NOUN
cana-6243	133	5	manual	manual	NOUN
cana-6243	133	6	,	,	PUNCT
cana-6243	133	7	computers	computer	NOUN
cana-6243	133	8	and	and	CCONJ
cana-6243	133	9	structures	structures	PROPN
cana-6243	133	10	inc	inc	PROPN
cana-6243	133	11	.	.	PROPN
cana-6243	133	12	(	(	PUNCT
cana-6243	133	13	csi	csi	PROPN
cana-6243	133	14	)	)	PUNCT
cana-6243	133	15	,	,	PUNCT
cana-6243	133	16	usa	usa	PROPN
cana-6243	133	17	.	.	PROPN
cana-6243	133	18	communications	communication	NOUN
cana-6243	133	19	on	on	ADP
cana-6243	133	20	applied	apply	VERB
cana-6243	133	21	nonlinear	nonlinear	ADJ
cana-6243	133	22	analysis	analysis	NOUN
cana-6243	133	23	issn	issn	NOUN
cana-6243	133	24	:	:	PUNCT
cana-6243	133	25	1074	1074	NUM
cana-6243	133	26	-	-	PUNCT
cana-6243	133	27	133x	133x	NUM
cana-6243	133	28	vol	vol	NOUN
cana-6243	133	29	32	32	NUM
cana-6243	133	30	no	no	NOUN
cana-6243	133	31	.	.	PUNCT
cana-6243	134	1	2s	2s	NUM
cana-6243	134	2	(	(	PUNCT
cana-6243	134	3	2025	2025	NUM
cana-6243	134	4	)	)	PUNCT
cana-6243	134	5	637	637	NUM
cana-6243	134	6	https://internationalpubls.com	https://internationalpubls.com	X
cana-6243	134	7	7	7	X
cana-6243	134	8	.	.	PUNCT
cana-6243	135	1	s.k	s.k	PROPN
cana-6243	135	2	.	.	PROPN
cana-6243	135	3	duggal	duggal	PROPN
cana-6243	135	4	(	(	PUNCT
cana-6243	135	5	2015	2015	NUM
cana-6243	135	6	)	)	PUNCT
cana-6243	135	7	–	–	PUNCT
cana-6243	135	8	earthquake	earthquake	NOUN
cana-6243	135	9	resistant	resistant	ADJ
cana-6243	135	10	design	design	NOUN
cana-6243	135	11	of	of	ADP
cana-6243	135	12	structures	structure	NOUN
cana-6243	135	13	,	,	PUNCT
cana-6243	135	14	oxford	oxford	PROPN
cana-6243	135	15	university	university	NOUN
cana-6243	135	16	press	press	NOUN
cana-6243	135	17	.	.	PUNCT
cana-6243	136	1	8	8	X
cana-6243	136	2	.	.	X
cana-6243	137	1	patil	patil	PROPN
cana-6243	137	2	,	,	PUNCT
cana-6243	137	3	s.s	s.s	PROPN
cana-6243	137	4	.	.	PROPN
cana-6243	137	5	&	&	CCONJ
cana-6243	137	6	bhandari	bhandari	PROPN
cana-6243	137	7	,	,	PUNCT
cana-6243	137	8	n.m	n.m	PROPN
cana-6243	137	9	.	.	PROPN
cana-6243	137	10	(	(	PUNCT
cana-6243	137	11	2014	2014	NUM
cana-6243	137	12	)	)	PUNCT
cana-6243	137	13	–	–	PUNCT
cana-6243	137	14	comparative	comparative	ADJ
cana-6243	137	15	study	study	NOUN
cana-6243	137	16	of	of	ADP
cana-6243	137	17	seismic	seismic	ADJ
cana-6243	137	18	performance	performance	NOUN
cana-6243	137	19	of	of	ADP
cana-6243	137	20	flat	flat	ADJ
cana-6243	137	21	slab	slab	NOUN
cana-6243	137	22	and	and	CCONJ
cana-6243	137	23	conventional	conventional	ADJ
cana-6243	137	24	slab	slab	NOUN
cana-6243	137	25	structures	structure	NOUN
cana-6243	137	26	,	,	PUNCT
cana-6243	137	27	international	international	ADJ
cana-6243	137	28	journal	journal	NOUN
cana-6243	137	29	of	of	ADP
cana-6243	137	30	engineering	engineering	PROPN
cana-6243	137	31	research	research	NOUN
cana-6243	137	32	&	&	CCONJ
cana-6243	137	33	technology	technology	PROPN
cana-6243	137	34	(	(	PUNCT
cana-6243	137	35	ijert	ijert	PROPN
cana-6243	137	36	)	)	PUNCT
cana-6243	137	37	,	,	PUNCT
cana-6243	137	38	vol	vol	NOUN
cana-6243	137	39	.	.	PROPN
cana-6243	137	40	3	3	NUM
cana-6243	137	41	,	,	PUNCT
cana-6243	137	42	issue	issue	NOUN
cana-6243	137	43	5	5	NUM
cana-6243	137	44	.	.	NOUN
cana-6243	137	45	9	9	NUM
cana-6243	137	46	.	.	X
cana-6243	137	47	kumar	kumar	PROPN
cana-6243	137	48	,	,	PUNCT
cana-6243	137	49	r.	r.	PROPN
cana-6243	137	50	,	,	PUNCT
cana-6243	137	51	&	&	CCONJ
cana-6243	137	52	mohan	mohan	PROPN
cana-6243	137	53	,	,	PUNCT
cana-6243	137	54	s.	s.	PROPN
cana-6243	137	55	(	(	PUNCT
cana-6243	137	56	2017	2017	NUM
cana-6243	137	57	)	)	PUNCT
cana-6243	137	58	–	–	PUNCT
cana-6243	137	59	seismic	seismic	ADJ
cana-6243	137	60	performance	performance	NOUN
cana-6243	137	61	analysis	analysis	NOUN
cana-6243	137	62	of	of	ADP
cana-6243	137	63	rc	rc	PROPN
cana-6243	137	64	flat	flat	ADJ
cana-6243	137	65	slab	slab	NOUN
cana-6243	137	66	structures	structure	NOUN
cana-6243	137	67	,	,	PUNCT
cana-6243	137	68	international	international	ADJ
cana-6243	137	69	journal	journal	NOUN
cana-6243	137	70	of	of	ADP
cana-6243	137	71	civil	civil	ADJ
cana-6243	137	72	engineering	engineering	NOUN
cana-6243	137	73	and	and	CCONJ
cana-6243	137	74	technology	technology	NOUN
cana-6243	137	75	(	(	PUNCT
cana-6243	137	76	ijciet	ijciet	NOUN
cana-6243	137	77	)	)	PUNCT
cana-6243	137	78	,	,	PUNCT
cana-6243	137	79	vol	vol	NOUN
cana-6243	137	80	.	.	PROPN
cana-6243	137	81	8	8	NUM
cana-6243	137	82	,	,	PUNCT
cana-6243	137	83	issue	issue	NOUN
cana-6243	137	84	4	4	NUM
cana-6243	137	85	.	.	NOUN
cana-6243	137	86	10	10	NUM
cana-6243	137	87	.	.	PUNCT
cana-6243	138	1	thakur	thakur	PROPN
cana-6243	138	2	,	,	PUNCT
cana-6243	138	3	s.	s.	PROPN
cana-6243	138	4	&	&	CCONJ
cana-6243	138	5	varghese	varghese	PROPN
cana-6243	138	6	,	,	PUNCT
cana-6243	138	7	s.	s.	PROPN
cana-6243	138	8	(	(	PUNCT
cana-6243	138	9	2016	2016	NUM
cana-6243	138	10	)	)	PUNCT
cana-6243	138	11	–	–	PUNCT
cana-6243	138	12	comparative	comparative	ADJ
cana-6243	138	13	study	study	NOUN
cana-6243	138	14	of	of	ADP
cana-6243	138	15	rc	rc	PROPN
cana-6243	138	16	flat	flat	ADJ
cana-6243	138	17	slab	slab	NOUN
cana-6243	138	18	and	and	CCONJ
cana-6243	138	19	beamslab	beamslab	NOUN
cana-6243	138	20	systems	system	NOUN
cana-6243	138	21	under	under	ADP
cana-6243	138	22	earthquake	earthquake	NOUN
cana-6243	138	23	loads	load	NOUN
cana-6243	138	24	,	,	PUNCT
cana-6243	138	25	international	international	ADJ
cana-6243	138	26	research	research	NOUN
cana-6243	138	27	journal	journal	NOUN
cana-6243	138	28	of	of	ADP
cana-6243	138	29	engineering	engineering	NOUN
cana-6243	138	30	and	and	CCONJ
cana-6243	138	31	technology	technology	NOUN
cana-6243	138	32	(	(	PUNCT
cana-6243	138	33	irjet	irjet	NOUN
cana-6243	138	34	)	)	PUNCT
cana-6243	138	35	,	,	PUNCT
cana-6243	138	36	vol	vol	NOUN
cana-6243	138	37	.	.	PROPN
cana-6243	138	38	3	3	NUM
cana-6243	138	39	,	,	PUNCT
cana-6243	138	40	issue	issue	NOUN
cana-6243	138	41	9	9	NUM
cana-6243	138	42	.	.	PUNCT