id	sid	tid	token	lemma	pos
kp78gf09m2n	1	1	the	the	DET
kp78gf09m2n	1	2	seismic	seismic	ADJ
kp78gf09m2n	1	3	design	design	NOUN
kp78gf09m2n	1	4	,	,	PUNCT
kp78gf09m2n	1	5	analysis	analysis	NOUN
kp78gf09m2n	1	6	,	,	PUNCT
kp78gf09m2n	1	7	and	and	CCONJ
kp78gf09m2n	1	8	large	large	ADJ
kp78gf09m2n	1	9	-	-	PUNCT
kp78gf09m2n	1	10	scale	scale	NOUN
kp78gf09m2n	1	11	experimental	experimental	ADJ
kp78gf09m2n	1	12	evaluation	evaluation	NOUN
kp78gf09m2n	1	13	of	of	ADP
kp78gf09m2n	1	14	a	a	DET
kp78gf09m2n	1	15	novel	novel	ADJ
kp78gf09m2n	1	16	multi	multi	ADJ
kp78gf09m2n	1	17	-	-	NOUN
kp78gf09m2n	1	18	story	story	NOUN
kp78gf09m2n	1	19	coupled	couple	VERB
kp78gf09m2n	1	20	shear	shear	ADJ
kp78gf09m2n	1	21	wall	wall	NOUN
kp78gf09m2n	1	22	system	system	NOUN
kp78gf09m2n	1	23	with	with	ADP
kp78gf09m2n	1	24	post	post	ADJ
kp78gf09m2n	1	25	-	-	ADJ
kp78gf09m2n	1	26	tensioned	tensioned	ADJ
kp78gf09m2n	1	27	coupling	coupling	NOUN
kp78gf09m2n	1	28	beams	beam	NOUN
kp78gf09m2n	1	29	are	be	AUX
kp78gf09m2n	1	30	presented	present	VERB
kp78gf09m2n	1	31	in	in	ADP
kp78gf09m2n	1	32	this	this	DET
kp78gf09m2n	1	33	dissertation	dissertation	NOUN
kp78gf09m2n	1	34	.	.	PUNCT
kp78gf09m2n	2	1	in	in	ADP
kp78gf09m2n	2	2	this	this	DET
kp78gf09m2n	2	3	new	new	ADJ
kp78gf09m2n	2	4	system	system	NOUN
kp78gf09m2n	2	5	,	,	PUNCT
kp78gf09m2n	2	6	high	high	ADJ
kp78gf09m2n	2	7	-	-	PUNCT
kp78gf09m2n	2	8	strength	strength	NOUN
kp78gf09m2n	2	9	unbonded	unbonded	ADJ
kp78gf09m2n	2	10	post	post	ADJ
kp78gf09m2n	2	11	-	-	ADJ
kp78gf09m2n	2	12	tensioning	tensioning	ADJ
kp78gf09m2n	2	13	(	(	PUNCT
kp78gf09m2n	2	14	pt	pt	PROPN
kp78gf09m2n	2	15	)	)	PUNCT
kp78gf09m2n	2	16	strands	strand	NOUN
kp78gf09m2n	2	17	are	be	AUX
kp78gf09m2n	2	18	used	use	VERB
kp78gf09m2n	2	19	to	to	PART
kp78gf09m2n	2	20	couple	couple	NOUN
kp78gf09m2n	2	21	(	(	PUNCT
kp78gf09m2n	2	22	i.e.	i.e.	X
kp78gf09m2n	2	23	,	,	PUNCT
kp78gf09m2n	2	24	link	link	NOUN
kp78gf09m2n	2	25	)	)	PUNCT
kp78gf09m2n	2	26	reinforced	reinforce	VERB
kp78gf09m2n	2	27	concrete	concrete	NOUN
kp78gf09m2n	2	28	(	(	PUNCT
kp78gf09m2n	2	29	rc	rc	NOUN
kp78gf09m2n	2	30	)	)	PUNCT
kp78gf09m2n	2	31	shear	shear	NOUN
kp78gf09m2n	2	32	wall	wall	NOUN
kp78gf09m2n	2	33	piers	pier	NOUN
kp78gf09m2n	2	34	for	for	ADP
kp78gf09m2n	2	35	primary	primary	ADJ
kp78gf09m2n	2	36	lateral	lateral	ADJ
kp78gf09m2n	2	37	load	load	NOUN
kp78gf09m2n	2	38	resistance	resistance	NOUN
kp78gf09m2n	2	39	in	in	ADP
kp78gf09m2n	2	40	building	building	NOUN
kp78gf09m2n	2	41	structures	structure	NOUN
kp78gf09m2n	2	42	.	.	PUNCT
kp78gf09m2n	3	1	reversed	reversed	ADJ
kp78gf09m2n	3	2	-	-	PUNCT
kp78gf09m2n	3	3	cyclic	cyclic	ADJ
kp78gf09m2n	3	4	quasi	quasi	ADJ
kp78gf09m2n	3	5	-	-	ADJ
kp78gf09m2n	3	6	static	static	ADJ
kp78gf09m2n	3	7	testing	testing	NOUN
kp78gf09m2n	3	8	of	of	ADP
kp78gf09m2n	3	9	two	two	NUM
kp78gf09m2n	3	10	40%-scale	40%-scale	NUM
kp78gf09m2n	3	11	coupled	couple	VERB
kp78gf09m2n	3	12	wall	wall	NOUN
kp78gf09m2n	3	13	specimens	specimen	NOUN
kp78gf09m2n	3	14	with	with	ADP
kp78gf09m2n	3	15	the	the	DET
kp78gf09m2n	3	16	proposed	propose	VERB
kp78gf09m2n	3	17	details	detail	NOUN
kp78gf09m2n	3	18	were	be	AUX
kp78gf09m2n	3	19	conducted	conduct	VERB
kp78gf09m2n	3	20	to	to	PART
kp78gf09m2n	3	21	evaluate	evaluate	VERB
kp78gf09m2n	3	22	the	the	DET
kp78gf09m2n	3	23	system	system	NOUN
kp78gf09m2n	3	24	according	accord	VERB
kp78gf09m2n	3	25	to	to	ADP
kp78gf09m2n	3	26	the	the	DET
kp78gf09m2n	3	27	requirements	requirement	NOUN
kp78gf09m2n	3	28	of	of	ADP
kp78gf09m2n	3	29	the	the	DET
kp78gf09m2n	3	30	american	american	PROPN
kp78gf09m2n	3	31	concrete	concrete	PROPN
kp78gf09m2n	3	32	institute	institute	PROPN
kp78gf09m2n	3	33	(	(	PUNCT
kp78gf09m2n	3	34	aci	aci	PROPN
kp78gf09m2n	3	35	)	)	PUNCT
kp78gf09m2n	3	36	.	.	PUNCT
kp78gf09m2n	4	1	the	the	DET
kp78gf09m2n	4	2	laboratory	laboratory	NOUN
kp78gf09m2n	4	3	specimens	specimen	NOUN
kp78gf09m2n	4	4	represented	represent	VERB
kp78gf09m2n	4	5	the	the	DET
kp78gf09m2n	4	6	most	most	ADV
kp78gf09m2n	4	7	critical	critical	ADJ
kp78gf09m2n	4	8	bottom	bottom	NOUN
kp78gf09m2n	4	9	three	three	NUM
kp78gf09m2n	4	10	stories	story	NOUN
kp78gf09m2n	4	11	of	of	ADP
kp78gf09m2n	4	12	an	an	DET
kp78gf09m2n	4	13	eight	eight	NUM
kp78gf09m2n	4	14	-	-	PUNCT
kp78gf09m2n	4	15	story	story	NOUN
kp78gf09m2n	4	16	prototype	prototype	NOUN
kp78gf09m2n	4	17	structure	structure	NOUN
kp78gf09m2n	4	18	,	,	PUNCT
kp78gf09m2n	4	19	consisting	consist	VERB
kp78gf09m2n	4	20	of	of	ADP
kp78gf09m2n	4	21	two	two	NUM
kp78gf09m2n	4	22	c	c	X
kp78gf09m2n	4	23	-	-	PUNCT
kp78gf09m2n	4	24	shaped	shape	VERB
kp78gf09m2n	4	25	wall	wall	NOUN
kp78gf09m2n	4	26	piers	pier	NOUN
kp78gf09m2n	4	27	,	,	PUNCT
kp78gf09m2n	4	28	six	six	NUM
kp78gf09m2n	4	29	coupling	coupling	NOUN
kp78gf09m2n	4	30	beams	beam	NOUN
kp78gf09m2n	4	31	(	(	PUNCT
kp78gf09m2n	4	32	two	two	NUM
kp78gf09m2n	4	33	beams	beam	NOUN
kp78gf09m2n	4	34	at	at	ADP
kp78gf09m2n	4	35	each	each	DET
kp78gf09m2n	4	36	floor	floor	NOUN
kp78gf09m2n	4	37	level	level	NOUN
kp78gf09m2n	4	38	)	)	PUNCT
kp78gf09m2n	4	39	,	,	PUNCT
kp78gf09m2n	4	40	tributary	tributary	NOUN
kp78gf09m2n	4	41	slabs	slab	NOUN
kp78gf09m2n	4	42	at	at	ADP
kp78gf09m2n	4	43	each	each	DET
kp78gf09m2n	4	44	floor	floor	NOUN
kp78gf09m2n	4	45	,	,	PUNCT
kp78gf09m2n	4	46	and	and	CCONJ
kp78gf09m2n	4	47	the	the	DET
kp78gf09m2n	4	48	foundation	foundation	NOUN
kp78gf09m2n	4	49	.	.	PUNCT
kp78gf09m2n	5	1	the	the	DET
kp78gf09m2n	5	2	other	other	ADJ
kp78gf09m2n	5	3	(	(	PUNCT
kp78gf09m2n	5	4	less	less	ADV
kp78gf09m2n	5	5	critical	critical	ADJ
kp78gf09m2n	5	6	)	)	PUNCT
kp78gf09m2n	5	7	regions	region	NOUN
kp78gf09m2n	5	8	of	of	ADP
kp78gf09m2n	5	9	the	the	DET
kp78gf09m2n	5	10	eight	eight	NUM
kp78gf09m2n	5	11	-	-	PUNCT
kp78gf09m2n	5	12	story	story	NOUN
kp78gf09m2n	5	13	structure	structure	NOUN
kp78gf09m2n	5	14	were	be	AUX
kp78gf09m2n	5	15	simulated	simulate	VERB
kp78gf09m2n	5	16	analytically.to	analytically.to	ADP
kp78gf09m2n	5	17	validate	validate	VERB
kp78gf09m2n	5	18	the	the	DET
kp78gf09m2n	5	19	seismic	seismic	ADJ
kp78gf09m2n	5	20	design	design	NOUN
kp78gf09m2n	5	21	methodology	methodology	NOUN
kp78gf09m2n	5	22	,	,	PUNCT
kp78gf09m2n	5	23	selected	select	VERB
kp78gf09m2n	5	24	important	important	ADJ
kp78gf09m2n	5	25	design	design	NOUN
kp78gf09m2n	5	26	parameters	parameter	NOUN
kp78gf09m2n	5	27	were	be	AUX
kp78gf09m2n	5	28	varied	varied	ADJ
kp78gf09m2n	5	29	between	between	ADP
kp78gf09m2n	5	30	the	the	DET
kp78gf09m2n	5	31	two	two	NUM
kp78gf09m2n	5	32	40%-scale	40%-scale	NUM
kp78gf09m2n	5	33	test	test	NOUN
kp78gf09m2n	5	34	specimens	specimen	NOUN
kp78gf09m2n	5	35	.	.	PUNCT
kp78gf09m2n	6	1	the	the	DET
kp78gf09m2n	6	2	two	two	NUM
kp78gf09m2n	6	3	primary	primary	ADJ
kp78gf09m2n	6	4	parameters	parameter	NOUN
kp78gf09m2n	6	5	were	be	AUX
kp78gf09m2n	6	6	:	:	PUNCT
kp78gf09m2n	6	7	(	(	PUNCT
kp78gf09m2n	6	8	1	1	X
kp78gf09m2n	6	9	)	)	PUNCT
kp78gf09m2n	6	10	coupling	couple	VERB
kp78gf09m2n	6	11	beam	beam	NOUN
kp78gf09m2n	6	12	depth	depth	NOUN
kp78gf09m2n	6	13	;	;	PUNCT
kp78gf09m2n	6	14	and	and	CCONJ
kp78gf09m2n	6	15	(	(	PUNCT
kp78gf09m2n	6	16	2	2	X
kp78gf09m2n	6	17	)	)	PUNCT
kp78gf09m2n	6	18	use	use	NOUN
kp78gf09m2n	6	19	of	of	ADP
kp78gf09m2n	6	20	energy	energy	NOUN
kp78gf09m2n	6	21	-	-	PUNCT
kp78gf09m2n	6	22	dissipating	dissipate	VERB
kp78gf09m2n	6	23	(	(	PUNCT
kp78gf09m2n	6	24	ed	ed	ADJ
kp78gf09m2n	6	25	)	)	PUNCT
kp78gf09m2n	6	26	ductile	ductile	ADJ
kp78gf09m2n	6	27	mild	mild	ADJ
kp78gf09m2n	6	28	steel	steel	NOUN
kp78gf09m2n	6	29	reinforcement	reinforcement	NOUN
kp78gf09m2n	6	30	crossing	cross	VERB
kp78gf09m2n	6	31	the	the	DET
kp78gf09m2n	6	32	beam	beam	NOUN
kp78gf09m2n	6	33	-	-	PUNCT
kp78gf09m2n	6	34	to	to	ADP
kp78gf09m2n	6	35	-	-	PUNCT
kp78gf09m2n	6	36	wall	wall	NOUN
kp78gf09m2n	6	37	joints	joint	NOUN
kp78gf09m2n	6	38	(	(	PUNCT
kp78gf09m2n	6	39	i.e.	i.e.	X
kp78gf09m2n	6	40	,	,	PUNCT
kp78gf09m2n	6	41	partially	partially	ADV
kp78gf09m2n	6	42	post	post	ADJ
kp78gf09m2n	6	43	-	-	ADJ
kp78gf09m2n	6	44	tensioned	tensione	VERB
kp78gf09m2n	6	45	versus	versus	ADP
kp78gf09m2n	6	46	fully	fully	ADV
kp78gf09m2n	6	47	post	post	ADJ
kp78gf09m2n	6	48	-	-	ADJ
kp78gf09m2n	6	49	tensioned	tensioned	ADJ
kp78gf09m2n	6	50	coupling	coupling	NOUN
kp78gf09m2n	6	51	beams	beam	NOUN
kp78gf09m2n	6	52	)	)	PUNCT
kp78gf09m2n	6	53	.	.	PUNCT
kp78gf09m2n	7	1	the	the	DET
kp78gf09m2n	7	2	measured	measured	ADJ
kp78gf09m2n	7	3	behaviors	behavior	NOUN
kp78gf09m2n	7	4	of	of	ADP
kp78gf09m2n	7	5	the	the	DET
kp78gf09m2n	7	6	test	test	NOUN
kp78gf09m2n	7	7	specimens	specimen	NOUN
kp78gf09m2n	7	8	were	be	AUX
kp78gf09m2n	7	9	compared	compare	VERB
kp78gf09m2n	7	10	against	against	ADP
kp78gf09m2n	7	11	design	design	NOUN
kp78gf09m2n	7	12	predictions	prediction	NOUN
kp78gf09m2n	7	13	and	and	CCONJ
kp78gf09m2n	7	14	analytical	analytical	ADJ
kp78gf09m2n	7	15	simulations	simulation	NOUN
kp78gf09m2n	7	16	using	use	VERB
kp78gf09m2n	7	17	fiber	fiber	NOUN
kp78gf09m2n	7	18	element	element	NOUN
kp78gf09m2n	7	19	models	model	NOUN
kp78gf09m2n	7	20	.	.	PUNCT
kp78gf09m2n	8	1	overall	overall	ADJ
kp78gf09m2n	8	2	,	,	PUNCT
kp78gf09m2n	8	3	both	both	DET
kp78gf09m2n	8	4	test	test	NOUN
kp78gf09m2n	8	5	specimens	specimen	NOUN
kp78gf09m2n	8	6	performed	perform	VERB
kp78gf09m2n	8	7	well	well	ADV
kp78gf09m2n	8	8	and	and	CCONJ
kp78gf09m2n	8	9	significantly	significantly	ADV
kp78gf09m2n	8	10	better	well	ADJ
kp78gf09m2n	8	11	than	than	SCONJ
kp78gf09m2n	8	12	previous	previous	ADJ
kp78gf09m2n	8	13	tests	test	NOUN
kp78gf09m2n	8	14	of	of	ADP
kp78gf09m2n	8	15	conventional	conventional	ADJ
kp78gf09m2n	8	16	rc	rc	NOUN
kp78gf09m2n	8	17	coupled	couple	VERB
kp78gf09m2n	8	18	shear	shear	ADJ
kp78gf09m2n	8	19	wall	wall	NOUN
kp78gf09m2n	8	20	structures	structure	NOUN
kp78gf09m2n	8	21	.	.	PUNCT
kp78gf09m2n	9	1	the	the	DET
kp78gf09m2n	9	2	specimens	specimen	NOUN
kp78gf09m2n	9	3	achieved	achieve	VERB
kp78gf09m2n	9	4	ductile	ductile	ADJ
kp78gf09m2n	9	5	behavior	behavior	NOUN
kp78gf09m2n	9	6	through	through	ADP
kp78gf09m2n	9	7	the	the	DET
kp78gf09m2n	9	8	completion	completion	NOUN
kp78gf09m2n	9	9	of	of	ADP
kp78gf09m2n	9	10	three	three	NUM
kp78gf09m2n	9	11	full	full	ADJ
kp78gf09m2n	9	12	cycles	cycle	NOUN
kp78gf09m2n	9	13	at	at	ADP
kp78gf09m2n	9	14	or	or	CCONJ
kp78gf09m2n	9	15	exceeding	exceed	VERB
kp78gf09m2n	9	16	the	the	DET
kp78gf09m2n	9	17	"	"	PUNCT
kp78gf09m2n	9	18	validation	validation	NOUN
kp78gf09m2n	9	19	-	-	PUNCT
kp78gf09m2n	9	20	level	level	NOUN
kp78gf09m2n	9	21	"	"	PUNCT
kp78gf09m2n	9	22	lateral	lateral	ADJ
kp78gf09m2n	9	23	roof	roof	NOUN
kp78gf09m2n	9	24	drift	drift	NOUN
kp78gf09m2n	9	25	prescribed	prescribe	VERB
kp78gf09m2n	9	26	by	by	ADP
kp78gf09m2n	9	27	aci	aci	PROPN
kp78gf09m2n	9	28	,	,	PUNCT
kp78gf09m2n	9	29	thus	thus	ADV
kp78gf09m2n	9	30	demonstrating	demonstrate	VERB
kp78gf09m2n	9	31	the	the	DET
kp78gf09m2n	9	32	classification	classification	NOUN
kp78gf09m2n	9	33	of	of	ADP
kp78gf09m2n	9	34	these	these	DET
kp78gf09m2n	9	35	structures	structure	NOUN
kp78gf09m2n	9	36	as	as	ADP
kp78gf09m2n	9	37	"	"	PUNCT
kp78gf09m2n	9	38	special	special	ADJ
kp78gf09m2n	9	39	"	"	PUNCT
kp78gf09m2n	9	40	rc	rc	NOUN
kp78gf09m2n	9	41	shear	shear	NOUN
kp78gf09m2n	9	42	walls	wall	NOUN
kp78gf09m2n	9	43	.	.	PUNCT
kp78gf09m2n	10	1	in	in	ADP
kp78gf09m2n	10	2	addition	addition	NOUN
kp78gf09m2n	10	3	to	to	ADP
kp78gf09m2n	10	4	a	a	DET
kp78gf09m2n	10	5	dense	dense	ADJ
kp78gf09m2n	10	6	array	array	NOUN
kp78gf09m2n	10	7	of	of	ADP
kp78gf09m2n	10	8	conventional	conventional	ADJ
kp78gf09m2n	10	9	sensors	sensor	NOUN
kp78gf09m2n	10	10	,	,	PUNCT
kp78gf09m2n	10	11	the	the	DET
kp78gf09m2n	10	12	deformations	deformation	NOUN
kp78gf09m2n	10	13	of	of	ADP
kp78gf09m2n	10	14	the	the	DET
kp78gf09m2n	10	15	specimens	specimen	NOUN
kp78gf09m2n	10	16	were	be	AUX
kp78gf09m2n	10	17	monitored	monitor	VERB
kp78gf09m2n	10	18	using	use	VERB
kp78gf09m2n	10	19	up	up	ADP
kp78gf09m2n	10	20	to	to	PART
kp78gf09m2n	10	21	14	14	NUM
kp78gf09m2n	10	22	twoand	twoand	NUM
kp78gf09m2n	10	23	three	three	NUM
kp78gf09m2n	10	24	-	-	PUNCT
kp78gf09m2n	10	25	dimensional	dimensional	ADJ
kp78gf09m2n	10	26	digital	digital	ADJ
kp78gf09m2n	10	27	image	image	NOUN
kp78gf09m2n	10	28	correlation	correlation	NOUN
kp78gf09m2n	10	29	(	(	PUNCT
kp78gf09m2n	10	30	dic	dic	ADJ
kp78gf09m2n	10	31	)	)	PUNCT
kp78gf09m2n	10	32	sensors	sensor	NOUN
kp78gf09m2n	10	33	,	,	PUNCT
kp78gf09m2n	10	34	providing	provide	VERB
kp78gf09m2n	10	35	unprecedented	unprecedented	ADJ
kp78gf09m2n	10	36	near	near	ADV
kp78gf09m2n	10	37	-	-	PUNCT
kp78gf09m2n	10	38	full	full	ADJ
kp78gf09m2n	10	39	-	-	PUNCT
kp78gf09m2n	10	40	field	field	NOUN
kp78gf09m2n	10	41	response	response	NOUN
kp78gf09m2n	10	42	data	datum	NOUN
kp78gf09m2n	10	43	of	of	ADP
kp78gf09m2n	10	44	the	the	DET
kp78gf09m2n	10	45	most	most	ADV
kp78gf09m2n	10	46	critical	critical	ADJ
kp78gf09m2n	10	47	regions	region	NOUN
kp78gf09m2n	10	48	of	of	ADP
kp78gf09m2n	10	49	the	the	DET
kp78gf09m2n	10	50	structures	structure	NOUN
kp78gf09m2n	10	51	.	.	PUNCT
kp78gf09m2n	11	1	ultimately	ultimately	ADV
kp78gf09m2n	11	2	,	,	PUNCT
kp78gf09m2n	11	3	the	the	DET
kp78gf09m2n	11	4	high	high	ADJ
kp78gf09m2n	11	5	-	-	PUNCT
kp78gf09m2n	11	6	fidelity	fidelity	NOUN
kp78gf09m2n	11	7	data	datum	NOUN
kp78gf09m2n	11	8	from	from	ADP
kp78gf09m2n	11	9	these	these	DET
kp78gf09m2n	11	10	tests	test	NOUN
kp78gf09m2n	11	11	support	support	VERB
kp78gf09m2n	11	12	the	the	DET
kp78gf09m2n	11	13	aci	aci	PROPN
kp78gf09m2n	11	14	validation	validation	NOUN
kp78gf09m2n	11	15	of	of	ADP
kp78gf09m2n	11	16	the	the	DET
kp78gf09m2n	11	17	design	design	NOUN
kp78gf09m2n	11	18	procedures	procedure	NOUN
kp78gf09m2n	11	19	and	and	CCONJ
kp78gf09m2n	11	20	modeling	modeling	NOUN
kp78gf09m2n	11	21	/	/	SYM
kp78gf09m2n	11	22	prediction	prediction	NOUN
kp78gf09m2n	11	23	tools	tool	NOUN
kp78gf09m2n	11	24	for	for	ADP
kp78gf09m2n	11	25	the	the	DET
kp78gf09m2n	11	26	use	use	NOUN
kp78gf09m2n	11	27	of	of	ADP
kp78gf09m2n	11	28	post	post	ADJ
kp78gf09m2n	11	29	-	-	ADJ
kp78gf09m2n	11	30	tensioned	tensioned	ADJ
kp78gf09m2n	11	31	coupled	couple	VERB
kp78gf09m2n	11	32	shear	shear	ADJ
kp78gf09m2n	11	33	wall	wall	NOUN
kp78gf09m2n	11	34	structures	structure	NOUN
kp78gf09m2n	11	35	as	as	ADP
kp78gf09m2n	11	36	primary	primary	ADJ
kp78gf09m2n	11	37	lateral	lateral	ADJ
kp78gf09m2n	11	38	load	load	NOUN
kp78gf09m2n	11	39	resisting	resist	VERB
kp78gf09m2n	11	40	systems	system	NOUN
kp78gf09m2n	11	41	in	in	ADP
kp78gf09m2n	11	42	moderate	moderate	ADJ
kp78gf09m2n	11	43	and	and	CCONJ
kp78gf09m2n	11	44	high	high	ADJ
kp78gf09m2n	11	45	seismic	seismic	ADJ
kp78gf09m2n	11	46	regions	region	NOUN
kp78gf09m2n	11	47	of	of	ADP
kp78gf09m2n	11	48	the	the	DET
kp78gf09m2n	11	49	u.s	u.s	PROPN
kp78gf09m2n	11	50	.	.	PROPN