id	sid	tid	token	lemma	pos
app01-8030	1	1	https://doi.org/10.14311/app.2022.33.0473	https://doi.org/10.14311/app.2022.33.0473	PROPN
app01-8030	1	2	acta	acta	PROPN
app01-8030	1	3	polytechnica	polytechnica	PROPN
app01-8030	1	4	ctu	ctu	NOUN
app01-8030	1	5	proceedings	proceeding	NOUN
app01-8030	1	6	33:473–479	33:473–479	NUM
app01-8030	1	7	,	,	PUNCT
app01-8030	1	8	2022	2022	NUM
app01-8030	1	9	©	©	ADP
app01-8030	1	10	2022	2022	NUM
app01-8030	1	11	the	the	DET
app01-8030	1	12	author(s	author(s	NOUN
app01-8030	1	13	)	)	PUNCT
app01-8030	1	14	.	.	PUNCT
app01-8030	2	1	licensed	license	VERB
app01-8030	2	2	under	under	ADP
app01-8030	2	3	a	a	DET
app01-8030	2	4	cc	cc	NOUN
app01-8030	2	5	-	-	PUNCT
app01-8030	2	6	by	by	ADP
app01-8030	2	7	4.0	4.0	NUM
app01-8030	2	8	licence	licence	NOUN
app01-8030	2	9	published	publish	VERB
app01-8030	2	10	by	by	ADP
app01-8030	2	11	the	the	DET
app01-8030	2	12	czech	czech	PROPN
app01-8030	2	13	technical	technical	PROPN
app01-8030	2	14	university	university	PROPN
app01-8030	2	15	in	in	ADP
app01-8030	2	16	prague	prague	PROPN
app01-8030	2	17	lateral	lateral	ADJ
app01-8030	2	18	load	load	NOUN
app01-8030	2	19	bearing	bear	VERB
app01-8030	2	20	characteristics	characteristic	NOUN
app01-8030	2	21	of	of	ADP
app01-8030	2	22	light	light	ADJ
app01-8030	2	23	gauge	gauge	NOUN
app01-8030	2	24	steel	steel	NOUN
app01-8030	2	25	and	and	CCONJ
app01-8030	2	26	lightweight	lightweight	ADJ
app01-8030	2	27	concrete	concrete	ADJ
app01-8030	2	28	shear	shear	NOUN
app01-8030	2	29	walls	wall	NOUN
app01-8030	2	30	chunri	chunri	AUX
app01-8030	2	31	quana,∗	quana,∗	PROPN
app01-8030	2	32	,	,	PUNCT
app01-8030	2	33	qiang	qiang	PROPN
app01-8030	2	34	huangb	huangb	PROPN
app01-8030	2	35	,	,	PUNCT
app01-8030	2	36	dongbin	dongbin	PROPN
app01-8030	2	37	lic	lic	PROPN
app01-8030	2	38	,	,	PUNCT
app01-8030	2	39	yong	yong	PROPN
app01-8030	2	40	chend	chend	VERB
app01-8030	2	41	a	a	DET
app01-8030	2	42	osaka	osaka	PROPN
app01-8030	2	43	institute	institute	PROPN
app01-8030	2	44	of	of	ADP
app01-8030	2	45	technology	technology	PROPN
app01-8030	2	46	,	,	PUNCT
app01-8030	2	47	department	department	NOUN
app01-8030	2	48	of	of	ADP
app01-8030	2	49	architecture	architecture	NOUN
app01-8030	2	50	,	,	PUNCT
app01-8030	2	51	5	5	NUM
app01-8030	2	52	-	-	SYM
app01-8030	2	53	16	16	NUM
app01-8030	2	54	-	-	SYM
app01-8030	2	55	1	1	NUM
app01-8030	2	56	omiya	omiya	NOUN
app01-8030	2	57	,	,	PUNCT
app01-8030	2	58	asahi	asahi	PROPN
app01-8030	2	59	-	-	PUNCT
app01-8030	2	60	ku	ku	PROPN
app01-8030	2	61	,	,	PUNCT
app01-8030	2	62	535	535	NUM
app01-8030	2	63	-	-	SYM
app01-8030	2	64	8585	8585	NUM
app01-8030	2	65	osaka	osaka	NOUN
app01-8030	2	66	,	,	PUNCT
app01-8030	2	67	japan	japan	PROPN
app01-8030	2	68	b	b	PROPN
app01-8030	2	69	china	china	PROPN
app01-8030	2	70	bim	bim	PROPN
app01-8030	2	71	union	union	PROPN
app01-8030	2	72	,	,	PUNCT
app01-8030	2	73	department	department	NOUN
app01-8030	2	74	of	of	ADP
app01-8030	2	75	management	management	NOUN
app01-8030	2	76	,	,	PUNCT
app01-8030	2	77	no.30	no.30	PROPN
app01-8030	2	78	beisanhuandonglu	beisanhuandonglu	NOUN
app01-8030	2	79	,	,	PUNCT
app01-8030	2	80	100013	100013	NUM
app01-8030	2	81	beijing	beijing	PROPN
app01-8030	2	82	,	,	PUNCT
app01-8030	2	83	china	china	PROPN
app01-8030	2	84	c	c	PROPN
app01-8030	2	85	china	china	PROPN
app01-8030	2	86	building	building	PROPN
app01-8030	2	87	technique	technique	PROPN
app01-8030	2	88	group	group	PROPN
app01-8030	2	89	co.	co.	PROPN
app01-8030	2	90	,	,	PUNCT
app01-8030	2	91	ltd	ltd	PROPN
app01-8030	2	92	.	.	PROPN
app01-8030	2	93	,	,	PUNCT
app01-8030	2	94	engineering	engineering	NOUN
app01-8030	2	95	technology	technology	NOUN
app01-8030	2	96	research	research	NOUN
app01-8030	2	97	center	center	NOUN
app01-8030	2	98	,	,	PUNCT
app01-8030	2	99	no.30	no.30	PROPN
app01-8030	2	100	beisanhunadonglu	beisanhunadonglu	NOUN
app01-8030	2	101	,	,	PUNCT
app01-8030	2	102	100013	100013	NUM
app01-8030	2	103	beijing	beijing	PROPN
app01-8030	2	104	,	,	PUNCT
app01-8030	2	105	china	china	PROPN
app01-8030	2	106	d	d	PROPN
app01-8030	2	107	arse	arse	ADJ
app01-8030	2	108	building	building	NOUN
app01-8030	2	109	engineering	engineering	PROPN
app01-8030	2	110	technology	technology	PROPN
app01-8030	2	111	co.	co.	PROPN
app01-8030	2	112	,	,	PUNCT
app01-8030	2	113	ltd	ltd	PROPN
app01-8030	2	114	.	.	PROPN
app01-8030	2	115	,	,	PUNCT
app01-8030	2	116	design	design	NOUN
app01-8030	2	117	department	department	NOUN
app01-8030	2	118	,	,	PUNCT
app01-8030	2	119	no.365	no.365	PROPN
app01-8030	2	120	dongsihuannanlu	dongsihuannanlu	NOUN
app01-8030	2	121	,	,	PUNCT
app01-8030	2	122	100023	100023	NUM
app01-8030	2	123	beijing	beijing	PROPN
app01-8030	2	124	,	,	PUNCT
app01-8030	2	125	china	china	PROPN
app01-8030	2	126	∗	∗	NOUN
app01-8030	2	127	corresponding	correspond	VERB
app01-8030	2	128	author	author	NOUN
app01-8030	2	129	:	:	PUNCT
app01-8030	2	130	chunri.quan@oit.ac.jp	chunri.quan@oit.ac.jp	ADJ
app01-8030	2	131	abstract	abstract	NOUN
app01-8030	2	132	.	.	PUNCT
app01-8030	3	1	in	in	ADP
app01-8030	3	2	china	china	PROPN
app01-8030	3	3	,	,	PUNCT
app01-8030	3	4	there	there	PRON
app01-8030	3	5	is	be	VERB
app01-8030	3	6	a	a	DET
app01-8030	3	7	new	new	ADJ
app01-8030	3	8	structural	structural	ADJ
app01-8030	3	9	system	system	NOUN
app01-8030	3	10	named	name	VERB
app01-8030	3	11	light	light	ADJ
app01-8030	3	12	gauge	gauge	NOUN
app01-8030	3	13	steel	steel	NOUN
app01-8030	3	14	and	and	CCONJ
app01-8030	3	15	lightweight	lightweight	ADJ
app01-8030	3	16	concrete	concrete	NOUN
app01-8030	3	17	(	(	PUNCT
app01-8030	3	18	lslc	lslc	NOUN
app01-8030	3	19	)	)	PUNCT
app01-8030	3	20	structure	structure	NOUN
app01-8030	3	21	,	,	PUNCT
app01-8030	3	22	which	which	PRON
app01-8030	3	23	used	use	VERB
app01-8030	3	24	lightweight	lightweight	ADJ
app01-8030	3	25	concrete	concrete	NOUN
app01-8030	3	26	as	as	ADP
app01-8030	3	27	structural	structural	ADJ
app01-8030	3	28	material	material	NOUN
app01-8030	3	29	in	in	ADP
app01-8030	3	30	composite	composite	ADJ
app01-8030	3	31	way	way	NOUN
app01-8030	3	32	with	with	ADP
app01-8030	3	33	coldformed	coldforme	VERB
app01-8030	3	34	steel	steel	NOUN
app01-8030	3	35	.	.	PUNCT
app01-8030	4	1	here	here	ADV
app01-8030	4	2	,	,	PUNCT
app01-8030	4	3	the	the	DET
app01-8030	4	4	shear	shear	NOUN
app01-8030	4	5	walls	wall	NOUN
app01-8030	4	6	are	be	AUX
app01-8030	4	7	the	the	DET
app01-8030	4	8	main	main	ADJ
app01-8030	4	9	structural	structural	ADJ
app01-8030	4	10	members	member	NOUN
app01-8030	4	11	for	for	ADP
app01-8030	4	12	the	the	DET
app01-8030	4	13	lslc	lslc	NOUN
app01-8030	4	14	structure	structure	NOUN
app01-8030	4	15	,	,	PUNCT
app01-8030	4	16	which	which	PRON
app01-8030	4	17	are	be	AUX
app01-8030	4	18	assembled	assemble	VERB
app01-8030	4	19	with	with	ADP
app01-8030	4	20	the	the	DET
app01-8030	4	21	light	light	ADJ
app01-8030	4	22	gauge	gauge	NOUN
app01-8030	4	23	steel	steel	NOUN
app01-8030	4	24	lattice	lattice	NOUN
app01-8030	4	25	columns	column	NOUN
app01-8030	4	26	and	and	CCONJ
app01-8030	4	27	horizontal	horizontal	ADJ
app01-8030	4	28	braces	brace	NOUN
app01-8030	4	29	,	,	PUNCT
app01-8030	4	30	and	and	CCONJ
app01-8030	4	31	filled	fill	VERB
app01-8030	4	32	with	with	ADP
app01-8030	4	33	lightweight	lightweight	ADJ
app01-8030	4	34	concrete	concrete	NOUN
app01-8030	4	35	.	.	PUNCT
app01-8030	5	1	in	in	ADP
app01-8030	5	2	this	this	DET
app01-8030	5	3	study	study	NOUN
app01-8030	5	4	,	,	PUNCT
app01-8030	5	5	the	the	DET
app01-8030	5	6	lslc	lslc	NOUN
app01-8030	5	7	shear	shear	NOUN
app01-8030	5	8	walls	wall	NOUN
app01-8030	5	9	are	be	AUX
app01-8030	5	10	experimentally	experimentally	ADV
app01-8030	5	11	investigated	investigate	VERB
app01-8030	5	12	to	to	PART
app01-8030	5	13	evaluate	evaluate	VERB
app01-8030	5	14	their	their	PRON
app01-8030	5	15	failure	failure	NOUN
app01-8030	5	16	mechanism	mechanism	NOUN
app01-8030	5	17	and	and	CCONJ
app01-8030	5	18	lateral	lateral	ADJ
app01-8030	5	19	load	load	NOUN
app01-8030	5	20	bearing	bear	VERB
app01-8030	5	21	capacity	capacity	NOUN
app01-8030	5	22	.	.	PUNCT
app01-8030	6	1	for	for	ADP
app01-8030	6	2	this	this	DET
app01-8030	6	3	purpose	purpose	NOUN
app01-8030	6	4	,	,	PUNCT
app01-8030	6	5	several	several	ADJ
app01-8030	6	6	specimens	specimen	NOUN
app01-8030	6	7	with	with	ADP
app01-8030	6	8	different	different	ADJ
app01-8030	6	9	shear	shear	NOUN
app01-8030	6	10	span	span	NOUN
app01-8030	6	11	ratio	ratio	NOUN
app01-8030	6	12	are	be	AUX
app01-8030	6	13	designed	design	VERB
app01-8030	6	14	and	and	CCONJ
app01-8030	6	15	tested	test	VERB
app01-8030	6	16	under	under	ADP
app01-8030	6	17	static	static	ADJ
app01-8030	6	18	cyclic	cyclic	ADJ
app01-8030	6	19	loading	loading	NOUN
app01-8030	6	20	.	.	PUNCT
app01-8030	7	1	this	this	DET
app01-8030	7	2	paper	paper	NOUN
app01-8030	7	3	presents	present	VERB
app01-8030	7	4	the	the	DET
app01-8030	7	5	damage	damage	NOUN
app01-8030	7	6	state	state	NOUN
app01-8030	7	7	and	and	CCONJ
app01-8030	7	8	hysteresis	hysteresis	NOUN
app01-8030	7	9	loops	loop	NOUN
app01-8030	7	10	of	of	ADP
app01-8030	7	11	the	the	DET
app01-8030	7	12	specimens	specimen	NOUN
app01-8030	7	13	detailly	detailly	ADV
app01-8030	7	14	.	.	PUNCT
app01-8030	8	1	then	then	ADV
app01-8030	8	2	,	,	PUNCT
app01-8030	8	3	the	the	DET
app01-8030	8	4	lateral	lateral	ADJ
app01-8030	8	5	load	load	NOUN
app01-8030	8	6	bearing	bear	VERB
app01-8030	8	7	characteristics	characteristic	NOUN
app01-8030	8	8	of	of	ADP
app01-8030	8	9	the	the	DET
app01-8030	8	10	lslc	lslc	NOUN
app01-8030	8	11	shear	shear	NOUN
app01-8030	8	12	walls	wall	NOUN
app01-8030	8	13	are	be	AUX
app01-8030	8	14	discussed	discuss	VERB
app01-8030	8	15	according	accord	VERB
app01-8030	8	16	to	to	ADP
app01-8030	8	17	the	the	DET
app01-8030	8	18	failure	failure	NOUN
app01-8030	8	19	mechanism	mechanism	NOUN
app01-8030	8	20	,	,	PUNCT
app01-8030	8	21	such	such	ADJ
app01-8030	8	22	as	as	ADP
app01-8030	8	23	shear	shear	NOUN
app01-8030	8	24	and	and	CCONJ
app01-8030	8	25	flexural	flexural	ADJ
app01-8030	8	26	failure	failure	NOUN
app01-8030	8	27	.	.	PUNCT
app01-8030	9	1	finally	finally	ADV
app01-8030	9	2	,	,	PUNCT
app01-8030	9	3	the	the	DET
app01-8030	9	4	calculation	calculation	NOUN
app01-8030	9	5	methods	method	NOUN
app01-8030	9	6	of	of	ADP
app01-8030	9	7	lateral	lateral	ADJ
app01-8030	9	8	strength	strength	NOUN
app01-8030	9	9	for	for	ADP
app01-8030	9	10	the	the	DET
app01-8030	9	11	lslc	lslc	NOUN
app01-8030	9	12	shear	shear	NOUN
app01-8030	9	13	walls	wall	NOUN
app01-8030	9	14	are	be	AUX
app01-8030	9	15	proposed	propose	VERB
app01-8030	9	16	based	base	VERB
app01-8030	9	17	on	on	ADP
app01-8030	9	18	the	the	DET
app01-8030	9	19	diagonal	diagonal	ADJ
app01-8030	9	20	strut	strut	NOUN
app01-8030	9	21	mechanism	mechanism	NOUN
app01-8030	9	22	and	and	CCONJ
app01-8030	9	23	sectional	sectional	ADJ
app01-8030	9	24	force	force	NOUN
app01-8030	9	25	equilibrium	equilibrium	NOUN
app01-8030	9	26	.	.	PUNCT
app01-8030	10	1	keywords	keyword	NOUN
app01-8030	10	2	:	:	PUNCT
app01-8030	10	3	failure	failure	NOUN
app01-8030	10	4	mechanism	mechanism	NOUN
app01-8030	10	5	,	,	PUNCT
app01-8030	10	6	lateral	lateral	ADJ
app01-8030	10	7	load	load	NOUN
app01-8030	10	8	bearing	bear	VERB
app01-8030	10	9	characteristic	characteristic	ADJ
app01-8030	10	10	,	,	PUNCT
app01-8030	10	11	light	light	ADJ
app01-8030	10	12	gauge	gauge	NOUN
app01-8030	10	13	steel	steel	NOUN
app01-8030	10	14	and	and	CCONJ
app01-8030	10	15	lightweight	lightweight	ADJ
app01-8030	10	16	concrete	concrete	ADJ
app01-8030	10	17	structure	structure	NOUN
app01-8030	10	18	,	,	PUNCT
app01-8030	10	19	shear	shear	NOUN
app01-8030	10	20	wall	wall	NOUN
app01-8030	10	21	.	.	PUNCT
app01-8030	11	1	1	1	X
app01-8030	11	2	.	.	X
app01-8030	11	3	introduction	introduction	NOUN
app01-8030	11	4	cold	cold	ADV
app01-8030	11	5	-	-	PUNCT
app01-8030	11	6	formed	form	VERB
app01-8030	11	7	steel	steel	NOUN
app01-8030	11	8	structure	structure	NOUN
app01-8030	11	9	has	have	AUX
app01-8030	11	10	been	be	AUX
app01-8030	11	11	widely	widely	ADV
app01-8030	11	12	used	use	VERB
app01-8030	11	13	in	in	ADP
app01-8030	11	14	the	the	DET
app01-8030	11	15	low	low	ADJ
app01-8030	11	16	-	-	PUNCT
app01-8030	11	17	rise	rise	NOUN
app01-8030	11	18	buildings	building	NOUN
app01-8030	11	19	due	due	ADP
app01-8030	11	20	to	to	ADP
app01-8030	11	21	its	its	PRON
app01-8030	11	22	high	high	ADJ
app01-8030	11	23	strength	strength	NOUN
app01-8030	11	24	,	,	PUNCT
app01-8030	11	25	ease	ease	NOUN
app01-8030	11	26	of	of	ADP
app01-8030	11	27	construction	construction	NOUN
app01-8030	11	28	,	,	PUNCT
app01-8030	11	29	and	and	CCONJ
app01-8030	11	30	low	low	ADJ
app01-8030	11	31	cost	cost	NOUN
app01-8030	11	32	[	[	X
app01-8030	11	33	1	1	NUM
app01-8030	11	34	]	]	PUNCT
app01-8030	11	35	.	.	PUNCT
app01-8030	12	1	on	on	ADP
app01-8030	12	2	the	the	DET
app01-8030	12	3	other	other	ADJ
app01-8030	12	4	hand	hand	NOUN
app01-8030	12	5	,	,	PUNCT
app01-8030	12	6	due	due	ADP
app01-8030	12	7	to	to	ADP
app01-8030	12	8	low	low	ADJ
app01-8030	12	9	self	self	NOUN
app01-8030	12	10	-	-	PUNCT
app01-8030	12	11	weight	weight	NOUN
app01-8030	12	12	,	,	PUNCT
app01-8030	12	13	good	good	ADJ
app01-8030	12	14	workability	workability	NOUN
app01-8030	12	15	,	,	PUNCT
app01-8030	12	16	excellent	excellent	ADJ
app01-8030	12	17	performance	performance	NOUN
app01-8030	12	18	on	on	ADP
app01-8030	12	19	thermal	thermal	ADJ
app01-8030	12	20	insulation	insulation	NOUN
app01-8030	12	21	,	,	PUNCT
app01-8030	12	22	fire	fire	NOUN
app01-8030	12	23	resistance	resistance	NOUN
app01-8030	12	24	and	and	CCONJ
app01-8030	12	25	sound	sound	NOUN
app01-8030	12	26	absorption	absorption	NOUN
app01-8030	12	27	,	,	PUNCT
app01-8030	12	28	lightweight	lightweight	ADJ
app01-8030	12	29	concrete	concrete	NOUN
app01-8030	12	30	was	be	AUX
app01-8030	12	31	primarily	primarily	ADV
app01-8030	12	32	utilized	utilize	VERB
app01-8030	12	33	as	as	ADP
app01-8030	12	34	nonand	nonand	NOUN
app01-8030	12	35	semi	semi	ADJ
app01-8030	12	36	-	-	ADJ
app01-8030	12	37	structural	structural	ADJ
app01-8030	12	38	material	material	NOUN
app01-8030	12	39	in	in	ADP
app01-8030	12	40	the	the	DET
app01-8030	12	41	past	past	ADJ
app01-8030	12	42	building	build	VERB
app01-8030	12	43	construction	construction	NOUN
app01-8030	12	44	[	[	X
app01-8030	12	45	2	2	NUM
app01-8030	12	46	]	]	PUNCT
app01-8030	12	47	.	.	PUNCT
app01-8030	13	1	motivated	motivate	VERB
app01-8030	13	2	by	by	ADP
app01-8030	13	3	the	the	DET
app01-8030	13	4	industrialized	industrialize	VERB
app01-8030	13	5	performance	performance	NOUN
app01-8030	13	6	of	of	ADP
app01-8030	13	7	cold	cold	ADV
app01-8030	13	8	-	-	PUNCT
app01-8030	13	9	formed	form	VERB
app01-8030	13	10	steel	steel	NOUN
app01-8030	13	11	structure	structure	NOUN
app01-8030	13	12	,	,	PUNCT
app01-8030	13	13	good	good	ADJ
app01-8030	13	14	integrity	integrity	NOUN
app01-8030	13	15	of	of	ADP
app01-8030	13	16	cast	cast	NOUN
app01-8030	13	17	-	-	PUNCT
app01-8030	13	18	in	in	ADP
app01-8030	13	19	-	-	PUNCT
app01-8030	13	20	situ	situ	ADJ
app01-8030	13	21	concrete	concrete	ADJ
app01-8030	13	22	structure	structure	NOUN
app01-8030	13	23	and	and	CCONJ
app01-8030	13	24	advantages	advantage	NOUN
app01-8030	13	25	of	of	ADP
app01-8030	13	26	the	the	DET
app01-8030	13	27	lightweight	lightweight	ADJ
app01-8030	13	28	concrete	concrete	NOUN
app01-8030	13	29	,	,	PUNCT
app01-8030	13	30	a	a	DET
app01-8030	13	31	new	new	ADJ
app01-8030	13	32	structure	structure	NOUN
app01-8030	13	33	system	system	NOUN
app01-8030	13	34	named	name	VERB
app01-8030	13	35	light	light	ADJ
app01-8030	13	36	gauge	gauge	NOUN
app01-8030	13	37	steel	steel	NOUN
app01-8030	13	38	and	and	CCONJ
app01-8030	13	39	lightweight	lightweight	ADJ
app01-8030	13	40	concrete	concrete	NOUN
app01-8030	13	41	(	(	PUNCT
app01-8030	13	42	lslc	lslc	NOUN
app01-8030	13	43	)	)	PUNCT
app01-8030	13	44	structure	structure	NOUN
app01-8030	13	45	,	,	PUNCT
app01-8030	13	46	which	which	PRON
app01-8030	13	47	used	use	VERB
app01-8030	13	48	expanded	expand	VERB
app01-8030	13	49	polystyrene	polystyrene	NOUN
app01-8030	13	50	concrete	concrete	ADJ
app01-8030	13	51	or	or	CCONJ
app01-8030	13	52	foamed	foam	VERB
app01-8030	13	53	concrete	concrete	NOUN
app01-8030	13	54	as	as	ADP
app01-8030	13	55	the	the	DET
app01-8030	13	56	structural	structural	ADJ
app01-8030	13	57	material	material	NOUN
app01-8030	13	58	in	in	ADP
app01-8030	13	59	composite	composite	ADJ
app01-8030	13	60	way	way	NOUN
app01-8030	13	61	with	with	ADP
app01-8030	13	62	the	the	DET
app01-8030	13	63	cold	cold	ADV
app01-8030	13	64	-	-	PUNCT
app01-8030	13	65	formed	form	VERB
app01-8030	13	66	steel	steel	NOUN
app01-8030	13	67	,	,	PUNCT
app01-8030	13	68	was	be	AUX
app01-8030	13	69	proposed	propose	VERB
app01-8030	13	70	and	and	CCONJ
app01-8030	13	71	applied	apply	VERB
app01-8030	13	72	to	to	ADP
app01-8030	13	73	the	the	DET
app01-8030	13	74	building	building	NOUN
app01-8030	13	75	construction	construction	NOUN
app01-8030	13	76	in	in	ADP
app01-8030	13	77	china	china	PROPN
app01-8030	14	1	[	[	X
app01-8030	14	2	3	3	NUM
app01-8030	14	3	]	]	PUNCT
app01-8030	14	4	.	.	PUNCT
app01-8030	15	1	compared	compare	VERB
app01-8030	15	2	with	with	ADP
app01-8030	15	3	the	the	DET
app01-8030	15	4	traditional	traditional	ADJ
app01-8030	15	5	reinforced	reinforce	VERB
app01-8030	15	6	concrete	concrete	ADJ
app01-8030	15	7	structure	structure	NOUN
app01-8030	15	8	,	,	PUNCT
app01-8030	15	9	the	the	DET
app01-8030	15	10	lslc	lslc	NOUN
app01-8030	15	11	structure	structure	NOUN
app01-8030	15	12	can	can	AUX
app01-8030	15	13	reduce	reduce	VERB
app01-8030	15	14	seismic	seismic	ADJ
app01-8030	15	15	load	load	NOUN
app01-8030	15	16	significantly	significantly	ADV
app01-8030	15	17	based	base	VERB
app01-8030	15	18	on	on	ADP
app01-8030	15	19	the	the	DET
app01-8030	15	20	use	use	NOUN
app01-8030	15	21	of	of	ADP
app01-8030	15	22	lightweight	lightweight	ADJ
app01-8030	15	23	concrete	concrete	NOUN
app01-8030	15	24	to	to	PART
app01-8030	15	25	decrease	decrease	VERB
app01-8030	15	26	the	the	DET
app01-8030	15	27	self	self	NOUN
app01-8030	15	28	-	-	PUNCT
app01-8030	15	29	weight	weight	NOUN
app01-8030	15	30	of	of	ADP
app01-8030	15	31	overall	overall	ADJ
app01-8030	15	32	structure	structure	NOUN
app01-8030	15	33	.	.	PUNCT
app01-8030	16	1	compared	compare	VERB
app01-8030	16	2	with	with	ADP
app01-8030	16	3	the	the	DET
app01-8030	16	4	cold	cold	ADV
app01-8030	16	5	-	-	PUNCT
app01-8030	16	6	formed	form	VERB
app01-8030	16	7	steel	steel	NOUN
app01-8030	16	8	structure	structure	NOUN
app01-8030	16	9	,	,	PUNCT
app01-8030	16	10	the	the	DET
app01-8030	16	11	lslc	lslc	NOUN
app01-8030	16	12	structure	structure	NOUN
app01-8030	16	13	has	have	VERB
app01-8030	16	14	great	great	ADJ
app01-8030	16	15	advantages	advantage	NOUN
app01-8030	16	16	in	in	ADP
app01-8030	16	17	features	feature	NOUN
app01-8030	16	18	such	such	ADJ
app01-8030	16	19	as	as	ADP
app01-8030	16	20	fire	fire	NOUN
app01-8030	16	21	protection	protection	NOUN
app01-8030	16	22	,	,	PUNCT
app01-8030	16	23	thermal	thermal	ADJ
app01-8030	16	24	insulation	insulation	NOUN
app01-8030	16	25	and	and	CCONJ
app01-8030	16	26	sound	sound	NOUN
app01-8030	16	27	absorption	absorption	NOUN
app01-8030	16	28	.	.	PUNCT
app01-8030	17	1	in	in	ADP
app01-8030	17	2	the	the	DET
app01-8030	17	3	past	past	ADJ
app01-8030	17	4	several	several	ADJ
app01-8030	17	5	years	year	NOUN
app01-8030	17	6	,	,	PUNCT
app01-8030	17	7	the	the	DET
app01-8030	17	8	studies	study	NOUN
app01-8030	17	9	of	of	ADP
app01-8030	17	10	the	the	DET
app01-8030	17	11	lslc	lslc	NOUN
app01-8030	17	12	structure	structure	NOUN
app01-8030	17	13	were	be	AUX
app01-8030	17	14	focused	focus	VERB
app01-8030	17	15	on	on	ADP
app01-8030	17	16	the	the	DET
app01-8030	17	17	members	member	NOUN
app01-8030	17	18	such	such	ADJ
app01-8030	17	19	as	as	ADP
app01-8030	17	20	shear	shear	NOUN
app01-8030	17	21	walls	wall	NOUN
app01-8030	17	22	and	and	CCONJ
app01-8030	17	23	slabs	slab	NOUN
app01-8030	17	24	,	,	PUNCT
app01-8030	17	25	furthermore	furthermore	ADV
app01-8030	17	26	their	their	PRON
app01-8030	17	27	design	design	NOUN
app01-8030	17	28	method	method	NOUN
app01-8030	17	29	has	have	AUX
app01-8030	17	30	been	be	AUX
app01-8030	17	31	developed	develop	VERB
app01-8030	17	32	based	base	VERB
app01-8030	17	33	on	on	ADP
app01-8030	17	34	the	the	DET
app01-8030	17	35	considerable	considerable	ADJ
app01-8030	17	36	tests	test	NOUN
app01-8030	17	37	.	.	PUNCT
app01-8030	18	1	this	this	DET
app01-8030	18	2	paper	paper	NOUN
app01-8030	18	3	describes	describe	VERB
app01-8030	18	4	the	the	DET
app01-8030	18	5	design	design	NOUN
app01-8030	18	6	details	detail	NOUN
app01-8030	18	7	and	and	CCONJ
app01-8030	18	8	testing	testing	NOUN
app01-8030	18	9	method	method	NOUN
app01-8030	18	10	for	for	ADP
app01-8030	18	11	the	the	DET
app01-8030	18	12	lslc	lslc	PROPN
app01-8030	18	13	shear	shear	NOUN
app01-8030	18	14	wall	wall	PROPN
app01-8030	18	15	specimens	specimens	PROPN
app01-8030	18	16	,	,	PUNCT
app01-8030	18	17	with	with	ADP
app01-8030	18	18	different	different	ADJ
app01-8030	18	19	shear	shear	NOUN
app01-8030	18	20	span	span	NOUN
app01-8030	18	21	ratio	ratio	NOUN
app01-8030	18	22	as	as	ADP
app01-8030	18	23	the	the	DET
app01-8030	18	24	experimental	experimental	ADJ
app01-8030	18	25	parameters	parameter	NOUN
app01-8030	18	26	.	.	PUNCT
app01-8030	19	1	then	then	ADV
app01-8030	19	2	,	,	PUNCT
app01-8030	19	3	the	the	DET
app01-8030	19	4	damage	damage	NOUN
app01-8030	19	5	state	state	NOUN
app01-8030	19	6	and	and	CCONJ
app01-8030	19	7	hysteresis	hysteresis	NOUN
app01-8030	19	8	loops	loop	NOUN
app01-8030	19	9	of	of	ADP
app01-8030	19	10	specimens	specimen	NOUN
app01-8030	19	11	are	be	AUX
app01-8030	19	12	presented	present	VERB
app01-8030	19	13	detailly	detailly	ADV
app01-8030	19	14	,	,	PUNCT
app01-8030	19	15	and	and	CCONJ
app01-8030	19	16	the	the	DET
app01-8030	19	17	seismic	seismic	ADJ
app01-8030	19	18	capacity	capacity	NOUN
app01-8030	19	19	of	of	ADP
app01-8030	19	20	the	the	DET
app01-8030	19	21	lslc	lslc	PROPN
app01-8030	19	22	shear	shear	NOUN
app01-8030	19	23	wall	wall	PROPN
app01-8030	19	24	is	be	AUX
app01-8030	19	25	evaluated	evaluate	VERB
app01-8030	19	26	based	base	VERB
app01-8030	19	27	on	on	ADP
app01-8030	19	28	the	the	DET
app01-8030	19	29	cyclic	cyclic	ADJ
app01-8030	19	30	lateral	lateral	ADJ
app01-8030	19	31	loading	loading	NOUN
app01-8030	19	32	test	test	NOUN
app01-8030	19	33	results	result	NOUN
app01-8030	19	34	.	.	PUNCT
app01-8030	20	1	finally	finally	ADV
app01-8030	20	2	,	,	PUNCT
app01-8030	20	3	the	the	DET
app01-8030	20	4	lateral	lateral	ADJ
app01-8030	20	5	load	load	NOUN
app01-8030	20	6	bearing	bear	VERB
app01-8030	20	7	characteristics	characteristic	NOUN
app01-8030	20	8	of	of	ADP
app01-8030	20	9	the	the	DET
app01-8030	20	10	lslc	lslc	NOUN
app01-8030	20	11	shear	shear	NOUN
app01-8030	20	12	walls	wall	NOUN
app01-8030	20	13	are	be	AUX
app01-8030	20	14	discussed	discuss	VERB
app01-8030	20	15	,	,	PUNCT
app01-8030	20	16	and	and	CCONJ
app01-8030	20	17	the	the	DET
app01-8030	20	18	calculation	calculation	NOUN
app01-8030	20	19	methods	method	NOUN
app01-8030	20	20	of	of	ADP
app01-8030	20	21	lateral	lateral	ADJ
app01-8030	20	22	strength	strength	NOUN
app01-8030	20	23	for	for	ADP
app01-8030	20	24	the	the	DET
app01-8030	20	25	lslc	lslc	NOUN
app01-8030	20	26	shear	shear	NOUN
app01-8030	20	27	walls	wall	NOUN
app01-8030	20	28	are	be	AUX
app01-8030	20	29	proposed	propose	VERB
app01-8030	20	30	.	.	PUNCT
app01-8030	21	1	2	2	X
app01-8030	21	2	.	.	NUM
app01-8030	21	3	outline	outline	NOUN
app01-8030	21	4	of	of	ADP
app01-8030	21	5	experiment	experiment	NOUN
app01-8030	21	6	2.1	2.1	NUM
app01-8030	21	7	.	.	PUNCT
app01-8030	22	1	configuration	configuration	NOUN
app01-8030	22	2	of	of	ADP
app01-8030	22	3	the	the	DET
app01-8030	22	4	lslc	lslc	PROPN
app01-8030	22	5	shear	shear	NOUN
app01-8030	22	6	wall	wall	PROPN
app01-8030	22	7	shear	shear	PROPN
app01-8030	22	8	wall	wall	PROPN
app01-8030	22	9	is	be	AUX
app01-8030	22	10	the	the	DET
app01-8030	22	11	main	main	ADJ
app01-8030	22	12	structural	structural	ADJ
app01-8030	22	13	member	member	NOUN
app01-8030	22	14	of	of	ADP
app01-8030	22	15	the	the	DET
app01-8030	22	16	lslc	lslc	NOUN
app01-8030	22	17	structure	structure	NOUN
app01-8030	22	18	system	system	NOUN
app01-8030	22	19	.	.	PUNCT
app01-8030	23	1	figure	figure	NOUN
app01-8030	23	2	1	1	NUM
app01-8030	23	3	shows	show	VERB
app01-8030	23	4	the	the	DET
app01-8030	23	5	standard	standard	ADJ
app01-8030	23	6	configuration	configuration	NOUN
app01-8030	23	7	of	of	ADP
app01-8030	23	8	the	the	DET
app01-8030	23	9	shear	shear	NOUN
app01-8030	23	10	wall	wall	NOUN
app01-8030	23	11	with	with	ADP
app01-8030	23	12	thickness	thickness	NOUN
app01-8030	23	13	of	of	ADP
app01-8030	23	14	180	180	NUM
app01-8030	23	15	mm	mm	NOUN
app01-8030	23	16	and	and	CCONJ
app01-8030	23	17	concrete	concrete	ADJ
app01-8030	23	18	cover	cover	NOUN
app01-8030	23	19	thickness	thickness	NOUN
app01-8030	23	20	of	of	ADP
app01-8030	23	21	20	20	NUM
app01-8030	23	22	mm	mm	NOUN
app01-8030	23	23	.	.	PUNCT
app01-8030	24	1	light	light	ADJ
app01-8030	24	2	gauge	gauge	NOUN
app01-8030	24	3	steel	steel	NOUN
app01-8030	24	4	frame	frame	NOUN
app01-8030	24	5	is	be	AUX
app01-8030	24	6	assembled	assemble	VERB
app01-8030	24	7	with	with	ADP
app01-8030	24	8	the	the	DET
app01-8030	24	9	light	light	ADJ
app01-8030	24	10	gauge	gauge	NOUN
app01-8030	24	11	steel	steel	NOUN
app01-8030	24	12	lattice	lattice	NOUN
app01-8030	24	13	columns	column	NOUN
app01-8030	24	14	and	and	CCONJ
app01-8030	24	15	horizontal	horizontal	ADJ
app01-8030	24	16	braces	brace	NOUN
app01-8030	24	17	,	,	PUNCT
app01-8030	24	18	then	then	ADV
app01-8030	24	19	filled	fill	VERB
app01-8030	24	20	with	with	ADP
app01-8030	24	21	lightweight	lightweight	ADJ
app01-8030	24	22	concrete	concrete	NOUN
app01-8030	24	23	.	.	PUNCT
app01-8030	25	1	the	the	DET
app01-8030	25	2	lattice	lattice	PROPN
app01-8030	25	3	columns	column	NOUN
app01-8030	25	4	composed	compose	VERB
app01-8030	25	5	of	of	ADP
app01-8030	25	6	two	two	NUM
app01-8030	25	7	or	or	CCONJ
app01-8030	25	8	four	four	NUM
app01-8030	25	9	square	square	ADJ
app01-8030	25	10	steel	steel	NOUN
app01-8030	25	11	tubes	tube	NOUN
app01-8030	25	12	,	,	PUNCT
app01-8030	25	13	which	which	PRON
app01-8030	25	14	were	be	AUX
app01-8030	25	15	combined	combine	VERB
app01-8030	25	16	and	and	CCONJ
app01-8030	25	17	fixed	fix	VERB
app01-8030	25	18	by	by	ADP
app01-8030	25	19	batten	batten	NOUN
app01-8030	25	20	plates	plate	NOUN
app01-8030	25	21	and	and	CCONJ
app01-8030	25	22	bolts	bolt	NOUN
app01-8030	25	23	with	with	ADP
app01-8030	25	24	600	600	NUM
app01-8030	25	25	mm	mm	NOUN
app01-8030	25	26	spacing	spacing	NOUN
app01-8030	25	27	as	as	SCONJ
app01-8030	25	28	shown	show	VERB
app01-8030	25	29	in	in	ADP
app01-8030	25	30	figure	figure	NOUN
app01-8030	25	31	2	2	NUM
app01-8030	25	32	.	.	PUNCT
app01-8030	25	33	steel	steel	NOUN
app01-8030	25	34	strips	strip	NOUN
app01-8030	25	35	with	with	ADP
app01-8030	25	36	473	473	NUM
app01-8030	25	37	https://doi.org/10.14311/app.2022.33.0473	https://doi.org/10.14311/app.2022.33.0473	NOUN
app01-8030	25	38	https://creativecommons.org/licenses/by/4.0/	https://creativecommons.org/licenses/by/4.0/	PROPN
app01-8030	25	39	https://www.cvut.cz/en	https://www.cvut.cz/en	PROPN
app01-8030	25	40	c.	c.	PROPN
app01-8030	25	41	quan	quan	PROPN
app01-8030	25	42	,	,	PUNCT
app01-8030	25	43	q.	q.	PROPN
app01-8030	25	44	huang	huang	PROPN
app01-8030	25	45	,	,	PUNCT
app01-8030	25	46	d.	d.	PROPN
app01-8030	25	47	li	li	PROPN
app01-8030	25	48	,	,	PUNCT
app01-8030	25	49	y.	y.	PROPN
app01-8030	25	50	chen	chen	PROPN
app01-8030	25	51	acta	acta	PROPN
app01-8030	25	52	polytechnica	polytechnica	PROPN
app01-8030	25	53	ctu	ctu	PROPN
app01-8030	25	54	proceedings	proceeding	NOUN
app01-8030	25	55	self	self	NOUN
app01-8030	25	56	-	-	PUNCT
app01-8030	25	57	drilling	drill	VERB
app01-8030	25	58	screws	screw	NOUN
app01-8030	25	59	brace	brace	NOUN
app01-8030	25	60	two	two	NUM
app01-8030	25	61	-	-	PUNCT
app01-8030	25	62	tube	tube	NOUN
app01-8030	25	63	lattice	lattice	NOUN
app01-8030	25	64	column	column	NOUN
app01-8030	25	65	four	four	NUM
app01-8030	25	66	-	-	PUNCT
app01-8030	25	67	tube	tube	NOUN
app01-8030	25	68	lattice	lattice	NOUN
app01-8030	25	69	column	column	NOUN
app01-8030	25	70	lightweight	lightweight	NOUN
app01-8030	25	71	concrete	concrete	ADJ
app01-8030	25	72	figure	figure	NOUN
app01-8030	25	73	1	1	NUM
app01-8030	25	74	.	.	PUNCT
app01-8030	25	75	configuration	configuration	NOUN
app01-8030	25	76	of	of	ADP
app01-8030	25	77	the	the	DET
app01-8030	25	78	lslc	lslc	PROPN
app01-8030	25	79	shear	shear	NOUN
app01-8030	25	80	wall	wall	PROPN
app01-8030	25	81	.	.	PUNCT
app01-8030	25	82	figure	figure	NOUN
app01-8030	25	83	2	2	NUM
app01-8030	25	84	.	.	PUNCT
app01-8030	25	85	installation	installation	NOUN
app01-8030	25	86	of	of	ADP
app01-8030	25	87	batten	batten	NOUN
app01-8030	25	88	plates	plate	NOUN
app01-8030	25	89	in	in	ADP
app01-8030	25	90	the	the	DET
app01-8030	25	91	lattice	lattice	PROPN
app01-8030	25	92	column	column	NOUN
app01-8030	25	93	.	.	PUNCT
app01-8030	26	1	specimen	speciman	NOUN
app01-8030	26	2	height	height	VERB
app01-8030	26	3	×	×	PROPN
app01-8030	26	4	width	width	NOUN
app01-8030	26	5	×	×	PROPN
app01-8030	26	6	thickness	thickness	NOUN
app01-8030	26	7	(	(	PUNCT
app01-8030	26	8	mm	mm	NOUN
app01-8030	26	9	)	)	PUNCT
app01-8030	26	10	shear	shear	NOUN
app01-8030	26	11	span	span	PROPN
app01-8030	26	12	ratio	ratio	PROPN
app01-8030	26	13	axial	axial	ADJ
app01-8030	26	14	force	force	NOUN
app01-8030	26	15	ratio	ratio	NOUN
app01-8030	26	16	s0.8	s0.8	NOUN
app01-8030	26	17	-	-	PUNCT
app01-8030	26	18	a0.4	a0.4	NOUN
app01-8030	26	19	1650	1650	NUM
app01-8030	26	20	×	×	NOUN
app01-8030	26	21	2062.5	2062.5	NUM
app01-8030	26	22	×	×	NOUN
app01-8030	26	23	180	180	NUM
app01-8030	26	24	0.8	0.8	NUM
app01-8030	26	25	0.4	0.4	NUM
app01-8030	26	26	s1.5	s1.5	NOUN
app01-8030	26	27	-	-	PUNCT
app01-8030	26	28	a0.4	a0.4	NOUN
app01-8030	26	29	2250	2250	NUM
app01-8030	26	30	×	×	NOUN
app01-8030	26	31	1500	1500	NUM
app01-8030	26	32	×	×	NOUN
app01-8030	26	33	180	180	NUM
app01-8030	26	34	1.5	1.5	NUM
app01-8030	26	35	0.4	0.4	NUM
app01-8030	26	36	s2.5	s2.5	NOUN
app01-8030	26	37	-	-	PUNCT
app01-8030	26	38	a0.4	a0.4	NOUN
app01-8030	26	39	2250	2250	NUM
app01-8030	26	40	×	×	NOUN
app01-8030	26	41	900	900	NUM
app01-8030	26	42	×	×	NOUN
app01-8030	26	43	180	180	NUM
app01-8030	26	44	2.5	2.5	NUM
app01-8030	26	45	0.4	0.4	NUM
app01-8030	26	46	table	table	NOUN
app01-8030	26	47	1	1	NUM
app01-8030	26	48	.	.	PUNCT
app01-8030	26	49	experiment	experiment	NOUN
app01-8030	26	50	parameters	parameter	NOUN
app01-8030	26	51	.	.	PUNCT
app01-8030	27	1	w	w	X
app01-8030	27	2	-	-	PUNCT
app01-8030	27	3	shaped	shape	VERB
app01-8030	27	4	cross	cross	NOUN
app01-8030	27	5	section	section	NOUN
app01-8030	27	6	were	be	AUX
app01-8030	27	7	installed	instal	VERB
app01-8030	27	8	as	as	ADP
app01-8030	27	9	horizontal	horizontal	ADJ
app01-8030	27	10	braces	brace	NOUN
app01-8030	27	11	with	with	ADP
app01-8030	27	12	spacing	spacing	NOUN
app01-8030	27	13	of	of	ADP
app01-8030	27	14	600	600	NUM
app01-8030	27	15	mm	mm	NOUN
app01-8030	27	16	,	,	PUNCT
app01-8030	27	17	which	which	PRON
app01-8030	27	18	were	be	AUX
app01-8030	27	19	connected	connect	VERB
app01-8030	27	20	to	to	ADP
app01-8030	27	21	the	the	DET
app01-8030	27	22	lattice	lattice	NOUN
app01-8030	27	23	columns	column	NOUN
app01-8030	27	24	by	by	ADP
app01-8030	27	25	self	self	NOUN
app01-8030	27	26	-	-	PUNCT
app01-8030	27	27	drilling	drilling	NOUN
app01-8030	27	28	screws	screw	NOUN
app01-8030	27	29	.	.	PUNCT
app01-8030	28	1	2.2	2.2	NUM
app01-8030	28	2	.	.	PUNCT
app01-8030	28	3	design	design	NOUN
app01-8030	28	4	of	of	ADP
app01-8030	28	5	specimen	speciman	NOUN
app01-8030	28	6	the	the	DET
app01-8030	28	7	test	test	NOUN
app01-8030	28	8	specimens	specimen	NOUN
app01-8030	28	9	are	be	AUX
app01-8030	28	10	designed	design	VERB
app01-8030	28	11	according	accord	VERB
app01-8030	28	12	to	to	ADP
app01-8030	28	13	the	the	DET
app01-8030	28	14	standard	standard	ADJ
app01-8030	28	15	design	design	NOUN
app01-8030	28	16	method	method	NOUN
app01-8030	28	17	of	of	ADP
app01-8030	28	18	lslc	lslc	PROPN
app01-8030	28	19	shear	shear	NOUN
app01-8030	28	20	wall	wall	PROPN
app01-8030	28	21	mentioned	mention	VERB
app01-8030	28	22	above	above	ADV
app01-8030	28	23	.	.	PUNCT
app01-8030	29	1	in	in	ADP
app01-8030	29	2	this	this	DET
app01-8030	29	3	study	study	NOUN
app01-8030	29	4	,	,	PUNCT
app01-8030	29	5	five	five	NUM
app01-8030	29	6	full	full	ADJ
app01-8030	29	7	-	-	PUNCT
app01-8030	29	8	scale	scale	NOUN
app01-8030	29	9	specimens	specimen	NOUN
app01-8030	29	10	with	with	ADP
app01-8030	29	11	different	different	ADJ
app01-8030	29	12	shear	shear	NOUN
app01-8030	29	13	span	span	NOUN
app01-8030	29	14	ratio	ratio	NOUN
app01-8030	29	15	and	and	CCONJ
app01-8030	29	16	axial	axial	ADJ
app01-8030	29	17	force	force	NOUN
app01-8030	29	18	ratio	ratio	NOUN
app01-8030	29	19	as	as	SCONJ
app01-8030	29	20	the	the	DET
app01-8030	29	21	experimental	experimental	ADJ
app01-8030	29	22	parameters	parameter	NOUN
app01-8030	29	23	are	be	AUX
app01-8030	29	24	tested	test	VERB
app01-8030	29	25	under	under	ADP
app01-8030	29	26	inplain	inplain	NOUN
app01-8030	29	27	cyclic	cyclic	ADJ
app01-8030	29	28	loadings	loading	NOUN
app01-8030	29	29	.	.	PUNCT
app01-8030	30	1	table	table	NOUN
app01-8030	30	2	1	1	NUM
app01-8030	30	3	and	and	CCONJ
app01-8030	30	4	figure	figure	VERB
app01-8030	30	5	3	3	NUM
app01-8030	30	6	show	show	VERB
app01-8030	30	7	the	the	DET
app01-8030	30	8	experiment	experiment	NOUN
app01-8030	30	9	parameters	parameter	NOUN
app01-8030	30	10	and	and	CCONJ
app01-8030	30	11	design	design	NOUN
app01-8030	30	12	details	detail	NOUN
app01-8030	30	13	of	of	ADP
app01-8030	30	14	specimens	specimen	NOUN
app01-8030	30	15	.	.	PUNCT
app01-8030	31	1	the	the	DET
app01-8030	31	2	light	light	ADJ
app01-8030	31	3	gauge	gauge	NOUN
app01-8030	31	4	steel	steel	NOUN
app01-8030	31	5	lattice	lattice	NOUN
app01-8030	31	6	columns	column	NOUN
app01-8030	31	7	of	of	ADP
app01-8030	31	8	each	each	DET
app01-8030	31	9	specimen	speciman	NOUN
app01-8030	31	10	are	be	AUX
app01-8030	31	11	composed	compose	VERB
app01-8030	31	12	of	of	ADP
app01-8030	31	13	four	four	NUM
app01-8030	31	14	and	and	CCONJ
app01-8030	31	15	two	two	NUM
app01-8030	31	16	square	square	ADJ
app01-8030	31	17	steel	steel	NOUN
app01-8030	31	18	tubes	tube	NOUN
app01-8030	31	19	at	at	ADP
app01-8030	31	20	the	the	DET
app01-8030	31	21	side	side	NOUN
app01-8030	31	22	and	and	CCONJ
app01-8030	31	23	the	the	DET
app01-8030	31	24	middle	middle	NOUN
app01-8030	31	25	of	of	ADP
app01-8030	31	26	the	the	DET
app01-8030	31	27	wall	wall	NOUN
app01-8030	31	28	,	,	PUNCT
app01-8030	31	29	respectively	respectively	ADV
app01-8030	31	30	.	.	PUNCT
app01-8030	32	1	then	then	ADV
app01-8030	32	2	,	,	PUNCT
app01-8030	32	3	the	the	DET
app01-8030	32	4	lattice	lattice	NOUN
app01-8030	32	5	columns	column	NOUN
app01-8030	32	6	are	be	AUX
app01-8030	32	7	anchored	anchor	VERB
app01-8030	32	8	in	in	ADP
app01-8030	32	9	the	the	DET
app01-8030	32	10	reinforced	reinforce	VERB
app01-8030	32	11	concrete	concrete	ADJ
app01-8030	32	12	rigid	rigid	ADJ
app01-8030	32	13	beam	beam	NOUN
app01-8030	32	14	(	(	PUNCT
app01-8030	32	15	stub	stub	NOUN
app01-8030	32	16	)	)	PUNCT
app01-8030	32	17	.	.	PUNCT
app01-8030	33	1	the	the	DET
app01-8030	33	2	horizontal	horizontal	ADJ
app01-8030	33	3	braces	brace	NOUN
app01-8030	33	4	are	be	AUX
app01-8030	33	5	installed	instal	VERB
app01-8030	33	6	with	with	ADP
app01-8030	33	7	spacing	spacing	NOUN
app01-8030	33	8	of	of	ADP
app01-8030	33	9	600	600	NUM
app01-8030	33	10	mm	mm	NOUN
app01-8030	33	11	,	,	PUNCT
app01-8030	33	12	which	which	PRON
app01-8030	33	13	are	be	AUX
app01-8030	33	14	connected	connect	VERB
app01-8030	33	15	to	to	ADP
app01-8030	33	16	the	the	DET
app01-8030	33	17	lattice	lattice	NOUN
app01-8030	33	18	columns	column	NOUN
app01-8030	33	19	by	by	ADP
app01-8030	33	20	three	three	NUM
app01-8030	33	21	self	self	NOUN
app01-8030	33	22	-	-	PUNCT
app01-8030	33	23	drilling	drilling	NOUN
app01-8030	33	24	screws	screw	NOUN
app01-8030	33	25	.	.	PUNCT
app01-8030	34	1	2.3	2.3	NUM
app01-8030	34	2	.	.	PUNCT
app01-8030	35	1	material	material	NOUN
app01-8030	35	2	characteristic	characteristic	ADJ
app01-8030	35	3	table	table	NOUN
app01-8030	35	4	2	2	NUM
app01-8030	35	5	and	and	CCONJ
app01-8030	35	6	table	table	NOUN
app01-8030	35	7	3	3	NUM
app01-8030	35	8	show	show	VERB
app01-8030	35	9	the	the	DET
app01-8030	35	10	material	material	NOUN
app01-8030	35	11	test	test	NOUN
app01-8030	35	12	results	result	NOUN
app01-8030	35	13	,	,	PUNCT
app01-8030	35	14	where	where	SCONJ
app01-8030	35	15	the	the	DET
app01-8030	35	16	values	value	NOUN
app01-8030	35	17	represent	represent	VERB
app01-8030	35	18	the	the	DET
app01-8030	35	19	mean	mean	ADJ
app01-8030	35	20	value	value	NOUN
app01-8030	35	21	of	of	ADP
app01-8030	35	22	3	3	NUM
app01-8030	35	23	samples	sample	NOUN
app01-8030	35	24	in	in	ADP
app01-8030	35	25	each	each	DET
app01-8030	35	26	test	test	NOUN
app01-8030	35	27	.	.	PUNCT
app01-8030	36	1	the	the	DET
app01-8030	36	2	light	light	ADJ
app01-8030	36	3	gauge	gauge	NOUN
app01-8030	36	4	steel	steel	NOUN
app01-8030	36	5	is	be	AUX
app01-8030	36	6	designated	designate	VERB
app01-8030	36	7	as	as	ADP
app01-8030	36	8	s350gd	s350gd	NOUN
app01-8030	36	9	conform	conform	NOUN
app01-8030	36	10	to	to	ADP
app01-8030	36	11	the	the	DET
app01-8030	36	12	chinese	chinese	PROPN
app01-8030	36	13	national	national	PROPN
app01-8030	36	14	standard	standard	PROPN
app01-8030	36	15	gb	gb	PROPN
app01-8030	36	16	/	/	SYM
app01-8030	36	17	t2518	t2518	PROPN
app01-8030	37	1	[	[	X
app01-8030	37	2	4	4	NUM
app01-8030	37	3	]	]	PUNCT
app01-8030	37	4	.	.	PUNCT
app01-8030	38	1	which	which	PRON
app01-8030	38	2	requires	require	VERB
app01-8030	38	3	the	the	DET
app01-8030	38	4	yield	yield	NOUN
app01-8030	38	5	strength	strength	NOUN
app01-8030	38	6	and	and	CCONJ
app01-8030	38	7	tensile	tensile	NOUN
app01-8030	38	8	strength	strength	NOUN
app01-8030	38	9	not	not	PART
app01-8030	38	10	less	less	ADJ
app01-8030	38	11	than	than	ADP
app01-8030	38	12	350mpa	350mpa	NUM
app01-8030	38	13	and	and	CCONJ
app01-8030	38	14	420	420	NUM
app01-8030	38	15	mpa	mpa	NOUN
app01-8030	38	16	,	,	PUNCT
app01-8030	38	17	respectively	respectively	ADV
app01-8030	38	18	.	.	PUNCT
app01-8030	39	1	in	in	ADP
app01-8030	39	2	addition	addition	NOUN
app01-8030	39	3	,	,	PUNCT
app01-8030	39	4	no.4.8	no.4.8	ADJ
app01-8030	39	5	self	self	NOUN
app01-8030	39	6	-	-	PUNCT
app01-8030	39	7	drilling	drilling	NOUN
app01-8030	39	8	screw	screw	NOUN
app01-8030	39	9	given	give	VERB
app01-8030	39	10	in	in	ADP
app01-8030	39	11	the	the	DET
app01-8030	39	12	iso15481	iso15481	NOUN
app01-8030	40	1	[	[	X
app01-8030	40	2	5	5	NUM
app01-8030	40	3	]	]	PUNCT
app01-8030	40	4	is	be	AUX
app01-8030	40	5	adopted	adopt	VERB
app01-8030	40	6	as	as	ADP
app01-8030	40	7	fastener	fastener	NOUN
app01-8030	40	8	.	.	PUNCT
app01-8030	41	1	the	the	DET
app01-8030	41	2	expanded	expand	VERB
app01-8030	41	3	polystyrene	polystyrene	NOUN
app01-8030	41	4	concrete	concrete	NOUN
app01-8030	41	5	with	with	ADP
app01-8030	41	6	designing	design	VERB
app01-8030	41	7	density	density	NOUN
app01-8030	41	8	of	of	ADP
app01-8030	41	9	1000kg	1000kg	PROPN
app01-8030	41	10	/	/	SYM
app01-8030	41	11	m3	m3	PROPN
app01-8030	41	12	is	be	AUX
app01-8030	41	13	used	use	VERB
app01-8030	41	14	as	as	ADP
app01-8030	41	15	lightweight	lightweight	ADJ
app01-8030	41	16	concrete	concrete	NOUN
app01-8030	41	17	.	.	PUNCT
app01-8030	42	1	here	here	ADV
app01-8030	42	2	,	,	PUNCT
app01-8030	42	3	test	test	NOUN
app01-8030	42	4	samples	sample	NOUN
app01-8030	42	5	with	with	ADP
app01-8030	42	6	dimensions	dimension	NOUN
app01-8030	42	7	100	100	NUM
app01-8030	42	8	mm	mm	INTJ
app01-8030	42	9	×	×	NOUN
app01-8030	42	10	100	100	NUM
app01-8030	42	11	mm	mm	NOUN
app01-8030	42	12	×	×	NOUN
app01-8030	42	13	100	100	NUM
app01-8030	42	14	mm	mm	NOUN
app01-8030	42	15	are	be	AUX
app01-8030	42	16	prepared	prepare	VERB
app01-8030	42	17	in	in	ADP
app01-8030	42	18	casting	cast	VERB
app01-8030	42	19	process	process	NOUN
app01-8030	42	20	of	of	ADP
app01-8030	42	21	each	each	DET
app01-8030	42	22	specimen	speciman	NOUN
app01-8030	42	23	,	,	PUNCT
app01-8030	42	24	then	then	ADV
app01-8030	42	25	the	the	DET
app01-8030	42	26	compressive	compressive	ADJ
app01-8030	42	27	strength	strength	NOUN
app01-8030	42	28	and	and	CCONJ
app01-8030	42	29	density	density	NOUN
app01-8030	42	30	are	be	AUX
app01-8030	42	31	measured	measure	VERB
app01-8030	42	32	according	accord	VERB
app01-8030	42	33	to	to	ADP
app01-8030	42	34	the	the	DET
app01-8030	42	35	chinese	chinese	PROPN
app01-8030	42	36	national	national	PROPN
app01-8030	42	37	standard	standard	PROPN
app01-8030	42	38	gb	gb	NOUN
app01-8030	42	39	/	/	SYM
app01-8030	42	40	t50080	t50080	NOUN
app01-8030	43	1	[	[	NOUN
app01-8030	43	2	6	6	NUM
app01-8030	43	3	]	]	PUNCT
app01-8030	43	4	.	.	PUNCT
app01-8030	44	1	474	474	NUM
app01-8030	44	2	vol	vol	NOUN
app01-8030	44	3	.	.	PUNCT
app01-8030	45	1	33/2022	33/2022	NOUN
app01-8030	45	2	lateral	lateral	ADJ
app01-8030	45	3	load	load	NOUN
app01-8030	45	4	bearing	bear	VERB
app01-8030	45	5	characteristic	characteristic	NOUN
app01-8030	45	6	of	of	ADP
app01-8030	45	7	shear	shear	NOUN
app01-8030	45	8	walls	wall	NOUN
app01-8030	45	9	水平拉条墙体	水平拉条墙体	VERB
app01-8030	45	10	底梁	底梁	ADP
app01-8030	45	11	顶梁	顶梁	PROPN
app01-8030	45	12	自攻钉	自攻钉	PROPN
app01-8030	45	13	矩形钢管	矩形钢管	PROPN
app01-8030	45	14	矩形钢管拼装扣板	矩形钢管拼装扣板	PROPN
app01-8030	45	15	brace	brace	PROPN
app01-8030	45	16	stub	stub	PROPN
app01-8030	45	17	stub	stub	PROPN
app01-8030	45	18	wall	wall	PROPN
app01-8030	45	19	screws	screws	PROPN
app01-8030	45	20	batten	batten	NOUN
app01-8030	45	21	plate	plate	NOUN
app01-8030	45	22	steel	steel	NOUN
app01-8030	45	23	tube	tube	NOUN
app01-8030	45	24	figure	figure	NOUN
app01-8030	45	25	3	3	NUM
app01-8030	45	26	.	.	PUNCT
app01-8030	45	27	details	detail	NOUN
app01-8030	45	28	of	of	ADP
app01-8030	45	29	specimens	specimen	NOUN
app01-8030	45	30	(	(	PUNCT
app01-8030	45	31	unit	unit	NOUN
app01-8030	45	32	:	:	PUNCT
app01-8030	45	33	mm	mm	PROPN
app01-8030	45	34	)	)	PUNCT
app01-8030	45	35	.	.	PUNCT
app01-8030	46	1	member	member	NOUN
app01-8030	46	2	yield	yield	NOUN
app01-8030	46	3	strength	strength	NOUN
app01-8030	46	4	tensile	tensile	PROPN
app01-8030	46	5	strength	strength	PROPN
app01-8030	46	6	young	young	PROPN
app01-8030	46	7	’s	’s	PART
app01-8030	46	8	modulus	modulus	ADJ
app01-8030	46	9	cross	cross	NOUN
app01-8030	46	10	-	-	NOUN
app01-8030	46	11	section	section	NOUN
app01-8030	46	12	[	[	X
app01-8030	46	13	mpa	mpa	X
app01-8030	46	14	]	]	X
app01-8030	47	1	[	[	X
app01-8030	47	2	mpa	mpa	X
app01-8030	47	3	]	]	X
app01-8030	48	1	[	[	X
app01-8030	48	2	mpa	mpa	X
app01-8030	48	3	]	]	X
app01-8030	49	1	[	[	X
app01-8030	49	2	mm	mm	X
app01-8030	49	3	]	]	X
app01-8030	49	4	lattice	lattice	NOUN
app01-8030	49	5	column	column	NOUN
app01-8030	49	6	361.5	361.5	NUM
app01-8030	49	7	484.3	484.3	NUM
app01-8030	49	8	2.02	2.02	NUM
app01-8030	49	9	×	×	NOUN
app01-8030	49	10	105	105	NUM
app01-8030	49	11	horizontal	horizontal	ADJ
app01-8030	49	12	brace	brace	NOUN
app01-8030	49	13	352.1	352.1	NUM
app01-8030	49	14	462.2	462.2	NUM
app01-8030	49	15	1.98	1.98	NUM
app01-8030	49	16	×	×	NOUN
app01-8030	49	17	105	105	NUM
app01-8030	49	18	table	table	NOUN
app01-8030	49	19	2	2	NUM
app01-8030	49	20	.	.	PUNCT
app01-8030	49	21	mechanical	mechanical	ADJ
app01-8030	49	22	properties	property	NOUN
app01-8030	49	23	and	and	CCONJ
app01-8030	49	24	cross	cross	ADJ
app01-8030	49	25	-	-	ADJ
app01-8030	49	26	section	section	ADJ
app01-8030	49	27	size	size	NOUN
app01-8030	49	28	of	of	ADP
app01-8030	49	29	light	light	ADJ
app01-8030	49	30	gauge	gauge	NOUN
app01-8030	49	31	steel	steel	NOUN
app01-8030	49	32	.	.	PUNCT
app01-8030	50	1	density	density	NOUN
app01-8030	50	2	compressive	compressive	PROPN
app01-8030	50	3	strength	strength	PROPN
app01-8030	50	4	young	young	PROPN
app01-8030	50	5	’s	’s	PART
app01-8030	50	6	modulus	modulus	NOUN
app01-8030	50	7	[	[	X
app01-8030	50	8	kg	kg	X
app01-8030	50	9	/	/	SYM
app01-8030	50	10	m3	m3	PROPN
app01-8030	50	11	]	]	PUNCT
app01-8030	51	1	[	[	X
app01-8030	51	2	mpa	mpa	X
app01-8030	51	3	]	]	X
app01-8030	51	4	[	[	X
app01-8030	51	5	mpa	mpa	X
app01-8030	51	6	]	]	PUNCT
app01-8030	51	7	1058	1058	NUM
app01-8030	51	8	6.36	6.36	NUM
app01-8030	51	9	0.72	0.72	NUM
app01-8030	51	10	×	×	NOUN
app01-8030	51	11	104	104	NUM
app01-8030	51	12	table	table	NOUN
app01-8030	51	13	3	3	NUM
app01-8030	51	14	.	.	PUNCT
app01-8030	51	15	mechanical	mechanical	ADJ
app01-8030	51	16	properties	property	NOUN
app01-8030	51	17	of	of	ADP
app01-8030	51	18	lightweight	lightweight	ADJ
app01-8030	51	19	concrete	concrete	NOUN
app01-8030	51	20	(	(	PUNCT
app01-8030	51	21	expanded	expand	VERB
app01-8030	51	22	polystyrene	polystyrene	NOUN
app01-8030	51	23	concrete	concrete	NOUN
app01-8030	51	24	)	)	PUNCT
app01-8030	51	25	.	.	PUNCT
app01-8030	52	1	2.4	2.4	NUM
app01-8030	52	2	.	.	PUNCT
app01-8030	52	3	loading	loading	NOUN
app01-8030	52	4	program	program	NOUN
app01-8030	52	5	the	the	DET
app01-8030	52	6	loading	loading	NOUN
app01-8030	52	7	system	system	NOUN
app01-8030	52	8	and	and	CCONJ
app01-8030	52	9	history	history	NOUN
app01-8030	52	10	are	be	AUX
app01-8030	52	11	shown	show	VERB
app01-8030	52	12	in	in	ADP
app01-8030	52	13	figure	figure	NOUN
app01-8030	52	14	4	4	NUM
app01-8030	52	15	and	and	CCONJ
app01-8030	52	16	figure	figure	VERB
app01-8030	52	17	5	5	NUM
app01-8030	52	18	,	,	PUNCT
app01-8030	52	19	respectively	respectively	ADV
app01-8030	52	20	.	.	PUNCT
app01-8030	53	1	the	the	DET
app01-8030	53	2	lateral	lateral	ADJ
app01-8030	53	3	cyclic	cyclic	ADJ
app01-8030	53	4	loading	loading	NOUN
app01-8030	53	5	is	be	AUX
app01-8030	53	6	performed	perform	VERB
app01-8030	53	7	by	by	ADP
app01-8030	53	8	load	load	NOUN
app01-8030	53	9	control	control	NOUN
app01-8030	53	10	system	system	NOUN
app01-8030	53	11	until	until	ADP
app01-8030	53	12	the	the	DET
app01-8030	53	13	yielding	yielding	NOUN
app01-8030	53	14	of	of	ADP
app01-8030	53	15	light	light	ADJ
app01-8030	53	16	gauge	gauge	NOUN
app01-8030	53	17	steel	steel	NOUN
app01-8030	53	18	.	.	PUNCT
app01-8030	54	1	then	then	ADV
app01-8030	54	2	,	,	PUNCT
app01-8030	54	3	it	it	PRON
app01-8030	54	4	is	be	AUX
app01-8030	54	5	switched	switch	VERB
app01-8030	54	6	to	to	ADP
app01-8030	54	7	displacement	displacement	NOUN
app01-8030	54	8	control	control	NOUN
app01-8030	54	9	,	,	PUNCT
app01-8030	54	10	and	and	CCONJ
app01-8030	54	11	peak	peak	NOUN
app01-8030	54	12	drift	drift	NOUN
app01-8030	54	13	angles	angle	NOUN
app01-8030	54	14	(	(	PUNCT
app01-8030	54	15	the	the	DET
app01-8030	54	16	ratio	ratio	NOUN
app01-8030	54	17	of	of	ADP
app01-8030	54	18	lateral	lateral	ADJ
app01-8030	54	19	deformation	deformation	NOUN
app01-8030	54	20	to	to	ADP
app01-8030	54	21	wall	wall	PROPN
app01-8030	54	22	height	height	PROPN
app01-8030	54	23	)	)	PUNCT
app01-8030	54	24	are	be	AUX
app01-8030	54	25	planned	plan	VERB
app01-8030	54	26	by	by	ADP
app01-8030	54	27	the	the	DET
app01-8030	54	28	times	time	NOUN
app01-8030	54	29	of	of	ADP
app01-8030	54	30	displacement	displacement	NOUN
app01-8030	54	31	(	(	PUNCT
app01-8030	54	32	∆	∆	PROPN
app01-8030	54	33	)	)	PUNCT
app01-8030	54	34	when	when	SCONJ
app01-8030	54	35	the	the	DET
app01-8030	54	36	light	light	ADJ
app01-8030	54	37	gauge	gauge	NOUN
app01-8030	54	38	steel	steel	NOUN
app01-8030	54	39	is	be	AUX
app01-8030	54	40	yielded	yield	VERB
app01-8030	54	41	.	.	PUNCT
app01-8030	55	1	here	here	ADV
app01-8030	55	2	,	,	PUNCT
app01-8030	55	3	two	two	NUM
app01-8030	55	4	cycles	cycle	NOUN
app01-8030	55	5	for	for	ADP
app01-8030	55	6	each	each	DET
app01-8030	55	7	peak	peak	NOUN
app01-8030	55	8	drift	drift	NOUN
app01-8030	55	9	are	be	AUX
app01-8030	55	10	imposed	impose	VERB
app01-8030	55	11	.	.	PUNCT
app01-8030	56	1	the	the	DET
app01-8030	56	2	axial	axial	ADJ
app01-8030	56	3	load	load	NOUN
app01-8030	56	4	is	be	AUX
app01-8030	56	5	applied	apply	VERB
app01-8030	56	6	to	to	ADP
app01-8030	56	7	each	each	DET
app01-8030	56	8	specimen	speciman	NOUN
app01-8030	56	9	based	base	VERB
app01-8030	56	10	on	on	ADP
app01-8030	56	11	the	the	DET
app01-8030	56	12	axial	axial	ADJ
app01-8030	56	13	force	force	NOUN
app01-8030	56	14	ratio	ratio	NOUN
app01-8030	56	15	.	.	PUNCT
app01-8030	57	1	3	3	X
app01-8030	57	2	.	.	X
app01-8030	57	3	test	test	NOUN
app01-8030	57	4	results	result	VERB
app01-8030	57	5	3.1	3.1	NUM
app01-8030	57	6	.	.	PUNCT
app01-8030	58	1	failure	failure	NOUN
app01-8030	58	2	patterns	pattern	NOUN
app01-8030	58	3	figure	figure	VERB
app01-8030	58	4	6	6	NUM
app01-8030	58	5	shows	show	VERB
app01-8030	58	6	the	the	DET
app01-8030	58	7	crack	crack	NOUN
app01-8030	58	8	patterns	pattern	NOUN
app01-8030	58	9	in	in	ADP
app01-8030	58	10	each	each	DET
app01-8030	58	11	specimen	speciman	NOUN
app01-8030	58	12	at	at	ADP
app01-8030	58	13	the	the	DET
app01-8030	58	14	safety	safety	NOUN
app01-8030	58	15	limitation	limitation	NOUN
app01-8030	58	16	,	,	PUNCT
app01-8030	58	17	where	where	SCONJ
app01-8030	58	18	it	it	PRON
app01-8030	58	19	is	be	AUX
app01-8030	58	20	defined	define	VERB
app01-8030	58	21	as	as	ADP
app01-8030	58	22	the	the	DET
app01-8030	58	23	moment	moment	NOUN
app01-8030	58	24	in	in	ADP
app01-8030	58	25	which	which	PRON
app01-8030	58	26	the	the	DET
app01-8030	58	27	maximum	maximum	ADJ
app01-8030	58	28	lateral	lateral	ADJ
app01-8030	58	29	strength	strength	NOUN
app01-8030	58	30	of	of	ADP
app01-8030	58	31	the	the	DET
app01-8030	58	32	lslc	lslc	PROPN
app01-8030	58	33	shear	shear	NOUN
app01-8030	58	34	wall	wall	PROPN
app01-8030	58	35	deteriorates	deteriorate	VERB
app01-8030	58	36	to	to	ADP
app01-8030	58	37	its	its	PRON
app01-8030	58	38	85	85	NUM
app01-8030	58	39	%	%	NOUN
app01-8030	58	40	.	.	PUNCT
app01-8030	59	1	3.1.1	3.1.1	X
app01-8030	59	2	.	.	PUNCT
app01-8030	59	3	s0.8	s0.8	NOUN
app01-8030	59	4	-	-	PUNCT
app01-8030	59	5	a0.4	a0.4	NOUN
app01-8030	59	6	specimen	speciman	NOUN
app01-8030	59	7	a	a	DET
app01-8030	59	8	shear	shear	NOUN
app01-8030	59	9	crack	crack	NOUN
app01-8030	59	10	at	at	ADP
app01-8030	59	11	the	the	DET
app01-8030	59	12	middle	middle	NOUN
app01-8030	59	13	of	of	ADP
app01-8030	59	14	wall	wall	NOUN
app01-8030	59	15	is	be	AUX
app01-8030	59	16	observed	observe	VERB
app01-8030	59	17	at	at	ADP
app01-8030	59	18	the	the	DET
app01-8030	59	19	drift	drift	NOUN
app01-8030	59	20	angle	angle	NOUN
app01-8030	59	21	of	of	ADP
app01-8030	59	22	0.11	0.11	NUM
app01-8030	59	23	%	%	NOUN
app01-8030	59	24	with	with	ADP
app01-8030	59	25	the	the	DET
app01-8030	59	26	width	width	NOUN
app01-8030	59	27	of	of	ADP
app01-8030	59	28	0.15	0.15	NUM
app01-8030	59	29	mm	mm	NOUN
app01-8030	59	30	.	.	PUNCT
app01-8030	60	1	loaded	load	VERB
app01-8030	60	2	to	to	ADP
app01-8030	60	3	0.25	0.25	NUM
app01-8030	60	4	%	%	NOUN
app01-8030	60	5	,	,	PUNCT
app01-8030	60	6	some	some	DET
app01-8030	60	7	vertical	vertical	ADJ
app01-8030	60	8	cracks	crack	NOUN
app01-8030	60	9	occur	occur	VERB
app01-8030	60	10	at	at	ADP
app01-8030	60	11	the	the	DET
app01-8030	60	12	upper	upper	NOUN
app01-8030	60	13	of	of	ADP
app01-8030	60	14	wall	wall	NOUN
app01-8030	60	15	along	along	ADP
app01-8030	60	16	the	the	DET
app01-8030	60	17	light	light	ADJ
app01-8030	60	18	gauge	gauge	NOUN
app01-8030	60	19	steel	steel	NOUN
app01-8030	60	20	lattice	lattice	NOUN
app01-8030	60	21	columns	column	NOUN
app01-8030	60	22	.	.	PUNCT
app01-8030	61	1	at	at	ADP
app01-8030	61	2	the	the	DET
app01-8030	61	3	drift	drift	NOUN
app01-8030	61	4	angle	angle	NOUN
app01-8030	61	5	of	of	ADP
app01-8030	61	6	1.88	1.88	NUM
app01-8030	61	7	%	%	NOUN
app01-8030	61	8	,	,	PUNCT
app01-8030	61	9	clear	clear	ADJ
app01-8030	61	10	shear	shear	NOUN
app01-8030	61	11	cracks	crack	NOUN
app01-8030	61	12	are	be	AUX
app01-8030	61	13	observed	observe	VERB
app01-8030	61	14	at	at	ADP
app01-8030	61	15	the	the	DET
app01-8030	61	16	diagonal	diagonal	NOUN
app01-8030	61	17	of	of	ADP
app01-8030	61	18	wall	wall	NOUN
app01-8030	61	19	.	.	PUNCT
app01-8030	62	1	3.1.2	3.1.2	NUM
app01-8030	62	2	.	.	PUNCT
app01-8030	63	1	s1.5	s1.5	NOUN
app01-8030	63	2	-	-	PUNCT
app01-8030	63	3	a0.4	a0.4	PROPN
app01-8030	63	4	specimen	speciman	NOUN
app01-8030	63	5	a	a	DET
app01-8030	63	6	shear	shear	NOUN
app01-8030	63	7	crack	crack	NOUN
app01-8030	63	8	at	at	ADP
app01-8030	63	9	the	the	DET
app01-8030	63	10	bottom	bottom	NOUN
app01-8030	63	11	of	of	ADP
app01-8030	63	12	wall	wall	NOUN
app01-8030	63	13	is	be	AUX
app01-8030	63	14	observed	observe	VERB
app01-8030	63	15	at	at	ADP
app01-8030	63	16	the	the	DET
app01-8030	63	17	drift	drift	NOUN
app01-8030	63	18	angle	angle	NOUN
app01-8030	63	19	of	of	ADP
app01-8030	63	20	0.11	0.11	NUM
app01-8030	63	21	%	%	NOUN
app01-8030	63	22	with	with	ADP
app01-8030	63	23	the	the	DET
app01-8030	63	24	width	width	NOUN
app01-8030	63	25	of	of	ADP
app01-8030	63	26	0.1	0.1	NUM
app01-8030	63	27	mm	mm	NOUN
app01-8030	63	28	.	.	PUNCT
app01-8030	64	1	loaded	load	VERB
app01-8030	64	2	to	to	ADP
app01-8030	64	3	0.36	0.36	NUM
app01-8030	64	4	%	%	NOUN
app01-8030	64	5	,	,	PUNCT
app01-8030	64	6	some	some	DET
app01-8030	64	7	vertical	vertical	ADJ
app01-8030	64	8	cracks	crack	NOUN
app01-8030	64	9	and	and	CCONJ
app01-8030	64	10	flexural	flexural	ADJ
app01-8030	64	11	cracks	crack	NOUN
app01-8030	64	12	occur	occur	VERB
app01-8030	64	13	in	in	ADP
app01-8030	64	14	succession	succession	NOUN
app01-8030	64	15	.	.	PUNCT
app01-8030	65	1	at	at	ADP
app01-8030	65	2	the	the	DET
app01-8030	65	3	drift	drift	NOUN
app01-8030	65	4	angle	angle	NOUN
app01-8030	65	5	of	of	ADP
app01-8030	65	6	3.02	3.02	NUM
app01-8030	65	7	%	%	NOUN
app01-8030	65	8	,	,	PUNCT
app01-8030	65	9	the	the	DET
app01-8030	65	10	vertical	vertical	ADJ
app01-8030	65	11	cracks	crack	NOUN
app01-8030	65	12	and	and	CCONJ
app01-8030	65	13	flexural	flexural	ADJ
app01-8030	65	14	cracks	crack	NOUN
app01-8030	65	15	continue	continue	VERB
app01-8030	65	16	to	to	PART
app01-8030	65	17	extend	extend	VERB
app01-8030	65	18	and	and	CCONJ
app01-8030	65	19	the	the	DET
app01-8030	65	20	width	width	ADJ
app01-8030	65	21	increases	increase	NOUN
app01-8030	65	22	.	.	PUNCT
app01-8030	66	1	475	475	NUM
app01-8030	66	2	c.	c.	PROPN
app01-8030	66	3	quan	quan	PROPN
app01-8030	66	4	,	,	PUNCT
app01-8030	66	5	q.	q.	PROPN
app01-8030	66	6	huang	huang	PROPN
app01-8030	66	7	,	,	PUNCT
app01-8030	66	8	d.	d.	PROPN
app01-8030	66	9	li	li	PROPN
app01-8030	66	10	,	,	PUNCT
app01-8030	66	11	y.	y.	PROPN
app01-8030	66	12	chen	chen	PROPN
app01-8030	66	13	acta	acta	PROPN
app01-8030	66	14	polytechnica	polytechnica	PROPN
app01-8030	66	15	ctu	ctu	NOUN
app01-8030	66	16	proceedings	proceeding	NOUN
app01-8030	66	17	45	45	NUM
app01-8030	66	18	5056	5056	NUM
app01-8030	66	19	50	50	NUM
app01-8030	66	20	3740	3740	NUM
app01-8030	66	21	positive	positive	ADJ
app01-8030	66	22	direction	direction	NOUN
app01-8030	66	23	negative	negative	ADJ
app01-8030	66	24	direction	direction	NOUN
app01-8030	66	25	figure	figure	NOUN
app01-8030	66	26	4	4	NUM
app01-8030	66	27	.	.	PUNCT
app01-8030	66	28	test	test	NOUN
app01-8030	66	29	setup	setup	NOUN
app01-8030	66	30	(	(	PUNCT
app01-8030	66	31	unit	unit	NOUN
app01-8030	66	32	:	:	PUNCT
app01-8030	66	33	mm	mm	PROPN
app01-8030	66	34	)	)	PUNCT
app01-8030	66	35	.	.	PUNCT
app01-8030	67	1	7	7	NUM
app01-8030	67	2	6	6	NUM
app01-8030	67	3	5	5	NUM
app01-8030	67	4	4	4	NUM
app01-8030	67	5	3	3	NUM
app01-8030	67	6	2	2	NUM
app01-8030	67	7	1	1	NUM
app01-8030	67	8	0	0	NUM
app01-8030	67	9	1	1	NUM
app01-8030	67	10	2	2	NUM
app01-8030	67	11	3	3	NUM
app01-8030	67	12	4	4	NUM
app01-8030	67	13	5	5	NUM
app01-8030	67	14	6	6	NUM
app01-8030	67	15	7δ	7δ	NOUN
app01-8030	67	16	δ	δ	PROPN
app01-8030	67	17	δ	δ	PROPN
app01-8030	67	18	δ	δ	PROPN
app01-8030	67	19	δ	δ	PROPN
app01-8030	67	20	δ	δ	PROPN
app01-8030	67	21	δ	δ	PROPN
app01-8030	67	22	δ	δ	PROPN
app01-8030	67	23	δ	δ	PROPN
app01-8030	67	24	δ	δ	PROPN
app01-8030	67	25	δ	δ	PROPN
app01-8030	67	26	δ	δ	PROPN
app01-8030	67	27	δ	δ	PROPN
app01-8030	67	28	δ	δ	PROPN
app01-8030	67	29	load	load	NOUN
app01-8030	67	30	control	control	NOUN
app01-8030	67	31	1cycle	1cycle	NUM
app01-8030	67	32	2cycles	2cycles	NUM
app01-8030	67	33	2cycles	2cycles	NUM
app01-8030	67	34	2cycles	2cycles	NUM
app01-8030	67	35	2cycles	2cycles	NUM
app01-8030	67	36	2cycles	2cycles	NUM
app01-8030	67	37	2cycles	2cycles	NUM
app01-8030	67	38	displacement	displacement	ADJ
app01-8030	67	39	control	control	NOUN
app01-8030	67	40	yielding	yield	VERB
app01-8030	67	41	of	of	ADP
app01-8030	67	42	steel	steel	NOUN
app01-8030	67	43	figure	figure	NOUN
app01-8030	67	44	5	5	NUM
app01-8030	67	45	.	.	PUNCT
app01-8030	67	46	loading	load	VERB
app01-8030	67	47	history	history	NOUN
app01-8030	67	48	.	.	PUNCT
app01-8030	68	1	3.1.3	3.1.3	NUM
app01-8030	68	2	.	.	X
app01-8030	68	3	s2.5	s2.5	NOUN
app01-8030	68	4	-	-	PUNCT
app01-8030	68	5	a0.4	a0.4	NOUN
app01-8030	68	6	specimen	speciman	NOUN
app01-8030	68	7	there	there	PRON
app01-8030	68	8	are	be	VERB
app01-8030	68	9	some	some	DET
app01-8030	68	10	flexural	flexural	ADJ
app01-8030	68	11	and	and	CCONJ
app01-8030	68	12	flexural	flexural	ADJ
app01-8030	68	13	-	-	PUNCT
app01-8030	68	14	shear	shear	NOUN
app01-8030	68	15	cracks	crack	NOUN
app01-8030	68	16	are	be	AUX
app01-8030	68	17	observed	observe	VERB
app01-8030	68	18	at	at	ADP
app01-8030	68	19	the	the	DET
app01-8030	68	20	drift	drift	NOUN
app01-8030	68	21	angle	angle	NOUN
app01-8030	68	22	of	of	ADP
app01-8030	68	23	0.21	0.21	NUM
app01-8030	68	24	%	%	NOUN
app01-8030	68	25	with	with	ADP
app01-8030	68	26	the	the	DET
app01-8030	68	27	maximum	maximum	ADJ
app01-8030	68	28	width	width	NOUN
app01-8030	68	29	of	of	ADP
app01-8030	68	30	0.15	0.15	NUM
app01-8030	68	31	mm	mm	NOUN
app01-8030	68	32	.	.	PUNCT
app01-8030	68	33	loaded	load	VERB
app01-8030	68	34	to	to	ADP
app01-8030	68	35	0.34	0.34	NUM
app01-8030	68	36	%	%	NOUN
app01-8030	68	37	,	,	PUNCT
app01-8030	68	38	vertical	vertical	ADJ
app01-8030	68	39	and	and	CCONJ
app01-8030	68	40	horizontal	horizontal	ADJ
app01-8030	68	41	cracks	crack	NOUN
app01-8030	68	42	occur	occur	VERB
app01-8030	68	43	along	along	ADP
app01-8030	68	44	the	the	DET
app01-8030	68	45	light	light	ADJ
app01-8030	68	46	gauge	gauge	NOUN
app01-8030	68	47	steel	steel	NOUN
app01-8030	68	48	lattice	lattice	NOUN
app01-8030	68	49	columns	column	NOUN
app01-8030	68	50	and	and	CCONJ
app01-8030	68	51	braces	brace	NOUN
app01-8030	68	52	.	.	PUNCT
app01-8030	69	1	at	at	ADP
app01-8030	69	2	the	the	DET
app01-8030	69	3	drift	drift	NOUN
app01-8030	69	4	angle	angle	NOUN
app01-8030	69	5	of	of	ADP
app01-8030	69	6	3.04	3.04	NUM
app01-8030	69	7	%	%	NOUN
app01-8030	69	8	,	,	PUNCT
app01-8030	69	9	the	the	DET
app01-8030	69	10	width	width	NOUN
app01-8030	69	11	of	of	ADP
app01-8030	69	12	flexural	flexural	ADJ
app01-8030	69	13	cracks	crack	NOUN
app01-8030	69	14	increases	increase	NOUN
app01-8030	69	15	,	,	PUNCT
app01-8030	69	16	and	and	CCONJ
app01-8030	69	17	local	local	ADJ
app01-8030	69	18	crush	crush	NOUN
app01-8030	69	19	of	of	ADP
app01-8030	69	20	lightweight	lightweight	ADJ
app01-8030	69	21	concrete	concrete	ADJ
app01-8030	69	22	cover	cover	NOUN
app01-8030	69	23	is	be	AUX
app01-8030	69	24	observed	observe	VERB
app01-8030	69	25	at	at	ADP
app01-8030	69	26	the	the	DET
app01-8030	69	27	bottom	bottom	NOUN
app01-8030	69	28	of	of	ADP
app01-8030	69	29	wall	wall	NOUN
app01-8030	69	30	.	.	PUNCT
app01-8030	70	1	3.2	3.2	NUM
app01-8030	70	2	.	.	PUNCT
app01-8030	71	1	hysteretic	hysteretic	ADJ
app01-8030	71	2	characteristics	characteristic	NOUN
app01-8030	71	3	figure	figure	VERB
app01-8030	71	4	7	7	NUM
app01-8030	71	5	shows	show	VERB
app01-8030	71	6	the	the	DET
app01-8030	71	7	relationship	relationship	NOUN
app01-8030	71	8	between	between	ADP
app01-8030	71	9	lateral	lateral	ADJ
app01-8030	71	10	strength	strength	NOUN
app01-8030	71	11	and	and	CCONJ
app01-8030	71	12	drift	drift	NOUN
app01-8030	71	13	angle	angle	NOUN
app01-8030	71	14	.	.	PUNCT
app01-8030	72	1	3.2.1	3.2.1	NUM
app01-8030	72	2	.	.	PUNCT
app01-8030	72	3	s0.8	s0.8	NOUN
app01-8030	72	4	-	-	PUNCT
app01-8030	72	5	a0.4	a0.4	NOUN
app01-8030	72	6	specimen	speciman	NOUN
app01-8030	72	7	the	the	DET
app01-8030	72	8	maximum	maximum	ADJ
app01-8030	72	9	lateral	lateral	ADJ
app01-8030	72	10	strength	strength	NOUN
app01-8030	72	11	of	of	ADP
app01-8030	72	12	295.5kn	295.5kn	PROPN
app01-8030	72	13	is	be	AUX
app01-8030	72	14	recorded	record	VERB
app01-8030	72	15	at	at	ADP
app01-8030	72	16	the	the	DET
app01-8030	72	17	drift	drift	NOUN
app01-8030	72	18	angle	angle	NOUN
app01-8030	72	19	of	of	ADP
app01-8030	72	20	0.59	0.59	NUM
app01-8030	72	21	%	%	NOUN
app01-8030	72	22	.	.	PUNCT
app01-8030	73	1	then	then	ADV
app01-8030	73	2	,	,	PUNCT
app01-8030	73	3	remarkably	remarkably	ADV
app01-8030	73	4	rapid	rapid	ADJ
app01-8030	73	5	strength	strength	NOUN
app01-8030	73	6	deterioration	deterioration	NOUN
app01-8030	73	7	is	be	AUX
app01-8030	73	8	observed	observe	VERB
app01-8030	73	9	until	until	ADP
app01-8030	73	10	the	the	DET
app01-8030	73	11	drift	drift	NOUN
app01-8030	73	12	angle	angle	NOUN
app01-8030	73	13	of	of	ADP
app01-8030	73	14	1.53	1.53	NUM
app01-8030	73	15	%	%	NOUN
app01-8030	73	16	,	,	PUNCT
app01-8030	73	17	which	which	PRON
app01-8030	73	18	is	be	AUX
app01-8030	73	19	the	the	DET
app01-8030	73	20	safety	safety	NOUN
app01-8030	73	21	limitation	limitation	NOUN
app01-8030	73	22	of	of	ADP
app01-8030	73	23	the	the	DET
app01-8030	73	24	specimen	speciman	NOUN
app01-8030	73	25	.	.	PUNCT
app01-8030	74	1	it	it	PRON
app01-8030	74	2	shows	show	VERB
app01-8030	74	3	typical	typical	ADJ
app01-8030	74	4	shear	shear	NOUN
app01-8030	74	5	failure	failure	NOUN
app01-8030	74	6	characteristics	characteristic	NOUN
app01-8030	74	7	.	.	PUNCT
app01-8030	75	1	3.2.2	3.2.2	NUM
app01-8030	75	2	.	.	PUNCT
app01-8030	76	1	s1.5	s1.5	NOUN
app01-8030	76	2	-	-	PUNCT
app01-8030	76	3	a0.4	a0.4	NOUN
app01-8030	76	4	specimen	speciman	NOUN
app01-8030	76	5	the	the	DET
app01-8030	76	6	maximum	maximum	ADJ
app01-8030	76	7	lateral	lateral	ADJ
app01-8030	76	8	strength	strength	NOUN
app01-8030	76	9	of	of	ADP
app01-8030	76	10	146.2kn	146.2kn	PROPN
app01-8030	76	11	is	be	AUX
app01-8030	76	12	recorded	record	VERB
app01-8030	76	13	at	at	ADP
app01-8030	76	14	the	the	DET
app01-8030	76	15	drift	drift	NOUN
app01-8030	76	16	angle	angle	NOUN
app01-8030	76	17	of	of	ADP
app01-8030	76	18	1.15	1.15	NUM
app01-8030	76	19	%	%	NOUN
app01-8030	76	20	.	.	PUNCT
app01-8030	77	1	then	then	ADV
app01-8030	77	2	,	,	PUNCT
app01-8030	77	3	relatively	relatively	ADV
app01-8030	77	4	slow	slow	ADJ
app01-8030	77	5	strength	strength	NOUN
app01-8030	77	6	deterioration	deterioration	NOUN
app01-8030	77	7	is	be	AUX
app01-8030	77	8	observed	observe	VERB
app01-8030	77	9	until	until	ADP
app01-8030	77	10	the	the	DET
app01-8030	77	11	drift	drift	NOUN
app01-8030	77	12	angle	angle	NOUN
app01-8030	77	13	of	of	ADP
app01-8030	77	14	2.10	2.10	NUM
app01-8030	77	15	%	%	NOUN
app01-8030	77	16	,	,	PUNCT
app01-8030	77	17	which	which	PRON
app01-8030	77	18	is	be	AUX
app01-8030	77	19	the	the	DET
app01-8030	77	20	safety	safety	NOUN
app01-8030	77	21	limitation	limitation	NOUN
app01-8030	77	22	of	of	ADP
app01-8030	77	23	the	the	DET
app01-8030	77	24	specimen	speciman	NOUN
app01-8030	77	25	.	.	PUNCT
app01-8030	78	1	it	it	PRON
app01-8030	78	2	shows	show	VERB
app01-8030	78	3	flexural	flexural	ADJ
app01-8030	78	4	-	-	PUNCT
app01-8030	78	5	shear	shear	NOUN
app01-8030	78	6	failure	failure	NOUN
app01-8030	78	7	characteristics	characteristic	NOUN
app01-8030	78	8	.	.	PUNCT
app01-8030	79	1	3.2.3	3.2.3	X
app01-8030	79	2	.	.	X
app01-8030	79	3	s2.5	s2.5	NOUN
app01-8030	79	4	-	-	PUNCT
app01-8030	79	5	a0.4	a0.4	NOUN
app01-8030	79	6	specimen	speciman	NOUN
app01-8030	79	7	the	the	DET
app01-8030	79	8	maximum	maximum	ADJ
app01-8030	79	9	lateral	lateral	ADJ
app01-8030	79	10	strength	strength	NOUN
app01-8030	79	11	of	of	ADP
app01-8030	79	12	73.8kn	73.8kn	PRON
app01-8030	79	13	is	be	AUX
app01-8030	79	14	recorded	record	VERB
app01-8030	79	15	at	at	ADP
app01-8030	79	16	the	the	DET
app01-8030	79	17	drift	drift	NOUN
app01-8030	79	18	angle	angle	NOUN
app01-8030	79	19	of	of	ADP
app01-8030	79	20	0.46	0.46	NUM
app01-8030	79	21	%	%	NOUN
app01-8030	79	22	.	.	PUNCT
app01-8030	80	1	then	then	ADV
app01-8030	80	2	,	,	PUNCT
app01-8030	80	3	slow	slow	ADJ
app01-8030	80	4	strength	strength	NOUN
app01-8030	80	5	deterioration	deterioration	NOUN
app01-8030	80	6	is	be	AUX
app01-8030	80	7	observed	observe	VERB
app01-8030	80	8	until	until	ADP
app01-8030	80	9	the	the	DET
app01-8030	80	10	drift	drift	NOUN
app01-8030	80	11	angle	angle	NOUN
app01-8030	80	12	of	of	ADP
app01-8030	80	13	1.23	1.23	NUM
app01-8030	80	14	%	%	NOUN
app01-8030	80	15	,	,	PUNCT
app01-8030	80	16	which	which	PRON
app01-8030	80	17	is	be	AUX
app01-8030	80	18	the	the	DET
app01-8030	80	19	safety	safety	NOUN
app01-8030	80	20	limitation	limitation	NOUN
app01-8030	80	21	of	of	ADP
app01-8030	80	22	the	the	DET
app01-8030	80	23	specimen	speciman	NOUN
app01-8030	80	24	.	.	PUNCT
app01-8030	81	1	it	it	PRON
app01-8030	81	2	shows	show	VERB
app01-8030	81	3	typical	typical	ADJ
app01-8030	81	4	flexural	flexural	ADJ
app01-8030	81	5	failure	failure	NOUN
app01-8030	81	6	characteristics	characteristic	NOUN
app01-8030	81	7	.	.	PUNCT
app01-8030	82	1	4	4	X
app01-8030	82	2	.	.	X
app01-8030	82	3	seismic	seismic	ADJ
app01-8030	82	4	capacity	capacity	NOUN
app01-8030	82	5	evaluation	evaluation	NOUN
app01-8030	82	6	4.0.1	4.0.1	NOUN
app01-8030	82	7	.	.	PUNCT
app01-8030	83	1	lateral	lateral	ADJ
app01-8030	83	2	load	load	NOUN
app01-8030	83	3	bearing	bear	VERB
app01-8030	83	4	capacity	capacity	NOUN
app01-8030	83	5	figure	figure	NOUN
app01-8030	83	6	8	8	NUM
app01-8030	83	7	shows	show	VERB
app01-8030	83	8	the	the	DET
app01-8030	83	9	relationship	relationship	NOUN
app01-8030	83	10	between	between	ADP
app01-8030	83	11	maximum	maximum	ADJ
app01-8030	83	12	lateral	lateral	ADJ
app01-8030	83	13	strength	strength	NOUN
app01-8030	83	14	and	and	CCONJ
app01-8030	83	15	shear	shear	NOUN
app01-8030	83	16	span	span	PROPN
app01-8030	83	17	ratio	ratio	NOUN
app01-8030	83	18	.	.	PUNCT
app01-8030	84	1	the	the	DET
app01-8030	84	2	maximum	maximum	ADJ
app01-8030	84	3	lateral	lateral	ADJ
app01-8030	84	4	strength	strength	NOUN
app01-8030	84	5	decreases	decrease	VERB
app01-8030	84	6	with	with	ADP
app01-8030	84	7	the	the	DET
app01-8030	84	8	increase	increase	NOUN
app01-8030	84	9	of	of	ADP
app01-8030	84	10	the	the	DET
app01-8030	84	11	shear	shear	NOUN
app01-8030	84	12	span	span	PROPN
app01-8030	84	13	ratio	ratio	NOUN
app01-8030	84	14	.	.	PUNCT
app01-8030	85	1	compared	compare	VERB
app01-8030	85	2	with	with	ADP
app01-8030	85	3	the	the	DET
app01-8030	85	4	s0.8	s0.8	NOUN
app01-8030	85	5	-	-	PUNCT
app01-8030	85	6	a0.4	a0.4	NOUN
app01-8030	85	7	specimen	speciman	NOUN
app01-8030	85	8	,	,	PUNCT
app01-8030	85	9	the	the	DET
app01-8030	85	10	maximum	maximum	ADJ
app01-8030	85	11	lateral	lateral	ADJ
app01-8030	85	12	strength	strength	NOUN
app01-8030	85	13	of	of	ADP
app01-8030	85	14	the	the	DET
app01-8030	85	15	s2.5	s2.5	PROPN
app01-8030	85	16	-	-	PUNCT
app01-8030	85	17	a0.4	a0.4	NOUN
app01-8030	85	18	specimen	speciman	NOUN
app01-8030	85	19	decreases	decrease	VERB
app01-8030	85	20	by	by	ADP
app01-8030	85	21	75.0	75.0	NUM
app01-8030	85	22	%	%	NOUN
app01-8030	85	23	.	.	PUNCT
app01-8030	86	1	it	it	PRON
app01-8030	86	2	can	can	AUX
app01-8030	86	3	be	be	AUX
app01-8030	86	4	considered	consider	VERB
app01-8030	86	5	that	that	SCONJ
app01-8030	86	6	the	the	DET
app01-8030	86	7	flexural	flexural	ADJ
app01-8030	86	8	failure	failure	NOUN
app01-8030	86	9	characteristics	characteristic	NOUN
app01-8030	86	10	of	of	ADP
app01-8030	86	11	shear	shear	NOUN
app01-8030	86	12	wall	wall	NOUN
app01-8030	86	13	gradually	gradually	ADV
app01-8030	86	14	dominates	dominate	VERB
app01-8030	86	15	with	with	ADP
app01-8030	86	16	the	the	DET
app01-8030	86	17	increase	increase	NOUN
app01-8030	86	18	of	of	ADP
app01-8030	86	19	the	the	DET
app01-8030	86	20	shear	shear	NOUN
app01-8030	86	21	span	span	PROPN
app01-8030	86	22	ratio	ratio	NOUN
app01-8030	86	23	.	.	PUNCT
app01-8030	87	1	4.1	4.1	NUM
app01-8030	87	2	.	.	PUNCT
app01-8030	87	3	deformation	deformation	NOUN
app01-8030	87	4	capacity	capacity	NOUN
app01-8030	87	5	figure	figure	NOUN
app01-8030	87	6	9	9	NUM
app01-8030	87	7	shows	show	VERB
app01-8030	87	8	the	the	DET
app01-8030	87	9	relationship	relationship	NOUN
app01-8030	87	10	between	between	ADP
app01-8030	87	11	ductility	ductility	NOUN
app01-8030	87	12	coefficient	coefficient	NOUN
app01-8030	87	13	and	and	CCONJ
app01-8030	87	14	shear	shear	NOUN
app01-8030	87	15	span	span	PROPN
app01-8030	87	16	ratio	ratio	NOUN
app01-8030	87	17	.	.	PUNCT
app01-8030	88	1	herein	herein	NOUN
app01-8030	88	2	,	,	PUNCT
app01-8030	88	3	the	the	DET
app01-8030	88	4	ductility	ductility	NOUN
app01-8030	88	5	coefficient	coefficient	NOUN
app01-8030	88	6	(	(	PUNCT
app01-8030	88	7	µ	µ	NOUN
app01-8030	88	8	)	)	PUNCT
app01-8030	88	9	of	of	ADP
app01-8030	88	10	the	the	DET
app01-8030	88	11	lslc	lslc	PROPN
app01-8030	88	12	shear	shear	NOUN
app01-8030	88	13	wall	wall	PROPN
app01-8030	88	14	is	be	AUX
app01-8030	88	15	calculated	calculate	VERB
app01-8030	88	16	as	as	ADP
app01-8030	88	17	the	the	DET
app01-8030	88	18	ratio	ratio	NOUN
app01-8030	88	19	of	of	ADP
app01-8030	88	20	failure	failure	NOUN
app01-8030	88	21	displacement	displacement	NOUN
app01-8030	88	22	(	(	PUNCT
app01-8030	88	23	∆u	∆u	PROPN
app01-8030	88	24	,	,	PUNCT
app01-8030	88	25	displacement	displacement	NOUN
app01-8030	88	26	of	of	ADP
app01-8030	88	27	safety	safety	NOUN
app01-8030	88	28	limitation	limitation	NOUN
app01-8030	88	29	)	)	PUNCT
app01-8030	88	30	to	to	PART
app01-8030	88	31	yield	yield	VERB
app01-8030	88	32	displacement	displacement	NOUN
app01-8030	88	33	(	(	PUNCT
app01-8030	88	34	∆y	∆y	PROPN
app01-8030	88	35	)	)	PUNCT
app01-8030	88	36	,	,	PUNCT
app01-8030	88	37	which	which	PRON
app01-8030	88	38	is	be	AUX
app01-8030	88	39	defined	define	VERB
app01-8030	88	40	as	as	SCONJ
app01-8030	88	41	shown	show	VERB
app01-8030	88	42	in	in	ADP
app01-8030	88	43	figure	figure	NOUN
app01-8030	88	44	10	10	NUM
app01-8030	88	45	.	.	PUNCT
app01-8030	89	1	it	it	PRON
app01-8030	89	2	is	be	AUX
app01-8030	89	3	difficult	difficult	ADJ
app01-8030	89	4	to	to	PART
app01-8030	89	5	determine	determine	VERB
app01-8030	89	6	the	the	DET
app01-8030	89	7	internal	internal	ADJ
app01-8030	89	8	relationship	relationship	NOUN
app01-8030	89	9	between	between	ADP
app01-8030	89	10	the	the	DET
app01-8030	89	11	shear	shear	NOUN
app01-8030	89	12	span	span	NOUN
app01-8030	89	13	ratio	ratio	NOUN
app01-8030	89	14	and	and	CCONJ
app01-8030	89	15	the	the	DET
app01-8030	89	16	ductility	ductility	NOUN
app01-8030	89	17	coefficient	coefficient	NOUN
app01-8030	89	18	of	of	ADP
app01-8030	89	19	the	the	DET
app01-8030	89	20	lslc	lslc	PROPN
app01-8030	89	21	shear	shear	NOUN
app01-8030	89	22	wall	wall	PROPN
app01-8030	89	23	.	.	PUNCT
app01-8030	90	1	however	however	ADV
app01-8030	90	2	,	,	PUNCT
app01-8030	90	3	the	the	DET
app01-8030	90	4	ductility	ductility	NOUN
app01-8030	90	5	coefficient	coefficient	NOUN
app01-8030	90	6	of	of	ADP
app01-8030	90	7	each	each	DET
app01-8030	90	8	specimen	speciman	NOUN
app01-8030	90	9	is	be	AUX
app01-8030	90	10	larger	large	ADJ
app01-8030	90	11	than	than	ADP
app01-8030	90	12	4	4	NUM
app01-8030	90	13	,	,	PUNCT
app01-8030	90	14	showing	show	VERB
app01-8030	90	15	better	well	ADJ
app01-8030	90	16	deformation	deformation	NOUN
app01-8030	90	17	capacity	capacity	NOUN
app01-8030	90	18	compared	compare	VERB
app01-8030	90	19	with	with	ADP
app01-8030	90	20	the	the	DET
app01-8030	90	21	reinforced	reinforce	VERB
app01-8030	90	22	concrete	concrete	ADJ
app01-8030	90	23	shear	shear	NOUN
app01-8030	90	24	walls	wall	NOUN
app01-8030	90	25	[	[	X
app01-8030	90	26	7	7	NUM
app01-8030	90	27	]	]	PUNCT
app01-8030	90	28	.	.	PUNCT
app01-8030	91	1	4.2	4.2	NUM
app01-8030	91	2	.	.	PUNCT
app01-8030	92	1	energy	energy	NOUN
app01-8030	92	2	absorption	absorption	NOUN
app01-8030	92	3	capacity	capacity	NOUN
app01-8030	92	4	since	since	SCONJ
app01-8030	92	5	the	the	DET
app01-8030	92	6	absolute	absolute	ADJ
app01-8030	92	7	value	value	NOUN
app01-8030	92	8	of	of	ADP
app01-8030	92	9	dissipated	dissipate	VERB
app01-8030	92	10	energy	energy	NOUN
app01-8030	92	11	depends	depend	VERB
app01-8030	92	12	on	on	ADP
app01-8030	92	13	the	the	DET
app01-8030	92	14	scale	scale	NOUN
app01-8030	92	15	of	of	ADP
app01-8030	92	16	the	the	DET
app01-8030	92	17	specimen	speciman	NOUN
app01-8030	92	18	such	such	ADJ
app01-8030	92	19	as	as	ADP
app01-8030	92	20	the	the	DET
app01-8030	92	21	crosssectional	crosssectional	ADJ
app01-8030	92	22	area	area	NOUN
app01-8030	92	23	,	,	PUNCT
app01-8030	92	24	the	the	DET
app01-8030	92	25	normalized	normalize	VERB
app01-8030	92	26	equivalent	equivalent	ADJ
app01-8030	92	27	damping	damp	VERB
app01-8030	92	28	ratio	ratio	NOUN
app01-8030	92	29	(	(	PUNCT
app01-8030	92	30	heq	heq	NOUN
app01-8030	92	31	)	)	PUNCT
app01-8030	92	32	is	be	AUX
app01-8030	92	33	applied	apply	VERB
app01-8030	92	34	to	to	PART
app01-8030	92	35	evaluate	evaluate	VERB
app01-8030	92	36	the	the	DET
app01-8030	92	37	energy	energy	NOUN
app01-8030	92	38	absorption	absorption	NOUN
app01-8030	92	39	capacity	capacity	NOUN
app01-8030	92	40	of	of	ADP
app01-8030	92	41	the	the	DET
app01-8030	92	42	lslc	lslc	PROPN
app01-8030	92	43	shear	shear	NOUN
app01-8030	92	44	wall	wall	PROPN
app01-8030	92	45	.	.	PUNCT
app01-8030	93	1	herein	herein	PROPN
app01-8030	93	2	,	,	PUNCT
app01-8030	93	3	the	the	DET
app01-8030	93	4	equivalent	equivalent	ADJ
app01-8030	93	5	damping	damp	VERB
app01-8030	93	6	ratio	ratio	NOUN
app01-8030	93	7	is	be	AUX
app01-8030	93	8	calculated	calculate	VERB
app01-8030	93	9	from	from	ADP
app01-8030	93	10	the	the	DET
app01-8030	93	11	energy	energy	NOUN
app01-8030	93	12	absorbed	absorb	VERB
app01-8030	93	13	in	in	ADP
app01-8030	93	14	one	one	NUM
app01-8030	93	15	cycle	cycle	NOUN
app01-8030	93	16	(	(	PUNCT
app01-8030	93	17	∆w	∆w	PROPN
app01-8030	93	18	)	)	PUNCT
app01-8030	93	19	and	and	CCONJ
app01-8030	93	20	equivalent	equivalent	ADJ
app01-8030	93	21	potential	potential	ADJ
app01-8030	93	22	energy	energy	NOUN
app01-8030	93	23	(	(	PUNCT
app01-8030	93	24	we	we	PRON
app01-8030	93	25	,	,	PUNCT
app01-8030	93	26	strain	strain	VERB
app01-8030	93	27	energy	energy	NOUN
app01-8030	93	28	)	)	PUNCT
app01-8030	93	29	as	as	SCONJ
app01-8030	93	30	shown	show	VERB
app01-8030	93	31	in	in	ADP
app01-8030	93	32	figure	figure	NOUN
app01-8030	93	33	11	11	NUM
app01-8030	93	34	.	.	PUNCT
app01-8030	94	1	figure	figure	VERB
app01-8030	94	2	12	12	NUM
app01-8030	94	3	shows	show	NOUN
app01-8030	94	4	equivalent	equivalent	ADJ
app01-8030	94	5	damping	damp	VERB
app01-8030	94	6	ratio	ratio	NOUN
app01-8030	94	7	of	of	ADP
app01-8030	94	8	each	each	DET
app01-8030	94	9	specimen	speciman	NOUN
app01-8030	94	10	.	.	PUNCT
app01-8030	95	1	the	the	DET
app01-8030	95	2	maximum	maximum	ADJ
app01-8030	95	3	value	value	NOUN
app01-8030	95	4	of	of	ADP
app01-8030	95	5	the	the	DET
app01-8030	95	6	equivalent	equivalent	ADJ
app01-8030	95	7	damping	damp	VERB
app01-8030	95	8	ratio	ratio	NOUN
app01-8030	95	9	for	for	ADP
app01-8030	95	10	each	each	DET
app01-8030	95	11	specimen	speciman	NOUN
app01-8030	95	12	is	be	AUX
app01-8030	95	13	recorded	record	VERB
app01-8030	95	14	17.19	17.19	NUM
app01-8030	95	15	∼	∼	NOUN
app01-8030	95	16	19.27	19.27	NUM
app01-8030	95	17	%	%	NOUN
app01-8030	95	18	.	.	PUNCT
app01-8030	96	1	after	after	ADP
app01-8030	96	2	loading	load	VERB
app01-8030	96	3	to	to	ADP
app01-8030	96	4	the	the	DET
app01-8030	96	5	drift	drift	NOUN
app01-8030	96	6	angle	angle	NOUN
app01-8030	96	7	of	of	ADP
app01-8030	96	8	0.5	0.5	NUM
app01-8030	96	9	%	%	NOUN
app01-8030	96	10	,	,	PUNCT
app01-8030	96	11	the	the	DET
app01-8030	96	12	equivalent	equivalent	ADJ
app01-8030	96	13	damping	damp	VERB
app01-8030	96	14	ratio	ratio	NOUN
app01-8030	96	15	of	of	ADP
app01-8030	96	16	the	the	DET
app01-8030	96	17	lslc	lslc	PROPN
app01-8030	96	18	shear	shear	NOUN
app01-8030	96	19	wall	wall	PROPN
app01-8030	96	20	shows	show	VERB
app01-8030	96	21	the	the	DET
app01-8030	96	22	relatively	relatively	ADV
app01-8030	96	23	stable	stable	ADJ
app01-8030	96	24	values	value	NOUN
app01-8030	96	25	as	as	ADP
app01-8030	96	26	12	12	NUM
app01-8030	96	27	∼	∼	NOUN
app01-8030	96	28	20	20	NUM
app01-8030	96	29	%	%	NOUN
app01-8030	96	30	.	.	PUNCT
app01-8030	97	1	compared	compare	VERB
app01-8030	97	2	with	with	ADP
app01-8030	97	3	the	the	DET
app01-8030	97	4	reinforced	reinforce	VERB
app01-8030	97	5	concrete	concrete	ADJ
app01-8030	97	6	shear	shear	NOUN
app01-8030	97	7	walls	wall	NOUN
app01-8030	97	8	[	[	X
app01-8030	97	9	8	8	NUM
app01-8030	97	10	]	]	PUNCT
app01-8030	97	11	,	,	PUNCT
app01-8030	97	12	the	the	DET
app01-8030	97	13	lslc	lslc	PROPN
app01-8030	97	14	shear	shear	NOUN
app01-8030	97	15	walls	wall	NOUN
app01-8030	97	16	show	show	VERB
app01-8030	97	17	lower	low	ADJ
app01-8030	97	18	energy	energy	NOUN
app01-8030	97	19	absorption	absorption	NOUN
app01-8030	97	20	capacity	capacity	NOUN
app01-8030	97	21	in	in	ADP
app01-8030	97	22	this	this	DET
app01-8030	97	23	experimental	experimental	ADJ
app01-8030	97	24	study	study	NOUN
app01-8030	97	25	,	,	PUNCT
app01-8030	97	26	and	and	CCONJ
app01-8030	97	27	it	it	PRON
app01-8030	97	28	can	can	AUX
app01-8030	97	29	be	be	AUX
app01-8030	97	30	considered	consider	VERB
app01-8030	97	31	that	that	SCONJ
app01-8030	97	32	the	the	DET
app01-8030	97	33	severe	severe	ADJ
app01-8030	97	34	slip	slip	NOUN
app01-8030	97	35	of	of	ADP
app01-8030	97	36	the	the	DET
app01-8030	97	37	lslc	lslc	PROPN
app01-8030	97	38	shear	shear	NOUN
app01-8030	97	39	wall	wall	PROPN
app01-8030	97	40	reduced	reduce	VERB
app01-8030	97	41	the	the	DET
app01-8030	97	42	hysteretic	hysteretic	ADJ
app01-8030	97	43	dissipated	dissipate	VERB
app01-8030	97	44	energy	energy	NOUN
app01-8030	97	45	.	.	PUNCT
app01-8030	98	1	5	5	X
app01-8030	98	2	.	.	X
app01-8030	98	3	calculation	calculation	NOUN
app01-8030	98	4	methods	method	NOUN
app01-8030	98	5	of	of	ADP
app01-8030	98	6	lateral	lateral	ADJ
app01-8030	98	7	strength	strength	NOUN
app01-8030	98	8	in	in	ADP
app01-8030	98	9	this	this	DET
app01-8030	98	10	paper	paper	NOUN
app01-8030	98	11	,	,	PUNCT
app01-8030	98	12	the	the	DET
app01-8030	98	13	past	past	ADJ
app01-8030	98	14	experimental	experimental	ADJ
app01-8030	98	15	results	result	NOUN
app01-8030	98	16	of	of	ADP
app01-8030	98	17	eleven	eleven	NUM
app01-8030	98	18	specimens	specimen	NOUN
app01-8030	98	19	are	be	AUX
app01-8030	98	20	employed	employ	VERB
app01-8030	98	21	to	to	PART
app01-8030	98	22	calculate	calculate	VERB
app01-8030	98	23	the	the	DET
app01-8030	98	24	lateral	lateral	ADJ
app01-8030	98	25	476	476	NUM
app01-8030	98	26	vol	vol	NOUN
app01-8030	98	27	.	.	PUNCT
app01-8030	99	1	33/2022	33/2022	NOUN
app01-8030	99	2	lateral	lateral	ADJ
app01-8030	99	3	load	load	NOUN
app01-8030	99	4	bearing	bear	VERB
app01-8030	99	5	characteristic	characteristic	NOUN
app01-8030	99	6	of	of	ADP
app01-8030	99	7	shear	shear	NOUN
app01-8030	99	8	walls	wall	NOUN
app01-8030	99	9	正向加载	正向加载	VERB
app01-8030	99	10	负向加载	负向加载	ADJ
app01-8030	99	11	positive	positive	ADJ
app01-8030	99	12	loading	loading	NOUN
app01-8030	99	13	negative	negative	ADJ
app01-8030	99	14	loading	loading	NOUN
app01-8030	99	15	figure	figure	NOUN
app01-8030	99	16	6	6	NUM
app01-8030	99	17	.	.	PUNCT
app01-8030	99	18	crack	crack	VERB
app01-8030	99	19	patterns	pattern	NOUN
app01-8030	99	20	.	.	PUNCT
app01-8030	100	1	-5	-5	INTJ
app01-8030	101	1	-4	-4	INTJ
app01-8030	101	2	-3	-3	INTJ
app01-8030	102	1	-2	-2	INTJ
app01-8030	103	1	-1	-1	SYM
app01-8030	103	2	0	0	NUM
app01-8030	104	1	1	1	NUM
app01-8030	104	2	2	2	NUM
app01-8030	104	3	3	3	NUM
app01-8030	104	4	4	4	NUM
app01-8030	104	5	5	5	NUM
app01-8030	104	6	-400	-400	NUM
app01-8030	104	7	-300	-300	INTJ
app01-8030	105	1	-200	-200	NUM
app01-8030	105	2	-100	-100	PROPN
app01-8030	105	3	0	0	NUM
app01-8030	105	4	100	100	NUM
app01-8030	105	5	200	200	NUM
app01-8030	105	6	300	300	NUM
app01-8030	105	7	400	400	NUM
app01-8030	105	8	θ=0.25%，第一条竖裂缝	θ=0.25%，第一条竖裂缝	PROPN
app01-8030	105	9	荷	荷	DET
app01-8030	105	10	载	载	PROPN
app01-8030	105	11	p/	p/	NOUN
app01-8030	105	12	kn	kn	NOUN
app01-8030	105	13	位移角θ/%	位移角θ/%	X
app01-8030	105	14	θ=1.53%，85%最大荷载	θ=1.53%，85%最大荷载	PROPN
app01-8030	105	15	θ=0.59%，最大正向荷载	θ=0.59%，最大正向荷载	PROPN
app01-8030	105	16	θ=0.11%，第一条斜裂缝	θ=0.11%，第一条斜裂缝	PROPN
app01-8030	105	17	-80	-80	PUNCT
app01-8030	105	18	-60	-60	SYM
app01-8030	105	19	-40	-40	PROPN
app01-8030	105	20	-20	-20	NUM
app01-8030	105	21	0	0	NUM
app01-8030	105	22	20	20	NUM
app01-8030	105	23	40	40	NUM
app01-8030	105	24	60	60	NUM
app01-8030	105	25	80	80	NUM
app01-8030	105	26	位移δ	位移δ	PROPN
app01-8030	105	27	/	/	SYM
app01-8030	105	28	mm	mm	INTJ
app01-8030	105	29	-5	-5	INTJ
app01-8030	106	1	-4	-4	INTJ
app01-8030	106	2	-3	-3	INTJ
app01-8030	107	1	-2	-2	INTJ
app01-8030	108	1	-1	-1	SYM
app01-8030	108	2	0	0	NUM
app01-8030	109	1	1	1	NUM
app01-8030	109	2	2	2	NUM
app01-8030	109	3	3	3	NUM
app01-8030	109	4	4	4	NUM
app01-8030	109	5	5	5	NUM
app01-8030	109	6	-400	-400	NUM
app01-8030	109	7	-300	-300	INTJ
app01-8030	110	1	-200	-200	NUM
app01-8030	110	2	-100	-100	PROPN
app01-8030	110	3	0	0	NUM
app01-8030	110	4	100	100	NUM
app01-8030	110	5	200	200	NUM
app01-8030	110	6	300	300	NUM
app01-8030	110	7	400	400	NUM
app01-8030	110	8	位移角θ/%	位移角θ/%	PRON
app01-8030	111	1	θ=0.11%，第一条斜裂缝	θ=0.11%，第一条斜裂缝	ADJ
app01-8030	111	2	θ=0.20%，第一条竖裂缝	θ=0.20%，第一条竖裂缝	PROPN
app01-8030	111	3	θ=0.36%，第一条横裂缝	θ=0.36%，第一条横裂缝	PROPN
app01-8030	111	4	θ=1.15%，最大正向荷载	θ=1.15%，最大正向荷载	PROPN
app01-8030	111	5	θ=2.10%，85%最大荷载	θ=2.10%，85%最大荷载	PROPN
app01-8030	111	6	-90	-90	PUNCT
app01-8030	111	7	-60	-60	PUNCT
app01-8030	111	8	-30	-30	SYM
app01-8030	111	9	0	0	NUM
app01-8030	111	10	30	30	NUM
app01-8030	111	11	60	60	NUM
app01-8030	111	12	90	90	NUM
app01-8030	111	13	位移δ	位移δ	PROPN
app01-8030	111	14	/	/	SYM
app01-8030	111	15	mm	mm	INTJ
app01-8030	111	16	-5	-5	INTJ
app01-8030	112	1	-4	-4	INTJ
app01-8030	112	2	-3	-3	INTJ
app01-8030	113	1	-2	-2	INTJ
app01-8030	114	1	-1	-1	SYM
app01-8030	114	2	0	0	NUM
app01-8030	115	1	1	1	NUM
app01-8030	115	2	2	2	NUM
app01-8030	115	3	3	3	NUM
app01-8030	115	4	4	4	NUM
app01-8030	115	5	5	5	NUM
app01-8030	115	6	-400	-400	NUM
app01-8030	115	7	-300	-300	INTJ
app01-8030	116	1	-200	-200	NUM
app01-8030	116	2	-100	-100	PROPN
app01-8030	116	3	0	0	NUM
app01-8030	116	4	100	100	NUM
app01-8030	116	5	200	200	NUM
app01-8030	116	6	300	300	NUM
app01-8030	116	7	400	400	NUM
app01-8030	116	8	θ=0.21%，第一条斜裂缝	θ=0.21%，第一条斜裂缝	PROPN
app01-8030	116	9	位移角θ/%	位移角θ/%	PUNCT
app01-8030	117	1	θ=0.34%，第一条竖裂缝	θ=0.34%，第一条竖裂缝	PROPN
app01-8030	117	2	θ=0.46%，最大正向荷载	θ=0.46%，最大正向荷载	NOUN
app01-8030	117	3	θ=1.23%，85%最大荷载	θ=1.23%，85%最大荷载	NOUN
app01-8030	117	4	-90	-90	PUNCT
app01-8030	117	5	-60	-60	PUNCT
app01-8030	117	6	-30	-30	SYM
app01-8030	117	7	0	0	NUM
app01-8030	117	8	30	30	NUM
app01-8030	117	9	60	60	NUM
app01-8030	117	10	90	90	NUM
app01-8030	117	11	位移δ	位移δ	PROPN
app01-8030	117	12	/	/	SYM
app01-8030	117	13	mm	mm	PROPN
app01-8030	117	14	drift	drift	NOUN
app01-8030	117	15	angle	angle	NOUN
app01-8030	117	16	(	(	PUNCT
app01-8030	117	17	r	r	NOUN
app01-8030	117	18	,	,	PUNCT
app01-8030	117	19	%	%	INTJ
app01-8030	117	20	)	)	PUNCT
app01-8030	117	21	displacement	displacement	NOUN
app01-8030	117	22	(	(	PUNCT
app01-8030	117	23	mm	mm	NOUN
app01-8030	117	24	)	)	PUNCT
app01-8030	117	25	30	30	NUM
app01-8030	117	26	40	40	NUM
app01-8030	117	27	50	50	NUM
app01-8030	117	28	lo	lo	NOUN
app01-8030	117	29	ad	ad	NOUN
app01-8030	117	30	(	(	PUNCT
app01-8030	117	31	k	k	NOUN
app01-8030	117	32	n	n	ADJ
app01-8030	117	33	)	)	PUNCT
app01-8030	117	34	r=0.25	r=0.25	NOUN
app01-8030	117	35	%	%	NOUN
app01-8030	117	36	,	,	PUNCT
app01-8030	117	37	vertical	vertical	ADJ
app01-8030	117	38	crack	crack	NOUN
app01-8030	117	39	r=0.11	r=0.11	NOUN
app01-8030	117	40	%	%	NOUN
app01-8030	117	41	,	,	PUNCT
app01-8030	117	42	shear	shear	NOUN
app01-8030	117	43	crack	crack	NOUN
app01-8030	117	44	r=0.59	r=0.59	NOUN
app01-8030	117	45	%	%	NOUN
app01-8030	117	46	,	,	PUNCT
app01-8030	117	47	maximum	maximum	ADJ
app01-8030	117	48	load	load	NOUN
app01-8030	117	49	r=1.53	r=1.53	NOUN
app01-8030	117	50	%	%	NOUN
app01-8030	117	51	,	,	PUNCT
app01-8030	117	52	safety	safety	NOUN
app01-8030	117	53	limitation	limitation	NOUN
app01-8030	117	54	drift	drift	NOUN
app01-8030	117	55	angle	angle	NOUN
app01-8030	117	56	(	(	PUNCT
app01-8030	117	57	r	r	NOUN
app01-8030	117	58	,	,	PUNCT
app01-8030	117	59	%	%	INTJ
app01-8030	117	60	)	)	PUNCT
app01-8030	117	61	displacement	displacement	NOUN
app01-8030	117	62	(	(	PUNCT
app01-8030	117	63	mm	mm	NOUN
app01-8030	117	64	)	)	PUNCT
app01-8030	117	65	r=2.10	r=2.10	NOUN
app01-8030	117	66	%	%	NOUN
app01-8030	117	67	,	,	PUNCT
app01-8030	117	68	safety	safety	NOUN
app01-8030	117	69	limitation	limitation	NOUN
app01-8030	117	70	r=0.20	r=0.20	NOUN
app01-8030	117	71	%	%	NOUN
app01-8030	117	72	,	,	PUNCT
app01-8030	117	73	vertical	vertical	ADJ
app01-8030	117	74	crack	crack	NOUN
app01-8030	117	75	r=0.11	r=0.11	NOUN
app01-8030	117	76	%	%	NOUN
app01-8030	117	77	,	,	PUNCT
app01-8030	117	78	shear	shear	NOUN
app01-8030	117	79	crack	crack	VERB
app01-8030	117	80	r=0.36	r=0.36	NOUN
app01-8030	117	81	%	%	NOUN
app01-8030	117	82	,	,	PUNCT
app01-8030	117	83	horizontal	horizontal	ADJ
app01-8030	117	84	crack	crack	PROPN
app01-8030	117	85	r=1.15	r=1.15	NOUN
app01-8030	117	86	%	%	NOUN
app01-8030	117	87	,	,	PUNCT
app01-8030	117	88	maximum	maximum	ADJ
app01-8030	117	89	load	load	NOUN
app01-8030	117	90	drift	drift	NOUN
app01-8030	117	91	angle	angle	NOUN
app01-8030	117	92	(	(	PUNCT
app01-8030	117	93	r	r	NOUN
app01-8030	117	94	,	,	PUNCT
app01-8030	117	95	%	%	INTJ
app01-8030	117	96	)	)	PUNCT
app01-8030	117	97	displacement	displacement	NOUN
app01-8030	117	98	(	(	PUNCT
app01-8030	117	99	mm	mm	INTJ
app01-8030	117	100	)	)	PUNCT
app01-8030	117	101	r=1.23	r=1.23	PROPN
app01-8030	117	102	%	%	INTJ
app01-8030	117	103	,	,	PUNCT
app01-8030	117	104	safety	safety	NOUN
app01-8030	117	105	limitation	limitation	NOUN
app01-8030	117	106	r=0.34	r=0.34	NOUN
app01-8030	117	107	%	%	NOUN
app01-8030	117	108	,	,	PUNCT
app01-8030	117	109	vertical	vertical	ADJ
app01-8030	117	110	crack	crack	NOUN
app01-8030	117	111	r=0.21	r=0.21	NOUN
app01-8030	117	112	%	%	NOUN
app01-8030	117	113	,	,	PUNCT
app01-8030	117	114	shear	shear	NOUN
app01-8030	117	115	crack	crack	NOUN
app01-8030	117	116	r=0.46	r=0.46	NOUN
app01-8030	117	117	%	%	NOUN
app01-8030	117	118	,	,	PUNCT
app01-8030	117	119	maximum	maximum	ADJ
app01-8030	117	120	load	load	NOUN
app01-8030	117	121	figure	figure	NOUN
app01-8030	117	122	7	7	NUM
app01-8030	117	123	.	.	PUNCT
app01-8030	117	124	lateral	lateral	ADJ
app01-8030	117	125	strength	strength	NOUN
app01-8030	117	126	and	and	CCONJ
app01-8030	117	127	drift	drift	NOUN
app01-8030	117	128	angle	angle	NOUN
app01-8030	117	129	relation	relation	NOUN
app01-8030	117	130	.	.	PUNCT
app01-8030	118	1	0	0	NUM
app01-8030	119	1	50	50	NUM
app01-8030	119	2	100	100	NUM
app01-8030	119	3	150	150	NUM
app01-8030	119	4	200	200	NUM
app01-8030	119	5	250	250	NUM
app01-8030	119	6	300	300	NUM
app01-8030	119	7	0	0	NUM
app01-8030	119	8	0.5	0.5	NUM
app01-8030	119	9	1	1	NUM
app01-8030	119	10	1.5	1.5	NUM
app01-8030	119	11	2	2	NUM
app01-8030	119	12	2.5	2.5	NUM
app01-8030	119	13	3	3	NUM
app01-8030	119	14	la	la	ADV
app01-8030	119	15	te	te	ADP
app01-8030	119	16	ra	ra	PROPN
app01-8030	119	17	l	l	PROPN
app01-8030	119	18	s	s	PART
app01-8030	119	19	tre	tre	PROPN
app01-8030	119	20	ng	ng	PROPN
app01-8030	119	21	th	th	X
app01-8030	119	22	(	(	PUNCT
app01-8030	119	23	k	k	PROPN
app01-8030	119	24	n	n	PROPN
app01-8030	119	25	)	)	PUNCT
app01-8030	119	26	shear	shear	NOUN
app01-8030	119	27	span	span	NOUN
app01-8030	119	28	ratio	ratio	NOUN
app01-8030	119	29	s0.8	s0.8	NOUN
app01-8030	119	30	-	-	PUNCT
app01-8030	119	31	a0.4	a0.4	NOUN
app01-8030	119	32	specimen	speciman	NOUN
app01-8030	119	33	s1.5	s1.5	NOUN
app01-8030	119	34	-	-	PUNCT
app01-8030	119	35	a0.4	a0.4	NOUN
app01-8030	119	36	specimen	speciman	NOUN
app01-8030	119	37	s2.5	s2.5	NOUN
app01-8030	119	38	-	-	PUNCT
app01-8030	119	39	a0.4	a0.4	NOUN
app01-8030	119	40	specimen	speciman	NOUN
app01-8030	119	41	figure	figure	VERB
app01-8030	119	42	8	8	NUM
app01-8030	119	43	.	.	PUNCT
app01-8030	120	1	maximum	maximum	ADJ
app01-8030	120	2	lateral	lateral	ADJ
app01-8030	120	3	strength	strength	NOUN
app01-8030	120	4	.	.	PUNCT
app01-8030	121	1	0	0	NUM
app01-8030	122	1	3	3	NUM
app01-8030	122	2	6	6	NUM
app01-8030	122	3	9	9	NUM
app01-8030	122	4	12	12	NUM
app01-8030	122	5	15	15	NUM
app01-8030	122	6	0	0	NUM
app01-8030	122	7	0.5	0.5	NUM
app01-8030	122	8	1	1	NUM
app01-8030	122	9	1.5	1.5	NUM
app01-8030	122	10	2	2	NUM
app01-8030	122	11	2.5	2.5	NUM
app01-8030	122	12	3	3	NUM
app01-8030	122	13	d	d	NOUN
app01-8030	122	14	uc	uc	INTJ
app01-8030	122	15	til	til	ADV
app01-8030	122	16	ity	ity	PROPN
app01-8030	122	17	c	c	PROPN
app01-8030	122	18	oe	oe	PROPN
app01-8030	122	19	ffi	ffi	PROPN
app01-8030	122	20	ci	ci	PROPN
app01-8030	122	21	en	en	PROPN
app01-8030	122	22	t	t	PROPN
app01-8030	122	23	shear	shear	NOUN
app01-8030	122	24	span	span	NOUN
app01-8030	122	25	ratio	ratio	NOUN
app01-8030	122	26	s0.8	s0.8	NOUN
app01-8030	122	27	-	-	PUNCT
app01-8030	122	28	a0.4	a0.4	NOUN
app01-8030	122	29	specimen	speciman	NOUN
app01-8030	122	30	s1.5	s1.5	NOUN
app01-8030	122	31	-	-	PUNCT
app01-8030	122	32	a0.4	a0.4	NOUN
app01-8030	122	33	specimen	speciman	NOUN
app01-8030	122	34	s2.5	s2.5	NOUN
app01-8030	122	35	-	-	PUNCT
app01-8030	122	36	a0.4	a0.4	NOUN
app01-8030	122	37	specimen	speciman	NOUN
app01-8030	122	38	figure	figure	VERB
app01-8030	122	39	9	9	NUM
app01-8030	122	40	.	.	X
app01-8030	123	1	ductility	ductility	NOUN
app01-8030	123	2	coefficient	coefficient	NOUN
app01-8030	123	3	.	.	PUNCT
app01-8030	123	4	0	0	NUM
app01-8030	124	1	δy	δy	PROPN
app01-8030	124	2	δu	δu	ADP
app01-8030	124	3	δ	δ	PROPN
app01-8030	124	4	a1	a1	PROPN
app01-8030	124	5	a2	a2	PROPN
app01-8030	124	6	a1	a1	PROPN
app01-8030	124	7	=	=	PROPN
app01-8030	124	8	a2	a2	PROPN
app01-8030	124	9	p	p	PROPN
app01-8030	124	10	pmax	pmax	PROPN
app01-8030	124	11	py	py	PROPN
app01-8030	124	12	0.85pmax	0.85pmax	PROPN
app01-8030	124	13	μ	μ	PROPN
app01-8030	124	14	=	=	NOUN
app01-8030	124	15	δu	δu	X
app01-8030	124	16	/	/	SYM
app01-8030	124	17	δy	δy	NOUN
app01-8030	124	18	figure	figure	NOUN
app01-8030	124	19	10	10	NUM
app01-8030	124	20	.	.	PUNCT
app01-8030	125	1	characteristic	characteristic	ADJ
app01-8030	125	2	points	point	NOUN
app01-8030	125	3	of	of	ADP
app01-8030	125	4	p	p	NOUN
app01-8030	125	5	−	−	PROPN
app01-8030	125	6	∆	∆	PROPN
app01-8030	125	7	curve	curve	NOUN
app01-8030	125	8	.	.	PUNCT
app01-8030	126	1	heq	heq	NOUN
app01-8030	126	2	=	=	SYM
app01-8030	126	3	(	(	PUNCT
app01-8030	126	4	1/4π)×(δw	1/4π)×(δw	PROPN
app01-8030	126	5	/we	/we	PUNCT
app01-8030	126	6	)	)	PUNCT
app01-8030	127	1	p	p	X
app01-8030	127	2	δ	δ	NOUN
app01-8030	127	3	δw	δw	VERB
app01-8030	127	4	we	we	PRON
app01-8030	127	5	figure	figure	VERB
app01-8030	127	6	11	11	NUM
app01-8030	127	7	.	.	PUNCT
app01-8030	128	1	definition	definition	NOUN
app01-8030	128	2	of	of	ADP
app01-8030	128	3	equivalent	equivalent	ADJ
app01-8030	128	4	damping	damp	VERB
app01-8030	128	5	ratio	ratio	NOUN
app01-8030	128	6	.	.	PUNCT
app01-8030	129	1	477	477	NUM
app01-8030	129	2	c.	c.	PROPN
app01-8030	129	3	quan	quan	PROPN
app01-8030	129	4	,	,	PUNCT
app01-8030	129	5	q.	q.	PROPN
app01-8030	129	6	huang	huang	PROPN
app01-8030	129	7	,	,	PUNCT
app01-8030	129	8	d.	d.	PROPN
app01-8030	129	9	li	li	PROPN
app01-8030	129	10	,	,	PUNCT
app01-8030	129	11	y.	y.	PROPN
app01-8030	129	12	chen	chen	PROPN
app01-8030	129	13	acta	acta	PROPN
app01-8030	129	14	polytechnica	polytechnica	PROPN
app01-8030	129	15	ctu	ctu	NOUN
app01-8030	129	16	proceedings	proceeding	NOUN
app01-8030	129	17	0	0	NUM
app01-8030	129	18	4	4	NUM
app01-8030	129	19	8	8	NUM
app01-8030	129	20	12	12	NUM
app01-8030	129	21	16	16	NUM
app01-8030	129	22	20	20	NUM
app01-8030	129	23	24	24	NUM
app01-8030	129	24	0.0	0.0	NUM
app01-8030	129	25	0.5	0.5	NUM
app01-8030	129	26	1.0	1.0	NUM
app01-8030	129	27	1.5	1.5	NUM
app01-8030	129	28	2.0	2.0	NUM
app01-8030	129	29	2.5	2.5	NUM
app01-8030	129	30	3.0	3.0	NUM
app01-8030	129	31	3.5	3.5	NUM
app01-8030	129	32	4.0	4.0	NUM
app01-8030	129	33	s0.8	s0.8	NOUN
app01-8030	129	34	-	-	PUNCT
app01-8030	129	35	a0.4	a0.4	NOUN
app01-8030	129	36	s1.5	s1.5	NOUN
app01-8030	129	37	-	-	PUNCT
app01-8030	129	38	a0.4	a0.4	VERB
app01-8030	129	39	s2.5	s2.5	NOUN
app01-8030	129	40	-	-	PUNCT
app01-8030	129	41	a0.4	a0.4	NOUN
app01-8030	129	42	drift	drift	NOUN
app01-8030	129	43	angle	angle	NOUN
app01-8030	129	44	(	(	PUNCT
app01-8030	129	45	%	%	NOUN
app01-8030	129	46	)	)	PUNCT
app01-8030	129	47	eq	eq	ADP
app01-8030	129	48	ui	ui	PROPN
app01-8030	129	49	va	va	PROPN
app01-8030	129	50	le	le	X
app01-8030	130	1	nt	nt	PROPN
app01-8030	131	1	d	d	PRON
app01-8030	131	2	am	be	AUX
app01-8030	131	3	pi	pi	ADJ
app01-8030	131	4	ng	ng	PROPN
app01-8030	131	5	r	r	NOUN
app01-8030	131	6	at	at	ADP
app01-8030	131	7	io	io	X
app01-8030	131	8	(	(	PUNCT
app01-8030	131	9	%	%	NOUN
app01-8030	131	10	)	)	PUNCT
app01-8030	131	11	figure	figure	NOUN
app01-8030	131	12	12	12	NUM
app01-8030	131	13	.	.	PUNCT
app01-8030	132	1	equivalent	equivalent	ADJ
app01-8030	132	2	damping	damp	VERB
app01-8030	132	3	ratio	ratio	NOUN
app01-8030	132	4	.	.	PUNCT
app01-8030	133	1	figure	figure	NOUN
app01-8030	133	2	13	13	NUM
app01-8030	133	3	.	.	PUNCT
app01-8030	134	1	concept	concept	NOUN
app01-8030	134	2	and	and	CCONJ
app01-8030	134	3	calculation	calculation	NOUN
app01-8030	134	4	results	result	NOUN
app01-8030	134	5	of	of	ADP
app01-8030	134	6	diagonal	diagonal	ADJ
app01-8030	134	7	strut	strut	NOUN
app01-8030	134	8	mechanism	mechanism	NOUN
app01-8030	134	9	.	.	PUNCT
app01-8030	135	1	figure	figure	NOUN
app01-8030	135	2	14	14	NUM
app01-8030	135	3	.	.	PUNCT
app01-8030	136	1	concept	concept	NOUN
app01-8030	136	2	and	and	CCONJ
app01-8030	136	3	calculation	calculation	NOUN
app01-8030	136	4	results	result	NOUN
app01-8030	136	5	of	of	ADP
app01-8030	136	6	sectional	sectional	ADJ
app01-8030	136	7	force	force	NOUN
app01-8030	136	8	equilibrium	equilibrium	NOUN
app01-8030	136	9	.	.	PUNCT
app01-8030	137	1	478	478	NUM
app01-8030	137	2	vol	vol	NOUN
app01-8030	137	3	.	.	PUNCT
app01-8030	138	1	33/2022	33/2022	NOUN
app01-8030	138	2	lateral	lateral	ADJ
app01-8030	138	3	load	load	NOUN
app01-8030	138	4	bearing	bear	VERB
app01-8030	138	5	characteristic	characteristic	NOUN
app01-8030	138	6	of	of	ADP
app01-8030	138	7	shear	shear	NOUN
app01-8030	138	8	walls	wall	NOUN
app01-8030	138	9	strength	strength	NOUN
app01-8030	138	10	for	for	ADP
app01-8030	138	11	the	the	DET
app01-8030	138	12	lslc	lslc	PROPN
app01-8030	138	13	shear	shear	NOUN
app01-8030	138	14	walls	wall	NOUN
app01-8030	138	15	,	,	PUNCT
app01-8030	138	16	which	which	PRON
app01-8030	138	17	are	be	AUX
app01-8030	138	18	showed	show	VERB
app01-8030	138	19	shear	shear	ADJ
app01-8030	138	20	failure	failure	NOUN
app01-8030	138	21	[	[	X
app01-8030	138	22	9	9	NUM
app01-8030	138	23	]	]	PUNCT
app01-8030	138	24	.	.	PUNCT
app01-8030	139	1	5.0.1	5.0.1	X
app01-8030	139	2	.	.	PUNCT
app01-8030	139	3	diagonal	diagonal	ADJ
app01-8030	139	4	strut	strut	NOUN
app01-8030	139	5	mechanism	mechanism	NOUN
app01-8030	139	6	the	the	DET
app01-8030	139	7	lateral	lateral	ADJ
app01-8030	139	8	strength	strength	NOUN
app01-8030	139	9	qsu	qsu	VERB
app01-8030	139	10	for	for	SCONJ
app01-8030	139	11	the	the	DET
app01-8030	139	12	lslc	lslc	NOUN
app01-8030	139	13	shear	shear	NOUN
app01-8030	139	14	walls	wall	NOUN
app01-8030	139	15	could	could	AUX
app01-8030	139	16	be	be	AUX
app01-8030	139	17	calculated	calculate	VERB
app01-8030	139	18	based	base	VERB
app01-8030	139	19	on	on	ADP
app01-8030	139	20	the	the	DET
app01-8030	139	21	diagonal	diagonal	ADJ
app01-8030	139	22	strut	strut	NOUN
app01-8030	139	23	mechanism	mechanism	NOUN
app01-8030	139	24	,	,	PUNCT
app01-8030	139	25	as	as	SCONJ
app01-8030	139	26	shown	show	VERB
app01-8030	139	27	in	in	ADP
app01-8030	139	28	equation	equation	NOUN
app01-8030	139	29	1	1	NUM
app01-8030	139	30	,	,	PUNCT
app01-8030	139	31	2	2	NUM
app01-8030	139	32	,	,	PUNCT
app01-8030	139	33	and	and	CCONJ
app01-8030	140	1	3	3	NUM
app01-8030	140	2	[	[	X
app01-8030	140	3	10	10	NUM
app01-8030	140	4	]	]	PUNCT
app01-8030	140	5	.	.	PUNCT
app01-8030	141	1	here	here	ADV
app01-8030	141	2	,	,	PUNCT
app01-8030	141	3	fc	fc	PROPN
app01-8030	141	4	is	be	AUX
app01-8030	141	5	the	the	DET
app01-8030	141	6	compressive	compressive	ADJ
app01-8030	141	7	strength	strength	NOUN
app01-8030	141	8	of	of	ADP
app01-8030	141	9	lightweight	lightweight	ADJ
app01-8030	141	10	concrete	concrete	NOUN
app01-8030	141	11	,	,	PUNCT
app01-8030	141	12	weq	weq	PROPN
app01-8030	141	13	is	be	AUX
app01-8030	141	14	the	the	DET
app01-8030	141	15	equivalent	equivalent	ADJ
app01-8030	141	16	strut	strut	NOUN
app01-8030	141	17	width	width	NOUN
app01-8030	141	18	,	,	PUNCT
app01-8030	141	19	t	t	PROPN
app01-8030	141	20	is	be	AUX
app01-8030	141	21	the	the	DET
app01-8030	141	22	thickness	thickness	NOUN
app01-8030	141	23	of	of	ADP
app01-8030	141	24	lslc	lslc	PROPN
app01-8030	141	25	wall	wall	NOUN
app01-8030	141	26	,	,	PUNCT
app01-8030	141	27	θ	θ	PROPN
app01-8030	141	28	is	be	AUX
app01-8030	141	29	the	the	DET
app01-8030	141	30	strut	strut	NOUN
app01-8030	141	31	angle	angle	NOUN
app01-8030	141	32	to	to	PART
app01-8030	141	33	lslc	lslc	VERB
app01-8030	141	34	wall	wall	PROPN
app01-8030	141	35	length	length	PROPN
app01-8030	141	36	,	,	PUNCT
app01-8030	141	37	lw	lw	PROPN
app01-8030	141	38	is	be	AUX
app01-8030	141	39	the	the	DET
app01-8030	141	40	length	length	NOUN
app01-8030	141	41	of	of	ADP
app01-8030	141	42	lslc	lslc	PROPN
app01-8030	141	43	wall	wall	PROPN
app01-8030	141	44	,	,	PUNCT
app01-8030	141	45	nc	nc	PROPN
app01-8030	141	46	is	be	AUX
app01-8030	141	47	the	the	DET
app01-8030	141	48	axial	axial	ADJ
app01-8030	141	49	force	force	NOUN
app01-8030	141	50	of	of	ADP
app01-8030	141	51	lightweight	lightweight	ADJ
app01-8030	141	52	concrete	concrete	NOUN
app01-8030	141	53	,	,	PUNCT
app01-8030	141	54	ac	ac	PROPN
app01-8030	141	55	is	be	AUX
app01-8030	141	56	the	the	DET
app01-8030	141	57	sectional	sectional	ADJ
app01-8030	141	58	area	area	NOUN
app01-8030	141	59	of	of	ADP
app01-8030	141	60	lightweight	lightweight	ADJ
app01-8030	141	61	concrete	concrete	NOUN
app01-8030	141	62	,	,	PUNCT
app01-8030	141	63	σn	σn	PROPN
app01-8030	141	64	is	be	AUX
app01-8030	141	65	the	the	DET
app01-8030	141	66	compressive	compressive	ADJ
app01-8030	141	67	stress	stress	NOUN
app01-8030	141	68	of	of	ADP
app01-8030	141	69	lslc	lslc	PROPN
app01-8030	141	70	wall	wall	NOUN
app01-8030	141	71	,	,	PUNCT
app01-8030	141	72	ft	ft	PROPN
app01-8030	141	73	is	be	AUX
app01-8030	141	74	the	the	DET
app01-8030	141	75	tensile	tensile	NOUN
app01-8030	141	76	strength	strength	NOUN
app01-8030	141	77	of	of	ADP
app01-8030	141	78	lightweight	lightweight	ADJ
app01-8030	141	79	concrete	concrete	NOUN
app01-8030	141	80	,	,	PUNCT
app01-8030	141	81	respectively	respectively	ADV
app01-8030	141	82	.	.	PUNCT
app01-8030	142	1	as	as	SCONJ
app01-8030	142	2	shown	show	VERB
app01-8030	142	3	in	in	ADP
app01-8030	142	4	figure	figure	NOUN
app01-8030	142	5	13	13	NUM
app01-8030	142	6	,	,	PUNCT
app01-8030	142	7	the	the	DET
app01-8030	142	8	calculation	calculation	NOUN
app01-8030	142	9	results	result	NOUN
app01-8030	142	10	of	of	ADP
app01-8030	142	11	the	the	DET
app01-8030	142	12	lateral	lateral	ADJ
app01-8030	142	13	strength	strength	NOUN
app01-8030	142	14	for	for	ADP
app01-8030	142	15	the	the	DET
app01-8030	142	16	lslc	lslc	PROPN
app01-8030	142	17	shear	shear	NOUN
app01-8030	142	18	wall	wall	NOUN
app01-8030	142	19	based	base	VERB
app01-8030	142	20	on	on	ADP
app01-8030	142	21	the	the	DET
app01-8030	142	22	diagonal	diagonal	ADJ
app01-8030	142	23	strut	strut	NOUN
app01-8030	142	24	mechanism	mechanism	NOUN
app01-8030	142	25	show	show	VERB
app01-8030	142	26	good	good	ADJ
app01-8030	142	27	agreement	agreement	NOUN
app01-8030	142	28	with	with	ADP
app01-8030	142	29	the	the	DET
app01-8030	142	30	experimental	experimental	ADJ
app01-8030	142	31	results	result	NOUN
app01-8030	142	32	.	.	PUNCT
app01-8030	143	1	qsu	qsu	NOUN
app01-8030	143	2	=	=	SYM
app01-8030	144	1	fc	fc	PROPN
app01-8030	144	2	weq	weq	PROPN
app01-8030	144	3	t	t	PROPN
app01-8030	144	4	cos	cos	PROPN
app01-8030	144	5	θ	θ	PROPN
app01-8030	144	6	(	(	PUNCT
app01-8030	144	7	1	1	NUM
app01-8030	144	8	)	)	PUNCT
app01-8030	144	9	weq	weq	NOUN
app01-8030	145	1	=	=	PUNCT
app01-8030	145	2	!	!	PUNCT
app01-8030	146	1	0.25	0.25	NUM
app01-8030	146	2	+	+	CCONJ
app01-8030	146	3	0.85	0.85	NUM
app01-8030	146	4	nc	nc	PROPN
app01-8030	146	5	ac	ac	PROPN
app01-8030	146	6	fc	fc	PROPN
app01-8030	146	7	"	"	PUNCT
app01-8030	146	8	lw	lw	PROPN
app01-8030	146	9	(	(	PUNCT
app01-8030	146	10	2	2	NUM
app01-8030	146	11	)	)	PUNCT
app01-8030	146	12	θ	θ	NOUN
app01-8030	146	13	=	=	SYM
app01-8030	146	14	90	90	NUM
app01-8030	146	15	◦	◦	NOUN
app01-8030	146	16	−	−	NOUN
app01-8030	146	17	cos−1	cos−1	PROPN
app01-8030	146	18	#	#	NOUN
app01-8030	146	19	!	!	PUNCT
app01-8030	147	1	σn	σn	ADP
app01-8030	147	2	σn	σn	NOUN
app01-8030	148	1	+	+	CCONJ
app01-8030	148	2	2	2	NUM
app01-8030	148	3	ft	ft	NOUN
app01-8030	148	4	"	"	PUNCT
app01-8030	148	5	$	$	SYM
app01-8030	148	6	2	2	NUM
app01-8030	148	7	%	%	NOUN
app01-8030	148	8	(	(	PUNCT
app01-8030	148	9	3	3	NUM
app01-8030	148	10	)	)	PUNCT
app01-8030	148	11	5.1	5.1	NUM
app01-8030	148	12	.	.	PUNCT
app01-8030	149	1	sectional	sectional	ADJ
app01-8030	149	2	force	force	PROPN
app01-8030	149	3	equilibrium	equilibrium	NOUN
app01-8030	149	4	the	the	DET
app01-8030	149	5	lateral	lateral	ADJ
app01-8030	149	6	strength	strength	NOUN
app01-8030	149	7	qsu	qsu	VERB
app01-8030	149	8	for	for	ADP
app01-8030	149	9	the	the	DET
app01-8030	149	10	lslc	lslc	NOUN
app01-8030	149	11	shear	shear	NOUN
app01-8030	149	12	walls	wall	NOUN
app01-8030	149	13	could	could	AUX
app01-8030	149	14	be	be	AUX
app01-8030	149	15	calculated	calculate	VERB
app01-8030	149	16	based	base	VERB
app01-8030	149	17	on	on	ADP
app01-8030	149	18	the	the	DET
app01-8030	149	19	sectional	sectional	ADJ
app01-8030	149	20	force	force	NOUN
app01-8030	149	21	equilibrium	equilibrium	NOUN
app01-8030	149	22	,	,	PUNCT
app01-8030	149	23	as	as	SCONJ
app01-8030	149	24	shown	show	VERB
app01-8030	149	25	in	in	ADP
app01-8030	149	26	equation	equation	NOUN
app01-8030	149	27	4	4	NUM
app01-8030	149	28	,	,	PUNCT
app01-8030	149	29	5	5	NUM
app01-8030	149	30	[	[	X
app01-8030	149	31	3	3	NUM
app01-8030	149	32	]	]	PUNCT
app01-8030	149	33	.	.	PUNCT
app01-8030	150	1	here	here	ADV
app01-8030	150	2	,	,	PUNCT
app01-8030	150	3	qc	qc	PROPN
app01-8030	150	4	is	be	AUX
app01-8030	150	5	the	the	DET
app01-8030	150	6	strength	strength	NOUN
app01-8030	150	7	shared	share	VERB
app01-8030	150	8	by	by	ADP
app01-8030	150	9	lightweight	lightweight	ADJ
app01-8030	150	10	concrete	concrete	NOUN
app01-8030	150	11	,	,	PUNCT
app01-8030	150	12	qsv	qsv	VERB
app01-8030	150	13	is	be	AUX
app01-8030	150	14	the	the	DET
app01-8030	150	15	strength	strength	NOUN
app01-8030	150	16	shared	share	VERB
app01-8030	150	17	by	by	ADP
app01-8030	150	18	horizontal	horizontal	ADJ
app01-8030	150	19	brace	brace	PROPN
app01-8030	150	20	,	,	PUNCT
app01-8030	150	21	qn	qn	PROPN
app01-8030	150	22	is	be	AUX
app01-8030	150	23	the	the	DET
app01-8030	150	24	increased	increase	VERB
app01-8030	150	25	strength	strength	NOUN
app01-8030	150	26	by	by	ADP
app01-8030	150	27	axial	axial	ADJ
app01-8030	150	28	force	force	NOUN
app01-8030	150	29	,	,	PUNCT
app01-8030	150	30	λ	λ	PROPN
app01-8030	150	31	is	be	AUX
app01-8030	150	32	the	the	DET
app01-8030	150	33	shear	shear	NOUN
app01-8030	150	34	span	span	NOUN
app01-8030	150	35	ratio	ratio	NOUN
app01-8030	150	36	of	of	ADP
app01-8030	150	37	lslc	lslc	PROPN
app01-8030	150	38	wall	wall	NOUN
app01-8030	150	39	,	,	PUNCT
app01-8030	150	40	ft	ft	PROPN
app01-8030	150	41	is	be	AUX
app01-8030	150	42	the	the	DET
app01-8030	150	43	tensile	tensile	NOUN
app01-8030	150	44	strength	strength	NOUN
app01-8030	150	45	of	of	ADP
app01-8030	150	46	lightweight	lightweight	ADJ
app01-8030	150	47	concrete	concrete	NOUN
app01-8030	150	48	,	,	PUNCT
app01-8030	150	49	fa	fa	PROPN
app01-8030	150	50	is	be	AUX
app01-8030	150	51	the	the	DET
app01-8030	150	52	tensile	tensile	NOUN
app01-8030	150	53	strength	strength	NOUN
app01-8030	150	54	of	of	ADP
app01-8030	150	55	light	light	ADJ
app01-8030	150	56	gauge	gauge	NOUN
app01-8030	150	57	steel	steel	NOUN
app01-8030	150	58	,	,	PUNCT
app01-8030	150	59	ac	ac	PROPN
app01-8030	150	60	is	be	AUX
app01-8030	150	61	the	the	DET
app01-8030	150	62	sectional	sectional	ADJ
app01-8030	150	63	area	area	NOUN
app01-8030	150	64	of	of	ADP
app01-8030	150	65	lightweight	lightweight	ADJ
app01-8030	150	66	concrete	concrete	NOUN
app01-8030	150	67	,	,	PUNCT
app01-8030	150	68	aah	aah	X
app01-8030	150	69	is	be	AUX
app01-8030	150	70	the	the	DET
app01-8030	150	71	sectional	sectional	ADJ
app01-8030	150	72	area	area	NOUN
app01-8030	150	73	of	of	ADP
app01-8030	150	74	horizontal	horizontal	ADJ
app01-8030	150	75	brace	brace	NOUN
app01-8030	150	76	,	,	PUNCT
app01-8030	150	77	s	s	VERB
app01-8030	150	78	is	be	AUX
app01-8030	150	79	the	the	DET
app01-8030	150	80	space	space	NOUN
app01-8030	150	81	of	of	ADP
app01-8030	150	82	horizontal	horizontal	ADJ
app01-8030	150	83	brace	brace	NOUN
app01-8030	150	84	,	,	PUNCT
app01-8030	150	85	hw0	hw0	NOUN
app01-8030	150	86	is	be	AUX
app01-8030	150	87	the	the	DET
app01-8030	150	88	equivalent	equivalent	ADJ
app01-8030	150	89	length	length	NOUN
app01-8030	150	90	of	of	ADP
app01-8030	150	91	lslc	lslc	PROPN
app01-8030	150	92	wall	wall	NOUN
app01-8030	150	93	,	,	PUNCT
app01-8030	150	94	n	n	X
app01-8030	150	95	is	be	AUX
app01-8030	150	96	axial	axial	ADJ
app01-8030	150	97	force	force	NOUN
app01-8030	150	98	to	to	PART
app01-8030	150	99	lslc	lslc	VERB
app01-8030	150	100	wall	wall	PROPN
app01-8030	150	101	,	,	PUNCT
app01-8030	150	102	γre	γre	X
app01-8030	150	103	is	be	AUX
app01-8030	150	104	the	the	DET
app01-8030	150	105	seismic	seismic	ADJ
app01-8030	150	106	adjustment	adjustment	NOUN
app01-8030	150	107	coefficient	coefficient	NOUN
app01-8030	150	108	(	(	PUNCT
app01-8030	150	109	here	here	ADV
app01-8030	150	110	,	,	PUNCT
app01-8030	150	111	0.85	0.85	NUM
app01-8030	150	112	)	)	PUNCT
app01-8030	150	113	,	,	PUNCT
app01-8030	150	114	respectively	respectively	ADV
app01-8030	150	115	.	.	PUNCT
app01-8030	151	1	as	as	SCONJ
app01-8030	151	2	shown	show	VERB
app01-8030	151	3	in	in	ADP
app01-8030	151	4	figure	figure	NOUN
app01-8030	151	5	14	14	NUM
app01-8030	151	6	,	,	PUNCT
app01-8030	151	7	the	the	DET
app01-8030	151	8	calculation	calculation	NOUN
app01-8030	151	9	results	result	NOUN
app01-8030	151	10	of	of	ADP
app01-8030	151	11	the	the	DET
app01-8030	151	12	lateral	lateral	ADJ
app01-8030	151	13	strength	strength	NOUN
app01-8030	151	14	for	for	ADP
app01-8030	151	15	the	the	DET
app01-8030	151	16	lslc	lslc	PROPN
app01-8030	151	17	shear	shear	NOUN
app01-8030	151	18	wall	wall	NOUN
app01-8030	151	19	based	base	VERB
app01-8030	151	20	on	on	ADP
app01-8030	151	21	the	the	DET
app01-8030	151	22	sectional	sectional	ADJ
app01-8030	151	23	force	force	NOUN
app01-8030	151	24	equilibrium	equilibrium	NOUN
app01-8030	151	25	show	show	VERB
app01-8030	151	26	conservative	conservative	ADJ
app01-8030	151	27	evaluation	evaluation	NOUN
app01-8030	151	28	,	,	PUNCT
app01-8030	151	29	compared	compare	VERB
app01-8030	151	30	with	with	ADP
app01-8030	151	31	the	the	DET
app01-8030	151	32	experimental	experimental	ADJ
app01-8030	151	33	results	result	NOUN
app01-8030	151	34	.	.	PUNCT
app01-8030	152	1	qsu	qsu	NOUN
app01-8030	152	2	=	=	SYM
app01-8030	152	3	qc	qc	PROPN
app01-8030	152	4	+	+	NUM
app01-8030	152	5	qn	qn	PROPN
app01-8030	152	6	+	+	PROPN
app01-8030	152	7	qsv	qsv	ADJ
app01-8030	152	8	(	(	PUNCT
app01-8030	152	9	4	4	NUM
app01-8030	152	10	)	)	PUNCT
app01-8030	152	11	qsu	qsu	NOUN
app01-8030	152	12	=	=	SYM
app01-8030	152	13	#	#	NOUN
app01-8030	152	14	1	1	NUM
app01-8030	152	15	λ	λ	NOUN
app01-8030	152	16	−	−	PROPN
app01-8030	152	17	0.5	0.5	NUM
app01-8030	152	18	(	(	PUNCT
app01-8030	152	19	0.3	0.3	NUM
app01-8030	152	20	ft	ft	PUNCT
app01-8030	152	21	ac	ac	PROPN
app01-8030	152	22	+	+	CCONJ
app01-8030	152	23	0.06	0.06	NUM
app01-8030	152	24	n	n	CCONJ
app01-8030	152	25	)	)	PUNCT
app01-8030	153	1	+	+	CCONJ
app01-8030	153	2	0.2	0.2	NUM
app01-8030	153	3	fa	fa	NOUN
app01-8030	154	1	aah	aah	NOUN
app01-8030	154	2	s	s	PROPN
app01-8030	154	3	hw0	hw0	NOUN
app01-8030	154	4	%	%	NOUN
app01-8030	154	5	$	$	SYM
app01-8030	154	6	γre	γre	PRON
app01-8030	154	7	(	(	PUNCT
app01-8030	154	8	5	5	NUM
app01-8030	154	9	)	)	PUNCT
app01-8030	154	10	6	6	NUM
app01-8030	154	11	.	.	PUNCT
app01-8030	155	1	conclusions	conclusion	NOUN
app01-8030	155	2	seismic	seismic	ADJ
app01-8030	155	3	performance	performance	NOUN
app01-8030	155	4	of	of	ADP
app01-8030	155	5	the	the	DET
app01-8030	155	6	light	light	ADJ
app01-8030	155	7	gauge	gauge	NOUN
app01-8030	155	8	steel	steel	NOUN
app01-8030	155	9	and	and	CCONJ
app01-8030	155	10	lightweight	lightweight	ADJ
app01-8030	155	11	concrete	concrete	ADJ
app01-8030	155	12	shear	shear	NOUN
app01-8030	155	13	wall	wall	NOUN
app01-8030	155	14	was	be	AUX
app01-8030	155	15	experimentally	experimentally	ADV
app01-8030	155	16	investigated	investigate	VERB
app01-8030	155	17	under	under	ADP
app01-8030	155	18	in	in	ADP
app01-8030	155	19	-	-	PUNCT
app01-8030	155	20	plane	plane	NOUN
app01-8030	155	21	cyclic	cyclic	NOUN
app01-8030	155	22	loadings	loading	NOUN
app01-8030	155	23	.	.	PUNCT
app01-8030	156	1	the	the	DET
app01-8030	156	2	major	major	ADJ
app01-8030	156	3	findings	finding	NOUN
app01-8030	156	4	can	can	AUX
app01-8030	156	5	be	be	AUX
app01-8030	156	6	summarized	summarize	VERB
app01-8030	156	7	as	as	SCONJ
app01-8030	156	8	follows	follow	VERB
app01-8030	156	9	.	.	PUNCT
app01-8030	157	1	1	1	X
app01-8030	157	2	.	.	X
app01-8030	157	3	the	the	DET
app01-8030	157	4	effects	effect	NOUN
app01-8030	157	5	of	of	ADP
app01-8030	157	6	shear	shear	NOUN
app01-8030	157	7	span	span	NOUN
app01-8030	157	8	ratio	ratio	NOUN
app01-8030	157	9	on	on	ADP
app01-8030	157	10	the	the	DET
app01-8030	157	11	lateral	lateral	ADJ
app01-8030	157	12	load	load	NOUN
app01-8030	157	13	bearing	bear	VERB
app01-8030	157	14	capacity	capacity	NOUN
app01-8030	157	15	of	of	ADP
app01-8030	157	16	the	the	DET
app01-8030	157	17	lslc	lslc	PROPN
app01-8030	157	18	shear	shear	NOUN
app01-8030	157	19	wall	wall	PROPN
app01-8030	157	20	were	be	AUX
app01-8030	157	21	grasped	grasp	VERB
app01-8030	157	22	quantitatively	quantitatively	ADV
app01-8030	157	23	.	.	PUNCT
app01-8030	158	1	2	2	X
app01-8030	158	2	.	.	X
app01-8030	158	3	the	the	DET
app01-8030	158	4	ductility	ductility	NOUN
app01-8030	158	5	coefficient	coefficient	NOUN
app01-8030	158	6	of	of	ADP
app01-8030	158	7	each	each	DET
app01-8030	158	8	specimen	speciman	NOUN
app01-8030	158	9	was	be	AUX
app01-8030	158	10	larger	large	ADJ
app01-8030	158	11	than	than	ADP
app01-8030	158	12	4	4	NUM
app01-8030	158	13	,	,	PUNCT
app01-8030	158	14	showed	show	VERB
app01-8030	158	15	better	well	ADJ
app01-8030	158	16	deformation	deformation	NOUN
app01-8030	158	17	capacity	capacity	NOUN
app01-8030	158	18	compared	compare	VERB
app01-8030	158	19	with	with	ADP
app01-8030	158	20	the	the	DET
app01-8030	158	21	reinforced	reinforce	VERB
app01-8030	158	22	concrete	concrete	ADJ
app01-8030	158	23	shear	shear	NOUN
app01-8030	158	24	walls	wall	NOUN
app01-8030	158	25	.	.	PUNCT
app01-8030	159	1	however	however	ADV
app01-8030	159	2	,	,	PUNCT
app01-8030	159	3	the	the	DET
app01-8030	159	4	equivalent	equivalent	ADJ
app01-8030	159	5	damping	damp	VERB
app01-8030	159	6	ratio	ratio	NOUN
app01-8030	159	7	of	of	ADP
app01-8030	159	8	the	the	DET
app01-8030	159	9	lslc	lslc	PROPN
app01-8030	159	10	shear	shear	NOUN
app01-8030	159	11	wall	wall	PROPN
app01-8030	159	12	was	be	AUX
app01-8030	159	13	calculated	calculate	VERB
app01-8030	159	14	the	the	DET
app01-8030	159	15	values	value	NOUN
app01-8030	159	16	of	of	ADP
app01-8030	159	17	12	12	NUM
app01-8030	159	18	∼	∼	NOUN
app01-8030	159	19	20	20	NUM
app01-8030	159	20	%	%	NOUN
app01-8030	159	21	,	,	PUNCT
app01-8030	159	22	showed	show	VERB
app01-8030	159	23	lower	low	ADJ
app01-8030	159	24	energy	energy	NOUN
app01-8030	159	25	absorption	absorption	NOUN
app01-8030	159	26	capacity	capacity	NOUN
app01-8030	159	27	compared	compare	VERB
app01-8030	159	28	with	with	ADP
app01-8030	159	29	the	the	DET
app01-8030	159	30	reinforced	reinforce	VERB
app01-8030	159	31	concrete	concrete	ADJ
app01-8030	159	32	shear	shear	NOUN
app01-8030	159	33	walls	wall	NOUN
app01-8030	159	34	.	.	PUNCT
app01-8030	160	1	3	3	X
app01-8030	160	2	.	.	X
app01-8030	160	3	the	the	DET
app01-8030	160	4	lateral	lateral	ADJ
app01-8030	160	5	strength	strength	NOUN
app01-8030	160	6	of	of	ADP
app01-8030	160	7	the	the	DET
app01-8030	160	8	lslc	lslc	PROPN
app01-8030	160	9	shear	shear	NOUN
app01-8030	160	10	wall	wall	PROPN
app01-8030	160	11	calculated	calculate	VERB
app01-8030	160	12	based	base	VERB
app01-8030	160	13	on	on	ADP
app01-8030	160	14	the	the	DET
app01-8030	160	15	diagonal	diagonal	ADJ
app01-8030	160	16	strut	strut	NOUN
app01-8030	160	17	mechanism	mechanism	NOUN
app01-8030	160	18	showed	show	VERB
app01-8030	160	19	good	good	ADJ
app01-8030	160	20	agreement	agreement	NOUN
app01-8030	160	21	with	with	ADP
app01-8030	160	22	the	the	DET
app01-8030	160	23	experimental	experimental	ADJ
app01-8030	160	24	results	result	NOUN
app01-8030	160	25	.	.	PUNCT
app01-8030	161	1	however	however	ADV
app01-8030	161	2	,	,	PUNCT
app01-8030	161	3	the	the	DET
app01-8030	161	4	calculation	calculation	NOUN
app01-8030	161	5	results	result	NOUN
app01-8030	161	6	based	base	VERB
app01-8030	161	7	on	on	ADP
app01-8030	161	8	the	the	DET
app01-8030	161	9	sectional	sectional	ADJ
app01-8030	161	10	force	force	NOUN
app01-8030	161	11	equilibrium	equilibrium	NOUN
app01-8030	161	12	showed	show	VERB
app01-8030	161	13	conservative	conservative	ADJ
app01-8030	161	14	value	value	NOUN
app01-8030	161	15	compared	compare	VERB
app01-8030	161	16	with	with	ADP
app01-8030	161	17	the	the	DET
app01-8030	161	18	experimental	experimental	ADJ
app01-8030	161	19	results	result	NOUN
app01-8030	161	20	.	.	PUNCT
app01-8030	162	1	acknowledgements	acknowledgement	VERB
app01-8030	162	2	the	the	DET
app01-8030	162	3	financial	financial	ADJ
app01-8030	162	4	support	support	NOUN
app01-8030	162	5	of	of	ADP
app01-8030	162	6	the	the	DET
app01-8030	162	7	self	self	NOUN
app01-8030	162	8	-	-	PUNCT
app01-8030	162	9	funded	fund	VERB
app01-8030	162	10	project	project	NOUN
app01-8030	162	11	of	of	ADP
app01-8030	162	12	china	china	PROPN
app01-8030	162	13	academy	academy	PROPN
app01-8030	162	14	of	of	ADP
app01-8030	162	15	building	building	PROPN
app01-8030	162	16	research	research	PROPN
app01-8030	162	17	co.	co.	PROPN
app01-8030	162	18	,	,	PUNCT
app01-8030	162	19	ltd	ltd	PROPN
app01-8030	162	20	(	(	PUNCT
app01-8030	162	21	for	for	ADP
app01-8030	162	22	applied	apply	VERB
app01-8030	162	23	technology	technology	NOUN
app01-8030	162	24	research	research	NOUN
app01-8030	162	25	,	,	PUNCT
app01-8030	162	26	grant	grant	VERB
app01-8030	162	27	no	no	NOUN
app01-8030	162	28	.	.	NOUN
app01-8030	162	29	20151802330730055	20151802330730055	NUM
app01-8030	162	30	)	)	PUNCT
app01-8030	162	31	is	be	AUX
app01-8030	162	32	gratefully	gratefully	ADV
app01-8030	162	33	appreciated	appreciate	VERB
app01-8030	162	34	.	.	PUNCT
app01-8030	163	1	references	reference	NOUN
app01-8030	163	2	[	[	X
app01-8030	163	3	1	1	NUM
app01-8030	163	4	]	]	X
app01-8030	163	5	n.	n.	PROPN
app01-8030	163	6	balh	balh	PROPN
app01-8030	163	7	,	,	PUNCT
app01-8030	163	8	j.	j.	PROPN
app01-8030	163	9	dabreo	dabreo	PROPN
app01-8030	163	10	,	,	PUNCT
app01-8030	163	11	c.	c.	PROPN
app01-8030	163	12	ong	ong	PROPN
app01-8030	163	13	-	-	PUNCT
app01-8030	163	14	tone	tone	NOUN
app01-8030	163	15	,	,	PUNCT
app01-8030	163	16	et	et	PROPN
app01-8030	163	17	al	al	PROPN
app01-8030	163	18	.	.	PUNCT
app01-8030	164	1	design	design	NOUN
app01-8030	164	2	of	of	ADP
app01-8030	164	3	steel	steel	NOUN
app01-8030	164	4	sheathed	sheathe	VERB
app01-8030	164	5	cold	cold	ADV
app01-8030	164	6	-	-	PUNCT
app01-8030	164	7	formed	form	VERB
app01-8030	164	8	steel	steel	NOUN
app01-8030	164	9	framed	frame	VERB
app01-8030	164	10	shear	shear	NOUN
app01-8030	164	11	walls	wall	NOUN
app01-8030	164	12	.	.	PUNCT
app01-8030	165	1	thin	thin	ADJ
app01-8030	165	2	-	-	PUNCT
app01-8030	165	3	walled	walled	ADJ
app01-8030	165	4	structures	structure	NOUN
app01-8030	165	5	75:76	75:76	NUM
app01-8030	165	6	-	-	SYM
app01-8030	165	7	86	86	NUM
app01-8030	165	8	,	,	PUNCT
app01-8030	165	9	2014	2014	NUM
app01-8030	165	10	.	.	PUNCT
app01-8030	166	1	https://doi.org/10.1016/j.tws.2013.10.023	https://doi.org/10.1016/j.tws.2013.10.023	X
app01-8030	166	2	.	.	PUNCT
app01-8030	167	1	[	[	X
app01-8030	167	2	2	2	NUM
app01-8030	167	3	]	]	PUNCT
app01-8030	167	4	m.	m.	PROPN
app01-8030	167	5	r.	r.	PROPN
app01-8030	167	6	jones	jones	PROPN
app01-8030	167	7	,	,	PUNCT
app01-8030	167	8	a.	a.	PROPN
app01-8030	167	9	mccarthy	mccarthy	PROPN
app01-8030	167	10	.	.	PUNCT
app01-8030	168	1	preliminary	preliminary	ADJ
app01-8030	168	2	views	view	NOUN
app01-8030	168	3	on	on	ADP
app01-8030	168	4	the	the	DET
app01-8030	168	5	potential	potential	NOUN
app01-8030	168	6	of	of	ADP
app01-8030	168	7	foamed	foamed	ADJ
app01-8030	168	8	concrete	concrete	NOUN
app01-8030	168	9	as	as	ADP
app01-8030	168	10	a	a	DET
app01-8030	168	11	structural	structural	ADJ
app01-8030	168	12	material	material	NOUN
app01-8030	168	13	.	.	PUNCT
app01-8030	169	1	magazine	magazine	NOUN
app01-8030	169	2	of	of	ADP
app01-8030	169	3	concrete	concrete	ADJ
app01-8030	169	4	research	research	NOUN
app01-8030	169	5	57(1):21	57(1):21	PROPN
app01-8030	169	6	-	-	SYM
app01-8030	169	7	31	31	NUM
app01-8030	169	8	,	,	PUNCT
app01-8030	169	9	2005	2005	NUM
app01-8030	169	10	.	.	PUNCT
app01-8030	170	1	https://doi.org/10.1680/macr.2005.57.1.21	https://doi.org/10.1680/macr.2005.57.1.21	PROPN
app01-8030	170	2	.	.	PUNCT
app01-8030	171	1	[	[	X
app01-8030	171	2	3	3	X
app01-8030	171	3	]	]	X
app01-8030	171	4	ministry	ministry	NOUN
app01-8030	171	5	of	of	ADP
app01-8030	171	6	housing	housing	PROPN
app01-8030	171	7	and	and	CCONJ
app01-8030	171	8	urban	urban	ADJ
app01-8030	171	9	-	-	PUNCT
app01-8030	171	10	rural	rural	ADJ
app01-8030	171	11	development	development	NOUN
app01-8030	171	12	.	.	PUNCT
app01-8030	172	1	technical	technical	ADJ
app01-8030	172	2	specification	specification	NOUN
app01-8030	172	3	of	of	ADP
app01-8030	172	4	lightweight	lightweight	ADJ
app01-8030	172	5	steel	steel	NOUN
app01-8030	172	6	and	and	CCONJ
app01-8030	172	7	lightweight	lightweight	ADJ
app01-8030	172	8	concrete	concrete	ADJ
app01-8030	172	9	structure	structure	NOUN
app01-8030	172	10	china	china	PROPN
app01-8030	172	11	,	,	PUNCT
app01-8030	172	12	2016	2016	NUM
app01-8030	172	13	.	.	PUNCT
app01-8030	173	1	[	[	X
app01-8030	173	2	4	4	NUM
app01-8030	173	3	]	]	X
app01-8030	173	4	chinese	chinese	ADJ
app01-8030	173	5	national	national	PROPN
app01-8030	173	6	standard	standard	PROPN
app01-8030	173	7	.	.	PUNCT
app01-8030	174	1	continuously	continuously	ADV
app01-8030	174	2	hot	hot	ADJ
app01-8030	174	3	-	-	PUNCT
app01-8030	174	4	dip	dip	NOUN
app01-8030	174	5	zinc	zinc	NOUN
app01-8030	174	6	-	-	PUNCT
app01-8030	174	7	coated	coat	VERB
app01-8030	174	8	steel	steel	NOUN
app01-8030	174	9	sheet	sheet	NOUN
app01-8030	174	10	and	and	CCONJ
app01-8030	174	11	strip	strip	NOUN
app01-8030	174	12	,	,	PUNCT
app01-8030	174	13	beijing	beijing	PROPN
app01-8030	174	14	:	:	PUNCT
app01-8030	174	15	standards	standard	NOUN
app01-8030	174	16	press	press	NOUN
app01-8030	174	17	of	of	ADP
app01-8030	174	18	china	china	PROPN
app01-8030	174	19	,	,	PUNCT
app01-8030	174	20	2008	2008	NUM
app01-8030	174	21	.	.	PUNCT
app01-8030	175	1	[	[	X
app01-8030	175	2	5	5	NUM
app01-8030	175	3	]	]	X
app01-8030	175	4	international	international	ADJ
app01-8030	175	5	standards	standard	NOUN
app01-8030	175	6	organization	organization	NOUN
app01-8030	175	7	.	.	PUNCT
app01-8030	176	1	cross	cross	PROPN
app01-8030	176	2	recessed	recess	VERB
app01-8030	176	3	pan	pan	PROPN
app01-8030	176	4	head	head	NOUN
app01-8030	176	5	drilling	drill	VERB
app01-8030	176	6	screws	screw	NOUN
app01-8030	176	7	with	with	ADP
app01-8030	176	8	tapping	tap	VERB
app01-8030	176	9	screw	screw	NOUN
app01-8030	176	10	thread	thread	NOUN
app01-8030	176	11	,	,	PUNCT
app01-8030	176	12	1999	1999	NUM
app01-8030	176	13	.	.	PUNCT
app01-8030	177	1	[	[	X
app01-8030	177	2	6	6	NUM
app01-8030	177	3	]	]	X
app01-8030	177	4	chinese	chinese	ADJ
app01-8030	177	5	national	national	PROPN
app01-8030	177	6	standard	standard	PROPN
app01-8030	177	7	(	(	PUNCT
app01-8030	177	8	gb	gb	NOUN
app01-8030	177	9	/	/	SYM
app01-8030	177	10	t50080	t50080	NOUN
app01-8030	177	11	)	)	PUNCT
app01-8030	177	12	.	.	PUNCT
app01-8030	178	1	standard	standard	NOUN
app01-8030	178	2	for	for	ADP
app01-8030	178	3	test	test	NOUN
app01-8030	178	4	method	method	NOUN
app01-8030	178	5	of	of	ADP
app01-8030	178	6	performance	performance	NOUN
app01-8030	178	7	on	on	ADP
app01-8030	178	8	ordinary	ordinary	ADJ
app01-8030	178	9	fresh	fresh	ADJ
app01-8030	178	10	concrete	concrete	NOUN
app01-8030	178	11	,	,	PUNCT
app01-8030	178	12	beijing	beijing	PROPN
app01-8030	178	13	:	:	PUNCT
app01-8030	178	14	architecture	architecture	NOUN
app01-8030	178	15	industrial	industrial	ADJ
app01-8030	178	16	press	press	NOUN
app01-8030	178	17	of	of	ADP
app01-8030	178	18	china	china	PROPN
app01-8030	178	19	,	,	PUNCT
app01-8030	178	20	2001	2001	NUM
app01-8030	178	21	.	.	PUNCT
app01-8030	179	1	[	[	X
app01-8030	179	2	7	7	X
app01-8030	179	3	]	]	X
app01-8030	179	4	t.	t.	PROPN
app01-8030	179	5	shimazu	shimazu	PROPN
app01-8030	179	6	,	,	PUNCT
app01-8030	179	7	y.	y.	PROPN
app01-8030	179	8	fukuhara	fukuhara	NOUN
app01-8030	179	9	,	,	PUNCT
app01-8030	179	10	t.	t.	PROPN
app01-8030	179	11	satoh	satoh	PROPN
app01-8030	179	12	t	t	PROPN
app01-8030	179	13	,	,	PUNCT
app01-8030	179	14	et	et	PROPN
app01-8030	179	15	al	al	PROPN
app01-8030	179	16	.	.	PUNCT
app01-8030	180	1	new	new	ADJ
app01-8030	180	2	reinforced	reinforce	VERB
app01-8030	180	3	concrete	concrete	ADJ
app01-8030	180	4	structure	structure	NOUN
app01-8030	180	5	japan	japan	PROPN
app01-8030	180	6	,	,	PUNCT
app01-8030	180	7	2002	2002	NUM
app01-8030	180	8	.	.	PUNCT
app01-8030	181	1	[	[	X
app01-8030	181	2	8	8	NUM
app01-8030	181	3	]	]	X
app01-8030	181	4	h.	h.	PROPN
app01-8030	181	5	tomatsuri	tomatsuri	PROPN
app01-8030	181	6	.	.	PUNCT
app01-8030	182	1	proceedings	proceeding	NOUN
app01-8030	182	2	of	of	ADP
app01-8030	182	3	the	the	DET
app01-8030	182	4	japan	japan	PROPN
app01-8030	182	5	concrete	concrete	PROPN
app01-8030	182	6	institute	institute	PROPN
app01-8030	182	7	31(2):409	31(2):409	PROPN
app01-8030	182	8	-	-	SYM
app01-8030	182	9	14	14	NUM
app01-8030	182	10	.	.	PUNCT
app01-8030	183	1	[	[	X
app01-8030	183	2	9	9	NUM
app01-8030	183	3	]	]	X
app01-8030	183	4	china	china	PROPN
app01-8030	183	5	building	building	PROPN
app01-8030	183	6	technique	technique	PROPN
app01-8030	183	7	group	group	PROPN
app01-8030	183	8	co.	co.	PROPN
app01-8030	183	9	,	,	PUNCT
app01-8030	183	10	ltd	ltd	PROPN
app01-8030	183	11	.	.	PROPN
app01-8030	184	1	an	an	DET
app01-8030	184	2	experimental	experimental	ADJ
app01-8030	184	3	report	report	NOUN
app01-8030	184	4	of	of	ADP
app01-8030	184	5	light	light	ADJ
app01-8030	184	6	gauge	gauge	NOUN
app01-8030	184	7	steel	steel	NOUN
app01-8030	184	8	and	and	CCONJ
app01-8030	184	9	lightweight	lightweight	ADJ
app01-8030	184	10	concrete	concrete	ADJ
app01-8030	184	11	shear	shear	NOUN
app01-8030	184	12	walls	wall	NOUN
app01-8030	184	13	beijing	beijing	PROPN
app01-8030	184	14	,	,	PUNCT
app01-8030	184	15	2015	2015	NUM
app01-8030	184	16	.	.	PUNCT
app01-8030	185	1	[	[	X
app01-8030	185	2	10	10	NUM
app01-8030	185	3	]	]	PUNCT
app01-8030	185	4	s.-j	s.-j	PROPN
app01-8030	185	5	.	.	PUNCT
app01-8030	186	1	hwang	hwang	PROPN
app01-8030	186	2	,	,	PUNCT
app01-8030	186	3	w.-h	w.-h	NOUN
app01-8030	186	4	.	.	PUNCT
app01-8030	186	5	fang	fang	PROPN
app01-8030	186	6	,	,	PUNCT
app01-8030	186	7	h.-j	h.-j	PROPN
app01-8030	186	8	.	.	PUNCT
app01-8030	187	1	lee	lee	PROPN
app01-8030	187	2	,	,	PUNCT
app01-8030	187	3	et	et	PROPN
app01-8030	187	4	al	al	PROPN
app01-8030	187	5	.	.	PROPN
app01-8030	187	6	analytical	analytical	ADJ
app01-8030	187	7	model	model	NOUN
app01-8030	187	8	for	for	ADP
app01-8030	187	9	predicting	predict	VERB
app01-8030	187	10	shear	shear	NOUN
app01-8030	187	11	strengthof	strengthof	NOUN
app01-8030	187	12	squat	squat	ADJ
app01-8030	187	13	walls	wall	NOUN
app01-8030	187	14	.	.	PUNCT
app01-8030	188	1	journal	journal	PROPN
app01-8030	188	2	of	of	ADP
app01-8030	188	3	structural	structural	ADJ
app01-8030	188	4	engineering	engineering	NOUN
app01-8030	188	5	127(1):43	127(1):43	PROPN
app01-8030	188	6	-	-	SYM
app01-8030	188	7	50	50	NUM
app01-8030	188	8	,	,	PUNCT
app01-8030	188	9	2001	2001	NUM
app01-8030	188	10	.	.	PUNCT
app01-8030	189	1	https://doi.org/10.1061/(asce	https://doi.org/10.1061/(asce	PROPN
app01-8030	189	2	)	)	PUNCT
app01-8030	189	3	0733	0733	NUM
app01-8030	189	4	-	-	PUNCT
app01-8030	189	5	9445(2001)127:1(43	9445(2001)127:1(43	NUM
app01-8030	189	6	)	)	PUNCT
app01-8030	189	7	.	.	PUNCT
app01-8030	190	1	479	479	NUM
app01-8030	190	2	https://doi.org/10.1016/j.tws.2013.10.023	https://doi.org/10.1016/j.tws.2013.10.023	PROPN
app01-8030	190	3	https://doi.org/10.1680/macr.2005.57.1.21	https://doi.org/10.1680/macr.2005.57.1.21	VERB
app01-8030	190	4	https://doi.org/10.1061/(asce)0733-9445(2001)127:1(43	https://doi.org/10.1061/(asce)0733-9445(2001)127:1(43	PRON
app01-8030	190	5	)	)	PUNCT